07/16/2025

WEST VIRGINIAWEST VIRGINIA

OHIOOHIO

CHARLESTON

PARKERSBURG

I-70

I-68

WV RT. 2

PROJECT LOCATION

I-77

I-64

WV RT. 2

I-64 I-77

I-79

I-81

US RT. 50

MATERIAL LEGEND

FIBER-REINFORCED CONCRETE

CONCRETE

CONCRETE MASONRY OR VCT

BRICK OR HMA

CARPET

WELL-GRADED STONE/GRAVEL

UNIFORM-GRADED STONE/GRAVEL

WOOD

WOOD

RIGID INSULATION

BATT INSULATION

STEEL

SOIL

BEDROCK OR HARDWOOD FLOOR

SAND, HMA, OR GYPSUM

CERAMIC TILE

WOOD SHEATHING

CEILING GRID

GLAZED CLAY TILE

UNGLAZED CLAY TILE

PROJECT LOCATION

WEST VIRGINIA PUBLIC BROADCASTING

1309 SAND SPRINGS RD

BRUCETON MILLS, WV26525

N

TRUETRUE

NORTHNORTH

PROJECTPROJECT

NORTHNORTH

ABBREVIATIONS ABBREVIATIONS CONT.

AC AIR CONDITIONING UNIT

ACT ACOUSTICAL CEILING TILE

ADD ADDITIONAL

ADJ ADJUSTABLE

AFC/F/G

ABOVE FINISHED

CEILING/ FLOOR/GRADE

AHU AIR HANDLING UNIT

ALUM ALUMINUM

APPX APPROXIMATELY

ARCH ARCHITECT(URAL)

BD BOARD

BIT BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM/BENCH MARK

BOF/P BOTTOM OF FOOTER/PIPE

BOT BOTTOM

BRG BEARING

BUR BUILT-UP ROOFING

CB CATCH BASIN

CER CERAMIC

CIP CAST-IN-PLACE

CL CENTERLINE

CLG CEILING

CLR CLEARANCE

CLO CLOSET

CMU CONCRETE MASONRY UNIT

CJ CONSTRUCTION/CONTROL JOINT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CUB COLUMN UTILITY BOX

DBO DESIGN BY OTHERS

DCBO

DESIGN & CONSTRUCTION BY

OTHERS

DET DETAIL

DN DOWN

D&R DEMOLISH & REMOVE

DR DOOR

DS DOWNSPOUT

DWG DRAWING

EA EACH

ED EDGE DISTANCE

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ENC ENCLOSURE

EOP/W EDGE OF PAVEMENT/WALK

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY/EYE WASH

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXT EXTERIOR

FBO FURNISHED BY OTHERS

FC FINISHED CEILING

FD FLOOR DRAIN/FIRE DAMPER

FDN FOUNDATION

FF FINISHED FLOOR

FFT FINISHED FLOOR TRANSITION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIXT FIXTURE

FLR FLOOR

FOC/F/M

FACE OF CONCRETE/

FINISH/MASONRY

FS FAR SIDE

FIN FINISHED

FR FIRE RATED

FTG FOOTING

FUB FLOOR UTILITY BOX

GA GAUGE/GAGE

GALV GALVANIZED

GL GLASS/GLAZING

GND GROUND

GWB GYPSUM WALL BOARD

HC

HOLLOW CORE/HANDICAP

ACCESSIBLE

HDW HARDWARE

HM HOLLOW METAL

HMA HOT-MIX-ASPHALT

HP HIGH POINT

HTR HEATER

I/ INSIDE OF

IBO INSTALLED BY OTHERS

ID INSIDE DIAMETER

INCL INCLUD(E)(ING)

INS INSULATION

INT INTERIOR

INV INVERT

ISO ISOLATION

JT JOINT

LAM LAMINATED

LLV LONG LEG VERTICAL

LP LOW POINT

LTG LIGHTING

MAS MASONRY

MAT MATERIAL

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTL METAL

NIC NOT IN CONTRACT

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

O/ OUTSIDE OF

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD/OVERHANG

OPNG OPENING

OPP OPPOSITE

PC PRECAST

PLC(S) PLACE(S)

PL(S) PLATE(S)

PLYWD PLYWOOD

PEMB PRE-ENGINEERED METAL BUILDING

PT PRETENSIONED

PTD PAINTED

PTN PARTITION

PVMT PAVEMENT

QT QUARRY TILE

QTY QUANTITY

REG REGISTER

REINF REINFORCING

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

SCH SCHEDULE

SECT SECTION

SHT SHEET

SL STRUCTURE LINE

SP SPACE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SIDEWALK/SHEAR WALL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TACKBOARD/TO BE DETERMINED

TD TRENCH DRAIN

TOB/F/M

/P/R/S /W

TOP OF BANK/

FOOTER/MASONRY/PIPE

/RAIL(ING)/STEEL/ WALL

TOS TOE OF SLOPE

TRT TREATED

UNO UNLESS NOTED OTHERWISE

VCB VINYL COVER BASE

VCT VINYL COMPOSTION TILE

VIF VERIFY IN FIELD

VP VENEER PLASTER

VWC VINYL WALL COVERING

WC WATER CLOSET

WD WOOD

WDW WINDOW

WPR WATERPROOFING

WUB WALL UTILITY BOX

WWF WELDED WIRE FABRIC

SYMBOL LEGENDSYMBOL LEGEND

CODED NOTE

REVISION TRIANGLE

SECTION

ELEVATION

DETAIL

MARK NUMBER

WALL TYPE

INTERIOR ELEVATION

SPOT ELEVATION

BEARING ELEVATION OR

TOP SURFACE ELEVATION

MANHOLE

CATCH BASIN

COLUMN GRID

XXX

XXX

SCALE:

SCALE:

DETAIL TITLEDETAIL TITLE

DRAWING TITLEDRAWING TITLE

DETAIL REFERENCE

TAG LOCATION

DRAWING REFERENCE

X"=1'-0"X000

X000

A

X000 X"=1'-0"X000

2 WORKING DAYS

BEFORE YOU DIG

UNDERGROUND UTILITIES

CALL TOLL FREE:

8 - 1 - 1

CONTRACTOR SHALL BE RESPONCIBLE FOR COMPLETE

IDENTIFICATION AND COORDINATION OF EXISTING UTILITIES

WITH OWNER AND THE RESPECTIVE UTILITY PROVIDER IF

APPLICABLE.

PROJECT LOCATIONPROJECT LOCATIONSITE CONTEXT MAPSITE CONTEXT MAP

TABLE ABBREVIATIONSTABLE ABBREVIATIONS DRAWING INDEXDRAWING INDEX

R ev

D es cr ip tio n B y D at e

D ra w in g D es cr ip tio n

NA

Ar ch ite cts

En gin ee rs

Su rv ey or s

Sheet Number Sheet Name

G000 DRAWING INDEX SHEET

S000 GENERAL NOTES

SD110 DEMOLITION PLAN

S110 FOUNDATION PLAN

S111 FRAMING PLAN

S300 CANOPY SECTION

S500 STRUCTURAL DETAILS

A000 ARCHITECTURAL GENERAL NOTES & SPECIFICATIONS

A001 ARCHITECTURAL GENERAL NOTES & SPECIFICATIONS

AD111 DEMOLITION PLANS

A111 FLOOR PLAN

A140 ROOF PLAN & SUPERSTRUCTURE

A200 BUILDING ELEVATIONS

A500 DETAILS

A501 EPDM ROOF DETAILS

E001 ELECTRICAL SPECIFICATIONS, ABBREVIATIONS AND

GROUNDING DETAILS

E100 ELECTRICAL GROUNDING INSTALLATION SITE PLAN

1.

UNIT PRICING REQUIRMENTS:UNIT PRICING REQUIRMENTS:

PROVIDE UNIT PRICING PER LINEAR FOOT

OF ROOF DECKING TO BE REPLACED.

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BUILDING CODE DATABUILDING CODE DATA

1.

2.

a.

b.

c.

d.

e.

f.

g.

h.

i.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

1.

2.

1.

1.

2.

3.

GENERAL NOTESGENERAL NOTES

A. MISCELLANEOUS

THE GOVERNING SPECIFICATIONS FOR THE PROJECT SHALL BE AS STATED IN THE

PROJECT DOCUMENTS. THE CONTRACT DOCUMENTS ARE THE GOVERNING

PROVISIONS APPLICABLE TO THE PROJECT.

ALL WORK SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE

GOVERNING AUTHORITIES HAVING JURISDICTION INCLUDING ALL APPLICABLE CODES,

SPECIFICATIONS, STANDARDS, AND GUIDELINES ADOPTED BY SUCH AUTHORITIES

WHICH MAY INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

-WEST VIRGINIA BUILDING CODE

-NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

-INTERNATIONAL BUILDING CODE (IBC)

-INTERNATIONAL MECHANICAL/PLUMBING CODE

-AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM)

-OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

-NATIONAL ELECTRICAL CODE

-AMERICANS WITH DISABILITIES ACT (ADA)

-AIA GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE

FACILITIES

DISCREPANCIES BETWEEN THE PLANS/REFERENCES AND VARIOUS CODES,

STANDARDS, SPECIFICATIONS, ETC. SHALL BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT/ENGINEER FOR REMEDIATION.

THE CONTRACT DOCUMENTS SHALL SUPPLEMENT AND AMEND THE GOVERNING

SPECIFICATIONS AND SHALL RULE IN CASE OF CONFLICT.

ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED IN THE FIELD PRIOR

TO CONSTRUCTION. THE ARCHITECT/ENGINEER SHALL BE IMMEDIATELY NOTIFIED

OF ANY DISCREPANCIES.

ALL ADJACENT STRUCTURES, FINISHES, AND UTILITY SERVICES SHALL BE

PROTECTED FROM DAMAGE DURING CONSTRUCTION. ALL EXISTING FEATURES

DAMAGED BY CONSTRUCTION SHALL BE RESTORED TO A CONDITION BETTER THAN

OR EQUAL TO THE PRE-CONSTRUCTION CONDITION AND SATISFACTORY TO THE

OWNER.

ALL PHASES OF WORK ARE SUBJECT TO INSPECTION, TESTING AND ACCEPTANCE

BY THE ARCHITECT/ENGINEER OR OWNER.

ALL SITE LAYOUT INCLUDING BENCH MARKS, CENTERLINES, ETC. SHALL BE

COMPLETED IN ACCORDANCE WITH THE PROJECT DOCUMENTS.

A SAFE AND ORDERLY WORKSITE SHALL BE MAINTAINED AT ALL TIMES.

LOADING/UNLOADING AND HAULING OF ALL MATERIALS TO AND FROM THE

CONSTRUCTION SITE SHALL BE INCLUDED IN THE PROJECT.

ALL CONSTRUCTION WORK RELATED TO THESE DRAWINGS SHALL BE PROPERLY

COORDINATED/STAGED WITH THE OWNER AND OTHER CONTRACTORS THAT MAY BE

INVOLVED WITH THE PROJECT.

WORKING UTILITY SYSTEMS SHALL BE MAINTAINED THROUGHOUT THE WORK AREAS

AT ALL TIMES DURING CONSTRUCTION. SYSTEMS SHALL CONSIST OF EXISTING,

PROPOSED, TEMPORARY, OR A COMBINATION THEREOF.

ALL PROPERTY, BOTH PUBLIC AND PRIVATE, THAT HAS BEEN DAMAGED DURING

THE EXECUTION OF THE WORK SHALL BE RESTORED IN AN ACCEPTABLE MANNER.

THE SITE SHALL BE LEFT IN A NEAT AND PRESENTABLE CONDITION.

SUPPORT STRUCTURE(S) IS DESIGNED TO BE SELF-STANDING AND STABLE AFTER

CONSTRUCTION IS FULLY COMPLETED. ERECTION PROCEDURES/SEQUENCE (E.G.

CONSTRUCTION MEANS AND METHODS) SHALL BE DETERMINED/DESIGNED (BY

CONTRACTOR) TO ENSURE THE SAFETY OF THE STRUCTURE, ITS COMPONENT

PARTS, AND ALL WORKERS DURING ERECTION. THIS INCLUDES THE ADDITION OF

NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, AND/OR TIEDOWNS.

SUCH MATERIALS SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER

COMPLETION OF THE PROJECT.

ALL WORK MUST MEET THE OWNER'S AND ARCHITECT'S/ENGINEER'S APPROVAL.

WHERE APPLICABLE, THE COST OF ALL INSPECTIONS, SAMPLING, AND TESTING

SHALL BE INCIDENTAL TO THE PROJECT BID.

NO ASBESTOS REMOVAL IS ANTICIPATED FOR PROJECT AREA(S). DEMOLITION

CONTRACTOR SHALL IMMEDIATELY NOTIFY SITE SUPERINTENDENT OF ANY

UNCOVERED MATERIALS THAT MAY CONTAIN ASBESTOS.

ALL EXISTING MATERIALS TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION

SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

B. PERMITS

ALL OUTSTANDING FEDERAL, STATE, AND LOCAL PERMITS ASSOCIATED WITH THE

PROJECT SHALL BE OBTAINED. THE COST OF ALL OUTSTANDING PERMITS SHALL

BE INCIDENTAL TO THE PROJECT BID. WEST VIRGINIA STATE FIRE MARSHAL

REVIEW SHALL BE INVOICED TO AND PAID FOR BY THE OWNER INDEPENDENT OF

THE PROJECT BID. WVSFM APPROVAL DOCUMENTATION SHALL BE PROVIDED BY

ARCHITECT/OWNER PRIOR TO COMMENCEMENT OF CONSTRUCTION.

PROPER PERMIT DOCUMENTATION SHALL BE KEPT ON SITE AT ALL TIMES AND ALL

CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RESPECTIVE PERMITS. ALL

PERMIT CONDITIONS SHALL BE PROPERLY COMPLETED (E.G. INSPECTION

SCHEDULING).

C. INSPECTIONS, SAMPLING, AND TESTING

ALL EXECUTION, INSPECTIONS, SAMPLING, AND TESTING OF WORK ITEMS SHALL

BE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS, THE PROJECT

DOCUMENTS, AND AUTHORITIES HAVING JURISDICTION REQUIREMENTS/DIRECTIVES.

INSPECTION, SAMPLING, AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT,

CERTIFIED TESTING AGENCY APPROVED BY THE OWNER AND EMPLOYED BY THE

CONTRACTOR. ALL RESULTS SHALL BE PROMPTLY REPORTED TO THE

ARCHITECT/ENGINEER. THE OWNER, AT HIS EXPENSE, MAY ALSO RETAIN A

QUALIFIED PROFESSIONAL TO PERFORM INDEPENDENT QUALITY

CONTROL/ASSURANCE CHECKS ON THE CONTRACTOR'S WORK. WHERE QC/QA

REQUIREMENT CONFLICTS EXIST, PROJECT MANUAL REQUIREMENTS SHALL RULE.

D. UTILITIES

THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION

OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE.

FIELD VERIFY ALL EXISTING UTILITIES WITHIN THE WORK AREA. EXTREME CARE

SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING UTILITIES INCLUDING, BUT NOT

LIMITED TO, PROVIDING PROTECTIVE MEASURES DURING CONSTRUCTION.

CORRECTION OF ANY DAMAGE TO UTILITIES SHALL BE MADE AT NO ADDITIONAL

COST TO THE OWNER.

ALL UTILITY OWNERS SHALL BE NOTIFIED PRIOR TO CONSTRUCTION.

UTILITIES THAT COULD POSE CONFLICTS WITH CONSTRUCTION SHALL BE FIELD

LOCATED PRIOR TO COMMENCEMENT OF CONSTRUCTION, RECORDED, AND

SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW. "MINOR" UTILITIES SHALL

BE RELOCATED/MODIFIED AS REQUIRED. ALL ACTIVITIES, TIMING, AND DURATION

OF UTILITY WORK SHALL BE COORDINATED WITH THE OWNER AND THE UTILITY

PROVIDER INVOLVED.

ALL WORK HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE

WEST VIRGINIA FIRE AND BUILDING CODES.

1.

2.

3.

4.

1.

2.

3.

1.

a.

1.

2.

3.

4.

5.

6.

7.

8.

9.

b.

2.

a.

b.

3.

a.

1.

2.

3.

4.

1.

2.

1.

2.

a.

b.

1.

2.

3.

4.

5.

c.

3.

a.

1.

2.

3.

4.

5.

1.

2.

3.

b.

c.

1.

E. DEMOLITION

THE OWNER SHALL BE CONSULTED CONCERNING DISPOSAL OF DEMOLISHED

MATERIALS. THE OWNER SHALL HAVE THE RIGHT TO RETAIN OWNERSHIP OR

RELINQUISH IT TO THE CONTRACTOR. MATERIAL THAT BECOMES THE PROPERTY

OF THE CONTRACTOR SHALL BE PROPERLY DISPOSED OF AT OFF-SITE

LOCATION(S) IN ACCORDANCE WITH THE AUTHORITIES HAVING JURISDICTION.

ALL CONCRETE AND MASONRY DESIGNATED TO BE REMOVED SHALL BE CUT

USING A CONCRETE/MASONRY SAW OR OTHER APPROVED METHOD. DAMAGED

PORTIONS OF CONCRETE/MASONRY TO REMAIN SHALL BE REPAIRED.

STRUCTURAL DEMOLITION PROCEDURES/SEQUENCE (E.G. MEANS AND METHODS)

SHALL BE DETERMINED/DESIGNED (BY CONTRACTOR) TO ENSURE THE SAFETY OF

THE STRUCTURE, ITS COMPONENT PARTS, AND ALL WORKERS/OCCUPANTS. THIS

INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY

BRACING, GUYS, AND/OR TIEDOWNS. SUCH MATERIALS SHALL REMAIN THE

CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT.

PROVIDE UNIT PRICING PER LINEAR FOOT OF ROOF DECKING TO REPLACE

DAMAGED DECK AS REQUIRED. NEW DECKING SHALL MATCH EXISTING.

F. WALLS

ALL NEW WALLS SHALL BE CONSTRUCTED WITH MATERIALS AS SHOWN ON

PLANS.

ALL EXISTING WALLS SHALL BE PATCHED AND PREPARED FOR NEW PAINT AS

REQUIRED.

WOOD BLOCKING SHALL BE PROVIDED IN WALL FOR ALL WALL MOUNTED DOOR

STOPS, PLUMBING FIXTURES, CASEWORK, COUNTERTOPS/WALL BRACKETS,

ACCESSORIES AND AS NOTED ON DRAWINGS.

G. ELASTOMERIC MEMRANE ROOFING

SECTION INCLUDES

FURNISH AND INSTALL ELASTOMERIC SHEET ROOFING SYSTEM, INCLUDING:

ROOFING MANUFACTURER'S REQUIREMENTS FOR THE SPECIFIED WARRANTY.

REMOVAL OF ENTIRE EXISTING ROOF MEMBRANE AND FLASHINGS.

REMOVAL OF ALL EXISTING INSULATION DOWN TO THE DECK.

PREPARATION OF ROOFING SUBSTRATES.

WOOD NAILERS FOR ROOFING ATTACHMENT.

ELASTOMERIC MEMBRANE ROOFING.

METAL ROOF EDGING AND COPINGS.

FLASHINGS.

OTHER ROOFING-RELATED ITEMS SPECIFIED OR INDICATED ON THE

DRAWINGS OR OTHERWISE NECESSARY TO PROVIDE A COMPLETE

WEATHERPROOF ROOFING SYSTEM.

COMPLY WITH THE PUBLISHED RECOMMENDATIONS AND INSTRUCTIONS OF THE

ROOFING MEMBRANE MANUFACTURER, AT HTTP://MANUAL.FSBP.COM.

SUBMITTALS

PRODUCT DATA: PROVIDE DATA INDICATING MEMBRANE MATERIALS, FLASHING

MATERIALS, INSULATION, AND FASTENERS.

MANUFACTURER'S INSTALLATION INSTRUCTIONS: INDICATE MEMBRANE SEAMING

PRECAUTIONS, SPECIAL PROCEDURES, AND PERIMETER CONDITIONS REQUIRING

SPECIAL ATTENTION.

QUALITY ASSURANCE

APPLICATOR QUALIFICATIONS: ROOFING INSTALLER SHALL HAVE THE

FOLLOWING:

CURRENT APPROVAL, LICENSE, OR AUTHORIZATION AS APPLICATOR BY

THE MANUFACTURER.

FULLY STAFFED OFFICE WITHIN 100 MILES OF THE JOB SITE.

AT LEAST FIVE YEARS’ EXPERIENCE IN INSTALLING SPECIFIED SYSTEM.

CAPABILITY TO PROVIDE PAYMENT AND PERFORMANCE BOND TO

BUILDING OWNER.

B. PRE-INSTALLATION CONFERENCE: BEFORE START OF ROOFING WORK,

CONTRACTOR SHALL HOLD A MEETING TO DISCUSS THE PROPER INSTALLATION OF

MATERIALS AND REQUIREMENTS TO ACHIEVE THE WARRANTY.

REQUIRE ATTENDANCE WITH ALL PARTIES DIRECTLY INFLUENCING THE

QUALITY OF ROOFING WORK OR AFFECTED BY THE PERFORMANCE OF

ROOFING WORK.

NOTIFY PICKERING ASSOC. WELL IN ADVANCE OF MEETING.

DO NOT INSTALL OR APPPLY ROOFING MEMBRANE DURING UNSUITABLE WEATHER,

OR TO DAMP OR FROZEN DECK SURFACE OR WHEN PRECIPITATION IS EXPECTED

OR OCCURING. DO NOT EXPOSE MATERIALS VULNERABLE TO WATER OR SUN

DAMAGE IN QUANTITITES GREATER THAN CAN BE WEATHERPROOFED THE SAME

DAY.

WARRANTY: FIRESTONE 20-YEAR PLATINUM LIMITED WARRANTY COVERING

MEMBRANE, ROOF INSULATION, AND MEMBRANE ACCESSORIES.

LIMIT OF LIABILITY: NO DOLLAR LIMITATION.

SCOPE OF COVERAGE: REPAIR LEAKS IN THE ROOFING SYSTEM CAUSED BY:

ORDINARY WEAR AND TEAR OF THE ELEMENTS.

UNINTENTIONAL DAMAGE DUE TO NORMAL ROOFTOP INSPECTIONS,

MAINTENANCE, OR SERVICE.

MANUFACTURING DEFECT IN FIRESTONE BRAND MATERIALS.

DEFECTIVE WORKMANSHIP USED TO INSTALL THESE MATERIALS.

DAMAGE DUE TO WINDS UP TO 72 MPH (116 KM/H).

METAL ROOF EDGING WITH FASCIA: PRE-FINISHED ALUMINUM TO MATCH

EXISTING OR AS SELECTED BY OWNER.

MANUFACTURERS

BASIS OF DESIGN - FIRESTONE BUILDING PRODUCTS CO., CARMEL, IN.

HYPERLINK "HTTP://WWW.FIRESTONEBPCO.COM"WWW.FIRESTONEBPCO.COM.

ROOFING SYSTEMS MANUFACTURED BY OTHERS ARE ACCEPTABLE PROVIDED

THE ROOFING SYSTEM IS COMPLETELY EQUIVALENT IN MATERIALS AND

WARRANTY CONDITIONS AND THE MANUFACTURER MEETS THE FOLLOWING

QUALIFICATIONS: SPECIALIZING IN MANUFACTURING

THE ROOFING SYSTEM TO BE PROVIDED.

MINIMUM TEN YEARS OF EXPERIENCE MANUFACTURING THE ROOFING

SYSTEM TO BE PROVIDED.

ABLE TO PROVIDE A NO DOLLAR LIMIT, SINGLE SOURCE ROOF SYSTEM

WARRANTY THAT IS BACKED BY CORPORATE ASSETS IN EXCESS OF ONE

BILLION DOLLARS.

ABLE TO PROVIDE ISOCYANURATE INSULATION THAT IS PRODUCED IN OWN

FACILITIES.

ROOFING SYSTEMS MANUFACTURED BY THE COMPANIES LISTED BELOW ARE

ACCEPTABLE PROVIDED THEY ARE COMPLETELY EQUIVALENT IN MATERIALS

AND WARRANTY CONDITIONS:

CARLISLE

GENFLEX

VERSICO

MANUFACTURER OF INSULATION AND COVER BOARDS: SAME MANUFACTURER

AS ROOF MEMBRANE.

MANUFACTURER OF METAL ROOF EDGING: SAME MANUFACTURER AS ROOF

MEMBRANE.

METAL ROOF EDGING PRODUCTS BY OTHER MANUFACTURERS ARE NOT

ACCEPTABLE.

d.

1.

a.

b.

c.

1.

2.

3.

4.

5.

6.

d.

1.

1.

2.

1.

e.

f.

g.

h.

1.

1.

2.

3.

4.

5.

6.

7.

2.

i.

2.

a.

b.

c.

d.

e.

f.

g.

1.

2.

3.

h.

i.

3.

a.

b.

c.

2. SHOP-FABRICATED METAL ROOF EDGINGS OF 0.040 KYNAR PAINTED ALUMINUM

ARE ACCEPTABLE. PROVIDE CONTINUOUS CLEAT ON BOTH FRONT AND BACK LEG.

FOLLOW SMACNA TABLE 3-1 COPING DESIGN STANDARDS.

SUBSTITUTION PROCEDURES: SEE INSTRUCTIONS TO BIDDERS.

3. SUBMIT EVIDENCE THAT THE PROPOSED SUBSTITUTION COMPLIES WITH THE

SPECIFIED REQUIREMENTS.

MATERIALS

ELASTOMERIC MEMBRANE ROOFING: ONE PLY MEMBRANE, FULLY ADHERED,

OVER INSULATION.

ACCEPTABLE INSULATION TYPES - CONSTANT THICKNESS APPLICATION: ANY

TYPE THAT MEETS REQUIREMENTS AND IS APPROVED BY MEMBRANE

MANUFACTURER FOR APPLICATION. MINIMUM 2 LAYERS OF POLYISOCYANURATE

BOARD WITH STAGGERED JOINTS.

ROOFING SYSTEM:

MEMBRANE: ETHYLENE PROPYLENE DIENE MONOMER (EPDM).

THICKNESS: 0.090

MEMBRANE ATTACHMENT: FULLY ADHERED.

COMPLY WITH APPLICABLE LOCAL BUILDING CODE REQUIREMENTS.

PROVIDE ASSEMBLY HAVING UNDERWRITERS LABORATORIES, INC. (UL)

CLASS A FIRE HAZARD CLASSIFICATION.

PROVIDE ASSEMBLY COMPLYING WITH FACTORY MUTUAL CORPORATION

(FM) ROOF ASSEMBLY CLASSIFICATION, FM DS 1-28 AND 1-29, AND

MEETING MINIMUM REQUIREMENTS OF FM 1-90 WIND UPLIFT RATING.

INSULATION:

BASE LAYER: 1.5 INCH POLYISOCYANURATE FOAM BOARD, NON-

COMPOSITE.

ATTACHMENT: MECHANICAL FASTENING OVER DECKS, ADHERED TO

WOOD DECKS.

TOP LAYER: 1.5 INCH POLYISOCYANURATE FOAM BOARD, NON-COMPOSITE.

ATTACHMENT: ADHERED TO BASE LAYER.

ALL FLASHING MEMRANES, FASTERNERS, SEALERS, LAP SPLICING, AND

BONDING ADHESIVES SHALL BE PROVIDED AS REQUIRED BY THE SAME ROOF

MEMRANE MANUFACTURER FOR SYSTEM AND WARRANTY REQUIRED.

METAL PLATES AND STRIPS USED FOR FASTENING MEMBRANE AND

INSULATION: STEEL WITH GALVALUME COATING; CORROSION-RESISTANCE

MEETING FM 4470 CRITERIA.

TERMINATION BARS: ALUMINUM BARS WITH INTEGRAL CAULK EDGE; 1.3

INCHES WIDE BY 0.10 INCH THICK; FIRESTONE TERMINATION BAR.

ROOF INSULATION:

POLYISOCYANURATE BOARD INSULATION: CLOSED CELL POLYISOCYANURATE

FOAM WITH BLACK GLASS REINFORCED MAT LAMINATED TO FACES,

COMPLYING WITH ASTM C 1289 TYPE II CLASS 1, WITH THE FOLLOWING

ADDITIONAL CHARACTERISTICS:

THICKNESS: AS INDICATED ELSEWHERE.

SIZE: 48 INCHES (1220 MM) BY 96 INCHES (2440 MM), NOMINAL

MECHANICAL FASTENED APPLICATIONS.

SIZE: 48 INCHES (1220 MM) BY 48 INCHES (1220 MM), NOMINAL

ADHERED APPLICATIONS.

COMPRESSIVE STRENGTH: 25 PSI (138 KPA) WHEN TESTED IN

ACCORDANCE WITH ASTM C 1289.

UL-CLASSIFIED AND FM-APPROVED FOR DIRECT TO STEEL DECK

APPLICATIONS.

OZONE DEPLETION POTENTIAL: ZERO; MADE WITHOUT CFC OR HCFC

BLOWING AGENTS.

RECYCLED CONTENT: 19 PERCENT POST-CONSUMER AND 15 PERCENT

POST-INDUSTRIAL, AVERAGE.

INSULATION FASTENERS: TYPE AND SIZE AS REQUIRED BY ROOF

MEMBRANE MANUFACTURER FOR ROOFING SYSTEM AND WARRANTY TO BE

PROVIDED; USE ONLY FASTENERS FURNISHED BY ROOF MEMBRANE

MANUFACTURER.

INSULATION COVERBOARD – HD POLYISO COVERBOARD 0.5 INCH. THICK.

INSTALLATION – GENERAL

INSTALL ROOFING, INSULATION, FLASHINGS, AND ACCESSORIES IN

ACCORDANCE WITH ROOFING MANUFACTURER'S PUBLISHED INSTRUCTIONS AND

RECOMMENDATIONS FOR THE SPECIFIED ROOFING SYSTEM. WHERE

MANUFACTURERS PROVIDE NO INSTRUCTIONS OR RECOMMENDATIONS, FOLLOW

GOOD ROOFING PRACTICES AND INDUSTRY STANDARDS. COMPLY WITH

FEDERAL, STATE, AND LOCAL REGULATIONS.

OBTAIN ALL RELEVANT INSTRUCTIONS AND MAINTAIN COPIES AT PROJECT SITE

FOR DURATION OF INSTALLATION PERIOD.

DO NOT START WORK UNTIL PRE-INSTALLATION NOTICE HAS BEEN SUBMITTED

TO MANUFACTURER AS NOTIFICATION THAT THIS PROJECT REQUIRES A

MANUFACTURER'S WARRANTY.

PERFORM WORK USING COMPETENT AND PROPERLY EQUIPPED PERSONNEL.

TEMPORARY CLOSURES, WHICH ENSURE THAT MOISTURE DOES NOT DAMAGE

ANY COMPLETED SECTION OF THE NEW ROOFING SYSTEM, ARE THE

RESPONSIBILITY OF THE APPLICATOR. COMPLETION OF FLASHINGS,

TERMINATIONS, AND TEMPORARY CLOSURES SHALL BE COMPLETED AS

REQUIRED TO PROVIDE A WATERTIGHT CONDITION.

INSTALL ROOFING MEMBRANE ONLY WHEN SURFACES ARE CLEAN, DRY,

SMOOTH AND FREE OF SNOW OR ICE; DO NOT APPLY ROOFING MEMBRANE

DURING INCLEMENT WEATHER OR WHEN AMBIENT CONDITIONS WILL NOT

ALLOW PROPER APPLICATION; CONSULT MANUFACTURER FOR RECOMMENDED

PROCEDURES DURING COLD WEATHER. DO NOT WORK WITH SEALANTS AND

ADHESIVES WHEN MATERIAL TEMPERATURE IS OUTSIDE THE RANGE OF 60 TO

80 DEGREES F (15 TO 25 DEGREES C).

PROTECT ADJACENT CONSTRUCTION, PROPERTY, VEHICLES, AND PERSONS

FROM DAMAGE RELATED TO ROOFING WORK; REPAIR OR RESTORE DAMAGE

CAUSED BY ROOFING WORK.

PROTECT FROM SPILLS AND OVERSPRAY FROM BITUMEN, ADHESIVES,

SEALANTS AND COATINGS.

PARTICULARLY PROTECT METAL, GLASS, PLASTIC, AND PAINTED SURFACES

FROM BITUMEN, ADHESIVES, AND SEALANTS WITHIN THE RANGE OF WIND-

BORNE OVERSPRAY.

PROTECT FINISHED AREAS OF THE ROOFING SYSTEM FROM ROOFING

RELATED WORK TRAFFIC AND TRAFFIC BY OTHER TRADES.

UNTIL READY FOR USE, KEEP MATERIALS IN THEIR ORIGINAL CONTAINERS AS

LABELED BY THE MANUFACTURER.

CONSULT MEMBRANE MANUFACTURER'S INSTRUCTIONS, CONTAINER LABELS,

AND MATERIAL SAFETY DATA SHEETS (MSDS) FOR SPECIFIC SAFETY

INSTRUCTIONS. KEEP ALL ADHESIVES, SEALANTS, PRIMERS AND CLEANING

MATERIALS AWAY FROM ALL SOURCES OF IGNITION.

QUALITY CONTROL AND PROTECTION

INSPECTION BY MANUFACTURER: PROVIDE FINAL INSPECTION OF THE ROOFING

SYSTEM BY A TECHNICAL REPRESENTATIVE EMPLOYED BY ROOFING SYSTEM

MANUFACTURER SPECIFICALLY TO INSPECT INSTALLATION FOR WARRANTY

PURPOSES (I.E. NOT A SALES PERSON).

PERFORM ALL CORRECTIONS NECESSARY FOR ISSUANCE OF WARRANTY.

WHERE CONSTRUCTION TRAFFIC MUST CONTINUE OVER FINISHED ROOF

MEMBRANE, PROVIDE DURABLE PROTECTION AND REPLACE OR REPAIR

DAMAGED ROOFING TO ORIGINAL CONDITION.

1.

a.

b.

1.

2.

c.

d.

2.

a.

3.

a.

4.

a.

b.

5.

a.

6.

a.

b.

c.

1.

d.

1.

e.

1.

2.

f.

g.

1.

2.

3.

h.

1.

2.

i.

1.

2.

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1.

2.

k.

1.

2.

3.

l.

1.

2.

H. SHEET METAL

DESCRIPTION

PROVIDE SHEET METAL AS REQUIRED TO COMPLETE THE WORK.

WORK INCLUDED:

ALL SHEET METAL WORK SHOWN OR REQUIRED IN CONJUNCTION WITH

ROOFING FLASHINGS, UNLESS INDICATED AS BEING FURNISHED ELSEWHERE.

MISCELLANEOUS GENERAL CONSTRUCTION SHEET METAL WORK SHOWN OR

REQUIRED TO COMPLETE THE PROJECT, INCLUDING BUT NOT LIMITED TO

FASCIAS, TRIM BOARDS, ETC. AND OTHER SPECIALLY FABRICATED SHEET

METAL SHALL BE FURNISHED HEREIN UNLESS INDICATED AS BEING

PROVIDED ELSEWHERE.

SEALING WHICH IS SHOWN OR REQUIRED TO MAKE THE WORK OF THIS

SECTION WEATHERPROOF. INCLUDE NOT ONLY THE SEALING BETWEEN SHEET

METAL COMPONENTS, BUT ALSO THE SEALING BETWEEN SHEET METAL AND

ADJACENT CONSTRUCTION.

ALL FASTENINGS AND ACCESSORIES REQUIRED TO COMPLETE THE ABOVE.

QUALITY ASSURANCE

THE WORKMANSHIP AND GAGES OF SHEET METAL COMPONENTS SHALL

CONFORM TO RECOGNIZED INDUSTRY STANDARDS OF SHEET METAL PRACTICE,

AS REPRESENTED BY THE ARCHITECTURAL SHEET METAL MANUAL PUBLISHED

BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL

ASSOCIATION, INC., AND REFERRED TO HEREIN AS "THE SMACCNA MANUAL".

SUBMITTALS

SHOP DRAWINGS: SHOW THE METHOD OF INSTALLATION AND SPLICING AND

SHOW THE SPECIAL FITTINGS AND TRANSITIONS WHICH WILL BE REQUIRED.

PROVIDE SPECIFIC DRAWINGS FOR TRANSITIONS WHICH CANNOT BE MADE

USING FACTORY ASSEMBLIES, THUS REQUIRING SPECIAL FIELD FABRICATION.

NON-EDITED MANUFACTURER'S PRINTED BROCHURE MATERIAL WILL NOT BE

ACCEPTED.

PRODUCT DELIVERY, STORAGE, AND HANDLING

DELIVER APPROVED PRODUCTS TO JOB IN SEALED, ORIGINAL BRAND LABELED

CONTAINER OR WRAPPER BEARING ALL NECESSARY IDENTIFICATION.

BE RESPONSIBLE FOR RECEIVING, CHECKING, STORING, PROTECTING, AND

DISTRIBUTING MATERIALS SPECIFIED IN THIS SECTION, AND FURNISHED BY

OTHER SECTIONS FOR INSTALLATION BY THIS SECTION.

WARRANTY

SHEET METAL WORK SHALL BE WARRANTED TO BE FREE OF DEFECTS IN

MATERIAL AND WORKMANSHIP FOR A PERIOD OF TWO (2) YEARS AFTER THE

DATE OF SUBSTANTIAL COMPLETION.

MATERIALS – GENERAL

ALUMINUM SHEET METAL SHALL BE ASTM 8209 ALLOY 5005 TEMPER H-16,

CONFORMING TO FED. SPEC. QQ-A-359D, .063" THICK, EXCEPT WHERE

NOTED OTHERWISE.

GALVANIZED SHEET METAL SHALL BE ZINC-COATED CARBON STEEL MEETING

THE REQUIREMENTS OF ASTM A525-G90, CLASS 24-GAGE, EXCEPT WHERE

NOTED OTHERWISE.

SOLDER: ASTM SPECIFICATION 832 WITH THE FOLLOWING PROPORTIONS OF

BLOCK TIN AND PIG LEAD.

USE 50-50 FOR TERNE COATED STAINLESS STEEL AND GALVANIZED

STEEL.

FLUX SHALL BE SUITABLE FOR THE METAL AND SOLDER BEING USED, AND

SHALL PROVIDE MAXIMUM ADHESION, BUT SHALL BE FREE OF HARMFUL

EFFECTS ON BUILDING MATERIALS WHEN PROPERLY USED.

USE ACID TYPE FLUX FOR GALVANIZED STEEL.

SCREWS, NAILS AND FASTENING DEVICES SHALL BE SUITABLE FOR THE

INTENDED USE AND SHALL BE OF SUFFICIENT LENGTH TO PENETRATE THE

SUBSTRATE MATERIAL A MINIMUM OF 7/8 INCH. NAILS SHALL HAVE LARGE

FLAT HEADS AND NEEDLE POINTS. SCREWS SHALL HAVE HEAD DESIGN

SUITABLE FOR THE APPLICATION. WHERE METAL WASHERS ARE NECESSARY,

THEY SHALL BE OF THE SAME MATERIAL AS THE FASTENER. WHERE FASTENER

IS EXPOSED TO WEATHER, PROVIDE A NEOPRENE WASHER UNDER THE METAL

WASHER. EXPANSION SHIELDS SHALL BE LEAD OR BRONZE. OTHER

FASTENINGS SHALL BE AS FOLLOWS:

FOR ALUMINUM, USE ALUMINUM OR STAINLESS STEEL FASTENERS.

FOR GALVANIZED STEEL, USE GALVANIZED OR CADMIUM PLATED

FASTENERS.

SEALANT SHALL BE TREMCO DYMERIC, COLOR AS SELECTED BY THE

ARCHITECT.

VALLEY FLASHING:

PROVIDE 24-GAGE GALVANIZED STEEL FLASHING AT ALL VALLEYS.

FORM FLASHING IN 8 TO 10 FOOT LONG SECTIONS AND LAP SECTIONS 8

INCHES.

INSTALL FLASHINGS AS INDICATED ON SMACNA PLATE 61, COMPLETE WITH

VALLEYS, FELTS, CLEATS, ETC.

GABLE AND ROOF EDGE FLASHING:

PROVIDE 24 GAGE GALVANIZED STEEL FLASHING AT GABLE END OF ALL

NEW ROOF.

FORM FLASHING TO PROFILE SHOWN ON DRAWINGS, IN 8 - 10 FOOT

LONG SECTIONS. LAP IN DIRECTION OF FLOW. NAIL TO CONTINUOUS WOOD

BLOCKING AT 18" C/C.

DRIP EDGE FLASHING

PROVIDE 30 GAGE GALVANIZED STEEL DRIP EDGE FLASHING AT EAVE END

OF ALL NEW AND ALTERED EXISTING ROOF CONDITIONS.

DRIP EDGE TO BE SIMILAR TO PRODUCTS MANUFACTURED BY ALUMAX

(800-347-2586) STYLE F-5.

METAL BASE FLASHING

PROVIDE METAL BASE FLASHINGS WHERE ROOF ABUTS VERTICAL SURFACES

IN FIBERGLASS SHINGLE ROOFING SUCH AS CHIMNEYS, DORMERS AND

OTHER LOCATIONS AS SHOWN ON THE DRAWINGS. FABRICATE FLASHING

FROM 24 GAGE GALVANIZED STEEL.

ON SLOPING FIBERGLASS SHINGLE ROOFS, BUILD IN BASE FLASHING WITH

EACH COURSE OF ROOFING MATERIAL. LAP EACH PIECE OF FLASHING

OVER UNDERLYING FLASHING AT LEAST 3" AND EXTEND UNDER THE CAP

FLASHING TO A HEIGHT OF 4" MEASURED PERPENDICULAR TO THE ROOF

SURFACE.

METAL CAP FLASHING - (COUNTER FLASHING)

PROVIDE 24 GAGE GALVANIZED STEEL CAP FLASHING AT TOPS OF ALL

METAL BASE FLASHINGS.

FORM FLASHING IN 8' LENGTHS, EXCEPT WHERE SHORTER PIECES ARE

REQUIRED, LAP END JOINTS 4". DO NOT SOLDER JOINTS. MAKE FLASHING

CONTINUOUS AT ANGLES AND CORNERS. OVERLAP BASE FLASHING A

MINIMUM OF 4"

EXTEND FLASHING UP UNDER EXTERIOR FINISH SYSTEMS OR WOOD SIDING.

VENT FLASHING AND RIDGE/HIP VENTS

FURNISH AND INSTALL NEW PREFABRICATED ALUMINUM AND NEOPRENE

FLASHINGS AROUND ALL VENTS PROTRUDING THROUGH NEW ROOFS.

FURNISH AND INSTALL HIP AND RIDGE VENTS. RIDGE VENT TO BE

RIDGEMASTER PLUS AND HIP VENTS TO BE HIPMASTER AS MANUFACTURED

BY MID-AMERICA (TEL. 1-800-521-8486)

ARCHITECTURAL ABBREVIATIONSARCHITECTURAL ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

BATT FIBERGLASS BATT

B/ BOTTOM OF

BD BOARD

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

DBL DOUBLE

DS DOWNSPOUT

EA EACH

EM EMERGENCY

ENC EXISTING NO CHANGE

EXIST EXISTING

EXP EXPOSED

EQ EQUAL

F/ FACE OF

FT FIRE TREATED

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER AND CABINET

FP FIRE PROTECTION

GB GRAB BAR

GL GLASS

GYP BD GYPSUM BOARD

HD HIGH DENSITY

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

INSUL INSULATED/INSULATION

LAM LAMINATED

LVT LUXURY VINYL TILE

MO MASONRY OPENING

MR MOLD RESISTANT

MTL METAL

OC ON CENTER

OTS OPEN TO STRUCTURE

PREFIN PRE-FINISHED, PRE-FABRICATED

P/T PRESSURE TREATED

PLAM PLASTIC LAMINATE

PT PAINT

POLYISO POLYISOCYANURATE INSULATION

PTD PAPER TOWEL DISPENSER

RB RESILIENT BASE

REV REVERSE

RO ROUGH OPENING

SBO SUPPLY BY OTHERS

SC SOLID CORE

SCHED SCHEDULE

SIM SIMILAR

SS SOLID SURFACE

T/ TOP OF

TTD TOILET TISSUE DISPENSER

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT TO ROOF

WD WOOD

D es cr ip tio n B y D at e

D ra w in g D es cr ip tio ite cts

En gin ee rs

Su rv ey or s m.

1.

2.

3.

4.

n.

1.

2.

3.

4.

5.

7.

a.

b.

c.

d.

e.

8.

a.

1.

2.

3.

4.

5.

b.

c.

d.

e.

9.

a.

b.

c.

GUTTERS AND CONDUCTOR HEADS

PROVIDE GUTTERS ONLY WHERE INDICATED. FORM GUTTERS TO MATCH

PROFILE AND SIZE SHOWN ON DRAWINGS. FORM GUTTERS IN 8 TO 10

FOOT LONG SECTIONS. CONSTRUCT GUTTERS AND CONDUCTOR HEADS OF

24 GAGE GALVANIZED STEEL.

JOIN SECTIONS WITH LAPPED, INVERTED AND SOLDERED SEAMS.

FURNISH NECESSARY END PIECES, CAPS, OUTLET TUBES, AND MITERS.

SOLDER TO MAKE WATERTIGHT.

SUPPORT GUTTERS NOT OVER 48" APART. SET GUTTERS VIRTUALLY LEVEL.

PROVIDE MAXIMUM SLOPE OF 3/8" FROM HIGHPOINT TO DOWNSPOUT.

INSTALL GUTTER AS INDICATED ON SMACCNA PLATE 20, FIG. A (WITHOUT

CONTINUOUS CLEAT). INSTALL EXPANSION JOINTS WHERE SHOWN ON

DRAWINGS AND SMACCNA PLATE 7.

DOWNSPOUTS

DOWNSPOUTS, INCLUDING ALL NECESSARY ELBOWS AND HANGERS, SHALL

BE FURNISHED AND INSTALLED AT LOCATIONS SHOWN ON ARCHITECTURAL

DRAWINGS.

DOWNSPOUTS SHALL BE RECTANGULAR CORRUGATED, SIZE AS INDICATED

ON THE DRAWINGS, OF 26 GAGE GALVANIZED STEEL. FORM IN 8 TO 1O

FOOT LENGTHS.

DOWNSPOUTS SHALL BE HELD IN POSITION, CLEAR OF WALL BY ANCHORS

NOT MORE THAN 1O FEET ON CENTER, FASTENED SECURELY TO WALL.

HANGERS SHALL BE FABRICATED ON 1/16" X 1" FLAT STOCK GALVANIZED

STEEL. SECURE TO WALL WITH NON-CORROSIVE SCREWS. SEE SMACCNA

PLATE 31, FIG. 1 AND PLATE 34, FIG.G.

END JOINTS SHALL BE LAPPED A MINIMUM OF 1-1/2" IN THE DIRECTION

OF FLOW.

CAST IRON DOWNSPOUT BOOTS SHALL BE PROVIDED AT EACH DOWNSPOUT.

INSTALLATION - GENERAL

SCHEDULE AND COORDINATE SHEET METAL INSTALLATION WITH THE WORK OF

OTHER TRADES WHERE IT IS INTEGRAL OR CONTIGUOUS THEREWITH. MATERIALS

FURNISHED UNDER THIS SECTION, WHICH ARE TO BE BUILT IN BY OTHER

TRADES, SHALL BE DELIVERED TO THE SITE IN SUFFICIENT TIME TO AVOID

DELAYS TO CONSTRUCTION PROGRESS. COORDINATE WITH OTHER TRADES

REGARDING THE LOCATION AND PLACEMENT OF REGLETS, WOOD NAILERS AND

CLEATS.

SURFACES TO WHICH SHEET METAL IS TO BE APPLIED SHALL BE EVEN,

SMOOTH, SOUND, THOROUGHLY CLEAN AND DRY, AND FREE FROM PROJECTING

NAIL HEADS OR OTHER DEFECTS THAT WOULD AFFECT THE APPLICATION.

REPORT IN WRITING ANY UNSATISFACTORY SURFACES TO ARCHITECT.

PROVIDE ALL MISCELLANEOUS SHEET METAL ACCESSORIES OR OTHER ITEMS

ESSENTIAL TO THE COMPLETENESS OF THE SHEET METAL INSTALLATION EVEN

THOUGH NOT SPECIFICALLY SHOWN OR SPECIFIED. ALL SUCH ITEMS, UNLESS

OTHERWISE INDICATED, SHALL BE OF THE SAME KIND OF MATERIAL AS THE

ITEM TO WHICH IT IS APPLIED.

PROVIDE ALL SHEET METAL WORK SHALL BE FURNISHED AND INSTALLED AS

REQUIRED TO PROVIDE A COMPLETELY WEATHERPROOF INSTALLATION, SECURE

AGAINST LEAKS AND WEATHER DAMAGE THROUGH ALL SEVERE TEMPERATURE

AND WEATHER CONDITIONS. SEAMS SHALL OVERLAP IN THE DIRECTION OF

WATER FLOW.

SHEET METAL WORK EXPOSED TO VIEW FROM ANY POINT AROUND OR WITHIN

THE BUILDING SHALL, IN ADDITION TO THE WEATHERPROOFING REQUIREMENTS

SPECIFIED ABOVE, BE PROVIDED SO AS TO PRESENT A FINISHED APPEARANCE

WHICH IS NEAT, UNIFORM AND POSSESSING THE APPEARANCE

CHARACTERISTICS OF GOOD ARCHITECTURAL SHEET METAL WORK. CONCEAL

FASTENINGS WHERE POSSIBLE. WHERE EXPOSURE IS PERMITTED, FASTENINGS

SHALL BE NEAT, SYMMETRICALLY SPACED, AND OF BEST POSSIBLE

APPEARANCE.

JOINING AND FASTENING

EXCEPT WHERE OTHER METHODS OF JOINING ARE INDICATED, SECURE ALL

JOINTS, SEAMS, AND CONNECTIONS OF SHEET METAL WORK AS FOLLOWS:

CONNECTIONS OF ITEMS OF SHEET METAL SHALL BE MECHANICAL BY USE

OF FORMED AND LOCKED METAL, RIVETS, SCREWS, OR SIMILAR

TECHNIQUES.

REMOVE GREASE AND DIRT FROM METAL SURFACES USING CLEAN RAG

SOAKED IN SOLVENT. SMOOTH SURFACES TO BE SOLDERED SHALL BE

ROUGHENED WITH CLEAN EMERY CLOTH OR SANDPAPER (NOT STEEL

WOOL).

REMOVE ALL FLUX RESIDUE BY SCRUBBING, NEUTRALIZING WITH AMMONIA,

OR A 5% TO 10% SOLUTION OF WASHING SODA, FOLLOWED BY A CLEAR

WATER RINSE.

ASSEMBLE PARTS AND SOLDER THROUGH FULL CONTACT AREA. SOLDER

SHALL NOT SHOW ON EXPOSED FACES OF ARCHITECTURAL SHEET METAL

WORK.

TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ACID FLUX OR RESIDUE

FROM RUNNING INTO CONCEALED PORTIONS OF THE WORK, PREVENTING

PROPER CLEANING.

WHERE CLEATS ARE NOT REQUIRED, USE SCREWS, NAILS, BOLTS, RIVETS, ETC.

FOR FASTENING SHEET METAL ITEMS TO OTHER CONSTRUCTION. SPACING OF

FASTENERS SHALL BE AS REQUIRED TO SECURE THE SHEET METAL IN PLACE

AND TO HOLD IT IN PROPER SHAPE. EXCEPT WHERE NOTED OTHERWISE,

INSTALL FASTENERS AT 6 INCH CENTERS.

WHERE DETAILED OR SPECIFIED, AND ELSEWHERE AS REQUIRED TO

ACCOMMODATE MOVEMENT, SECURE SHEET METAL ITEMS USING CLEATS.

CLEATS SHALL BE 2" WIDE AND APPROXIMATELY 3" LONG. LOCK ONE END

INTO THE SEAM OR INTO THE FOLDED EDGE OF THE SHEET, NAIL THE OTHER

END WITH 2 NAILS, AND BEND THE END BACK OVER THE NAIL HEADS. SPACE

CLEATS AT 12" CENTERS, EXCEPT WHERE NOTED OTHERWISE.

PROVIDE SHEET METAL WITH LINES, RIBS, SEAMS AND ANGLES SHARP AND

TRUE, WITH PLANE SURFACES FREE FROM OBJECTIONABLE WAVE, WARP OR

BUCKLE. COMERS SHALL BE MITERED. FOLD BACK EXPOSED EDGES OF SHEET

METAL TO FORM 1/2" WIDE HEM ON THE SIDE CONCEALED FROM VIEW.

MAKE PROVISION FOR EXPANSION AND CONTRACTION OF SHEET METAL, WITH

JOINTS MADE WATERPROOF AND COMPATIBLE WITH THE FUNCTION AND

APPEARANCE OF THE SHEET METAL ITEM. EXPANSION JOINTS SHALL

ACCOMMODATE MOVEMENT SO AS TO ELIMINATE EXCESSIVE STRESS AND

DEFORMATION. WHERE DESIGN OF EXPANSION JOINTS IS NOT DETAILED, THE

SMACCNA MANUAL SHALL BE USED AS A GUIDE. ALTHOUGH THE DRAWINGS

MAY INDICATE THE DESIGN INTENT, BE RESPONSIBLE FOR DETERMINING AND

DEVELOPING JUNCTURES AND PROCEDURES TO MAINTAIN THE FLEXIBILITY AND

WEATHERPROOF INTEGRITY OF THE CONSTRUCTION ACCORDING TO THE

MANUFACTURER'S BEST RECOMMENDATION FOR INSTALLATION.

PROTECTION FROM DISSIMILAR MATERIALS

PROVIDE PROTECTION COATINGS, AND/OR TREATMENT WHICH WILL

PERMANENTLY ISOLATE THE MATERIALS AND PREVENT ADVERSE REACTION,

WHERE SHEET METAL MEMBERS ARE IN CONTACT WITH DISSIMILAR METALS AND

OTHER MATERIALS WHICH MAY CAUSE GALVANIC CORROSION.

WHERE ALUMINUM OR GALVANIZED STEEL SURFACES COME IN CONTACT WITH

METALS OTHER THAN STAINLESS STEEL, ZINC, OR SMALL AREAS OF WHITE

BRONZE, OR COMES IN CONTACT WITH MORTAR, LASTER, CONCRETE, OR

MASONRY MATERIALS

WHERE SHEET METAL IS TO BE IN CONTACT WITH ROOFING OR FLASHING

MATERIALS, METAL SHALL BE COATED WITH PRIMER PRIOR TO THE APPLICATION

OF ANY OTHER MATERIAL.

10.

a.

b.

c.

11.

a.

1.

a.

b.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

a.

b.

c.

13.

14.

a.

1.

2.

b.

15.

a.

b.

c.

16.

17.

18.

19.

20.

a.

b.

21.

22.

23.

COUNTER-FLASHING

PROVIDE METAL COUNTER-FLASHING FOR ALL BASE FLASHINGS INSTALLED BY

SECTION 7510. FORM FLASHING IN 8 OR 10 FOOT LENGTHS, EXCEPT WHERE

SHORTER PIECES ARE REQUIRED. LAP END JOINTS A MINIMUM OF 3", DO NOT

SOLDER OR WELD JOINTS. MAKE FLASHING CONTINUOUS AT ANGLES,

EXTENDING 12" MINIMUM EACH WAY FROM THE CORNER. COUNTER-FLASHING

SHALL OVERLAP BASE FLASHING A MINIMUM OF 4". BOTTOM EDGE OF

FLASHING SHALL BE FOLDED BACK 1/2" ON UNDERSIDE. COUNTERFLASHING

SHALL BE CREASED LONGITUDINALLY AT CENTER OF EXPOSED SURFACE TO

PRODUCE SPRING ACTION THAT WILL HOLD BOTTOM EDGE FIRMLY AGAINST

BASE FLASHING. END TO BE INSERTED IN RECEIVER SHALL BE FORMED AS

DETAILED

INSTALL ALL COUNTER-FLASHING AT WALLS IN EITHER REGLETS OR RECEIVERS

SO AS TO PERMIT INSTALLATION OF REGLETS AND RECEIVERS AS WALLS ARE

BUILT, AND INSTALLATION OF COUNTER-FLASHING AFTER BASE FLASHINGS ARE

IN PLACE.

FOLLOWING INSTALLATION OF COUNTER-FLASHING, INSTALL FULL BEAD OF

SEALANT ALONG THE LINE WHERE THE SHEET METAL RECEIVER ENTERS THE

MASONRY JOINT AND WHERE SHEET METAL ENTERS REGLETS.

ROOF PENETRATIONS

PROVIDE METAL BASE AND CAP FLASHINGS AT ROOF PENETRATIONS FOR

PIPES, SLEEVES, CONDUIT, EQUIPMENT SUPPORTS, STRUTS, AND OTHER SMALL

DIMENSION ITEMS WHERE CURBS ARE NOT PROVIDED.

BASE FLASHING SHALL EXTEND A MINIMUM OF 8 INCHES HORIZONTALLY IN

EACH DIRECTION FROM THE VERTICAL SLEEVE. VERTICAL SLEEVE SHALL BE

WELDED TO FLAT BASE FLASHING, OR MECHANICALLY FASTENED AND MADE

ABSOLUTELY WATERPROOF WITH SOLDER. SLEEVE SHALL BE SUFFICIENTLY

LARGE SO AS TO FIT AROUND THE PENETRATING ITEM WITHOUT CONTACT.

SLEEVE SHALL EXTEND 8" MINIMUM ABOVE ROOF.

I. PAINTING

SAMPLES: SUBMIT THREE PAPER "DRAW DOWN" SAMPLES, 8-1/2 BY 11 INCHES

IN SIZE, ILLUSTRATING RANGE OF COLORS AVAILABLE FOR EACH FINISHING

PRODUCT SPECIFIED.

WHERE SHEEN IS SPECIFIED, SUBMIT SAMPLES IN ONLY THAT SHEEN.

WHERE SHEEN IS NOT SPECIFIED, SUBMIT EACH COLOR IN EACH SHEEN

AVAILABLE.

DELIVER PRODUCTS TO SITE IN SEALED AND LABELED CONTAINERS; INSPECT TO

VERIFY ACCEPTABILITY.

CONTAINER LABEL: INCLUDE MANUFACTURER'S NAME, TYPE OF PAINT, BRAND

NAME, LOT NUMBER, BRAND CODE, COVERAGE, SURFACE PREPARATION, DRYING

TIME, CLEANUP REQUIREMENTS, COLOR DESIGNATION, AND INSTRUCTIONS FOR

MIXING AND REDUCING.

PAINT MATERIALS: STORE AT MINIMUM AMBIENT TEMPERATURE OF 45 DEGREES F

AND A MAXIMUM OF 90 DEGREES F, IN VENTILATED AREA, AND AS REQUIRED BY

MANUFACTURER'S INSTRUCTIONS.

DO NOT APPLY MATERIALS WHEN SURFACE AND AMBIENT TEMPERATURES ARE

OUTSIDE THE TEMPERATURE RANGES REQUIRED BY THE PAINT PRODUCT

MANUFACTURER.

FOLLOW MANUFACTURER'S RECOMMENDED PROCEDURES FOR PRODUCING BEST

RESULTS, INCLUDING TESTING OF SUBSTRATES, MOISTURE IN SUBSTRATES, AND

HUMIDITY AND TEMPERATURE LIMITATIONS.

PROVIDE LIGHTING LEVEL OF 80 FT CANDLES (860 LX) MEASURED MID-HEIGHT AT

SUBSTRATE SURFACE.

PROVIDE ALL PAINT AND COATING PRODUCTS USED IN ANY INDIVIDUAL SYSTEM

FROM THE SAME MANUFACTURER; NO EXCEPTIONS.

PAINTS: BENJAMIN MOORE & CO, SHERWIN WILLIAMS, OR EQUAL

PRIMER SEALERS: SAME MANUFACTURER AS TOP COATS.

BLOCK FILLERS: SAME MANUFACTURER AS TOP COATS.

PAINTS AND COATINGS: READY MIXED, UNLESS INTENDED TO BE A FIELD-

CATALYZED COATING.

PROVIDE PAINTS AND COATINGS OF A SOFT PASTE CONSISTENCY, CAPABLE OF

BEING READILY AND UNIFORMLY DISPERSED TO A HOMOGENEOUS COATING,

WITH GOOD FLOW AND BRUSHING PROPERTIES, AND CAPABLE OF DRYING OR

CURING FREE OF STREAKS OR SAGS.

SUPPLY EACH COATING MATERIAL IN QUANTITY REQUIRED TO COMPLETE ENTIRE

PROJECT'S WORK FROM A SINGLE PRODUCTION RUN.

DO NOT REDUCE, THIN, OR DILUTE COATINGS OR ADD MATERIALS TO COATINGS

UNLESS SUCH PROCEDURE IS SPECIFICALLY DESCRIBED IN MANUFACTURER'S

PRODUCT INSTRUCTIONS.

PRIMERS: WHERE THE MANUFACTURER OFFERS OPTIONS ON PRIMERS FOR A

PARTICULAR SUBSTRATE, USE PRIMER CATEGORIZED AS "BEST" BY THE

MANUFACTURER.

VOLATILE ORGANIC COMPOUND (VOC) CONTENT:

PROVIDE COATINGS THAT COMPLY WITH THE MOST STRINGENT REQUIREMENTS

SPECIFIED IN THE FOLLOWING:

40 CFR 59, SUBPART D--NATIONAL VOLATILE ORGANIC COMPOUND

EMISSION STANDARDS FOR ARCHITECTURAL COATINGS.

ARCHITECTURAL COATINGS VOC LIMITS OF THE STATE OF OHIO/WEST

VIRGINIA.

DETERMINATION OF VOC CONTENT: TESTING AND CALCULATION IN ACCORDANCE

WITH 40 CFR 59, SUBPART D (EPA METHOD 24), EXCLUSIVE OF COLORANTS

ADDED TO A TINT BASE AND WATER ADDED AT PROJECT SITE; OR OTHER

METHOD ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.

COLORS: AS INDICATED ON DRAWINGS

ALLOW FOR MINIMUM OF THREE COLORS FOR EACH SYSTEM, UNLESS

OTHERWISE INDICATED, WITHOUT ADDITIONAL COST TO OWNER.

EXTEND COLORS TO SURFACE EDGES; COLORS MAY CHANGE AT ANY EDGE AS

DIRECTED BY ARCHITECT.

IN FINISHED AREAS, FINISH PIPES, DUCTS, CONDUIT, AND EQUIPMENT THE

SAME COLOR AS THE WALL/CEILING THEY ARE MOUNTED ON/UNDER.

DO NOT BEGIN APPLICATION OF COATINGS UNTIL SUBSTRATES HAVE BEEN

PROPERLY PREPARED.

VERIFY THAT SURFACES ARE READY TO RECEIVE WORK AS INSTRUCTED BY THE

PRODUCT MANUFACTURER.

EXAMINE SURFACES SCHEDULED TO BE FINISHED PRIOR TO COMMENCEMENT OF

WORK. REPORT ANY CONDITION THAT MAY POTENTIALLY AFFECT PROPER

APPLICATION.

TEST SHOP-APPLIED PRIMER FOR COMPATIBILITY WITH SUBSEQUENT COVER

MATERIALS.

MEASURE MOISTURE CONTENT OF SURFACES USING AN ELECTRONIC MOISTURE

METER. DO NOT APPLY FINISHES UNLESS MOISTURE CONTENT OF SURFACES ARE

BELOW THE FOLLOWING MAXIMUMS:

GYPSUM WALLBOARD: 12 PERCENT.

MASONRY, CONCRETE, AND CONCRETE UNIT MASONRY: 12 PERCENT.

CLEAN SURFACES THOROUGHLY AND CORRECT DEFECTS PRIOR TO COATING

APPLICATION.

PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER

FOR ACHIEVING THE BEST RESULT FOR THE SUBSTRATE UNDER THE PROJECT

CONDITIONS.

REMOVE OR MASK SURFACE APPURTENANCES, INCLUDING ELECTRICAL PLATES,

HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS, PRIOR TO

PREPARING SURFACES OR FINISHING.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

SEAL SURFACES THAT MIGHT CAUSE BLEED THROUGH OR STAINING OF TOPCOAT.

REMOVE MILDEW FROM IMPERVIOUS SURFACES BY SCRUBBING WITH SOLUTION OF

TETRA-SODIUM PHOSPHATE AND BLEACH. RINSE WITH CLEAN WATER AND ALLOW

SURFACE TO DRY.

CONCRETE AND UNIT MASONRY SURFACES TO BE PAINTED: REMOVE DIRT, LOOSE

MORTAR, SCALE, SALT OR ALKALI POWDER, AND OTHER FOREIGN MATTER. REMOVE

OIL AND GREASE WITH A SOLUTION OF TRI-SODIUM PHOSPHATE; RINSE WELL AND

ALLOW TO DRY. REMOVE STAINS CAUSED BY WEATHERING OF CORRODING METALS

WITH A SOLUTION OF SODIUM METASILICATE AFTER THOROUGHLY WETTING WITH

WATER. ALLOW TO DRY.

GALVANIZED SURFACES TO BE PAINTED: REMOVE SURFACE CONTAMINATION AND

OILS AND WASH WITH SOLVENT. APPLY COAT OF ETCHING PRIMER.

CORRODED STEEL AND IRON SURFACES TO BE PAINTED: PREPARE USING AT LEAST

SSPC-PC 2 (HAND TOOL CLEANING) OR SSPC-SP 3 (POWER TOOL CLEANING)

FOLLOWED BY SSPC-SP 1 (SOLVENT CLEANING).

UNCORRODED UNCOATED STEEL AND IRON SURFACES TO BE PAINTED: REMOVE

GREASE, MILL SCALE, WELD SPLATTER, DIRT, AND RUST. WHERE HEAVY COATINGS

OF SCALE ARE EVIDENT, REMOVE BY HAND OR POWER TOOL WIRE BRUSHING OR

SANDBLASTING; CLEAN BY WASHING WITH SOLVENT. APPLY A TREATMENT OF

PHOSPHORIC ACID SOLUTION, ENSURING WELD JOINTS, BOLTS, AND NUTS ARE

SIMILARLY CLEANED. PRIME PAINT ENTIRE SURFACE; SPOT PRIME AFTER REPAIRS.

SHOP-PRIMED STEEL SURFACES TO BE FINISH PAINTED: SAND AND SCRAPE TO

REMOVE LOOSE PRIMER AND RUST. FEATHER EDGES TO MAKE TOUCH-UP PATCHES

INCONSPICUOUS. CLEAN SURFACES WITH SOLVENT. PRIME BARE STEEL SURFACES.

RE-PRIME ENTIRE SHOP-PRIMED ITEM.

APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY. ALLOW APPLIED

COATS TO DRY BEFORE NEXT COAT IS APPLIED.

APPLY EACH COAT TO UNIFORM APPEARANCE.

SAND WOOD AND METAL SURFACES LIGHTLY BETWEEN COATS TO ACHIEVE

REQUIRED FINISH.

VACUUM CLEAN SURFACES OF LOOSE PARTICLES. USE TACK CLOTH TO REMOVE

DUST AND PARTICLES JUST PRIOR TO APPLYING NEXT COAT.

REINSTALL ELECTRICAL COVER PLATES, HARDWARE, LIGHT FIXTURE TRIM,

ESCUTCHEONS, AND FITTINGS REMOVED PRIOR TO FINISHING.

D es cr ip tio n B y D at e

D ra w in g D es cr ip ite cts

En gin ee rs

Su rv ey

GARAGE &GARAGE &

MAINTENANCE SHOPMAINTENANCE SHOP

TRANSMITTER RMTRANSMITTER RM

HEAT EXCHANGER RMHEAT EXCHANGER RM

OPERATIONS AREAOPERATIONS AREA

GENERATOR RMGENERATOR RM

UTILITYUTILITY

EXIST BLDG,

NOT IN SCOPE

+/- 9'-0"

22 3

EXIST BLDG,

NOT IN SCOPE

+/- 46'-3 5/8"

GENERAL NOTESGENERAL NOTES

A.

B.

C.

D.

E.

F.

G.

ALL MATERIALS SCHEDULED FOR DEMOLITION AND REMOVAL (UNLESS

DESIGNATED TO BE SALVAGED) SHALL BECOME PROPERTY OF THE

CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF. COORDINATE

WITH OWNER TO VERIFY ALL ITEMS THAT SHALL BE SALVAGED

AND/OR TURNED OVER TO OWNER.

ANY EXISTING COMPONENTS OR FINISHES DAMAGED DURING

CONSTRUCTION ARE TO BE REPAIRED OR REPLACED WITH LIKE KIND

MATERIALS TO MEET OWNER'S APPROVAL.

WHEN INFILLING EXISTING MASONRY OPENINGS, REMOVE ADDITIONAL

BLOCK/BRICK @ EACH JAMB IN ORDER TO TOOTH-IN NEW BLOCK

OR BRICK.

CONTRACTOR TO CAREFULLY REMOVE AND SALVAGE ALL

WALL/CEILING MOUNTED EQUIPMENT AND ACCESSORIES AS REQUIRED

FOR NEW WORK. COORDINATE RELOCATION AND/OR REINSTALLATION

OF ALL EQUIPMENT AND ACCESSORIES WITH OWNER.

VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO WORK.

NOTIFY ARCHITECT OF ANY DISCREPANCIES.

CONTRACTOR SHALL VERIFY ALL EXISTING MATERIALS AND COLORS

LISTED AS "T0 MATCH EXISTING".

CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UNDERGROUND

UTILITIES PRIOR TO START OF WORK. NOTIFY ARCHITECT/ENGINEER

OF ANY CONFLICTING LOCATIONS OF UTILITIES WITH NEW WORK.

D es cr ip tio n B y D at e

D ra w in g D es cr ip ite cts

En gin ee rs

Su rv ey or s

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

FIRST FLOOR - DEMOLITIONFIRST FLOOR - DEMOLITION

PLANPLAN

CODED NOTESCODED NOTES

1. REMOVE EXISTING ABANDONED GENERATOR AND ALL ASSOCIATED

EQUIPMENT INCLUDING EXTERIOR LOUVER. ELECTRICALLY ISOLATE THE

GENERATOR, AUTOMATIC TRANSFER SWITCH, ELECTRICAL DISTRIBUTION

EQUIPMENT, AND ASSOCIATED ELECTRICAL AND CONTROL EQUIPMENT

AND REMOVE ALL EQUIPMENT. PATCH/PREPARE WALL FOR NEW CMU

INFILL AND PATCH/REPAIR WALL(S) AT AREAS OF REMOVED

EQUIPMENT.

2. REMOVE EXISTING EPDM ROOF AND INSULATION DOWN TO EXISTING

T&G DECKING. PATCH/REPAIR EXISTING DECKING WHERE REQURIED TO

PREPARE FOR NEW ROOF.

3. REMOVE EXISTING BALLASTED ROOF ENTIRELY DOWN TO EXISTING T&G

DECKING. PATCH/REPAIR EXISTING DECKING WHERE REQUIRED TO

PREPPARE FOR NEW ROOF.

4. REMOVE ENTIRE EXISTING CAR CANOPY AND CANOPY COLUMNS.

PATCH/REPAIR WALL AS REQUIRED.

5. REMOVE EXISTING ASPHALT SHINGLES. CLEAN/PREPARE SUBSTRATE

FOR NEW ROOF.

6. REMOVE EXISTING CONCRETE PAD AS REQUIRED FOR NEW WORK. AREA

SUPPORTING EXISTING MECHANICAL EQUIPMENT SHALL REMAIN IN

PLACE. COORDINATE DEMOLITION WITH STRUCTURAL DRAWINGS.

7. REMOVE POSTS AND CHAINLINK FENCE AS REQUIRED FOR DEMOLITION

AND NEW WORK. TEMPORARILY STORE AND REPLACE FENCING AFTER

WORK IS COMPLETED.

8. MECHANICAL EQUIPMENT SHALL REMAIN IN PLACE AND OPERATIONAL

DURING DURATION OF WORK. CARE SHALL BE TAKEN TO PROTECT

EQUIPMENT AND ALLOW CONTINUAL OPERATION OF EQUIPMENT.

9. REMOVE EXISTNG UPPER GRATING/PROTECTION OVER DUCTWORK.

PATCH/REPAIR WALL AND ROOF AS REQUIRED.

10. COORDINATE WITH OWNER ON RE-LOCATION AND RE-INSTALLATION OF

ALL ROOF AND WALL MOUNTED EQUIPMENT.

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

ROOF - DEMOLITION PLANROOF - DEMOLITION PLAN

1'-4"

4"

1/2" 2'-3"

3'-8 1/2"

TY

P

TYP.

3/8"∅

BOLTS

CUT FLOOR JOIST AND REPLACE END WITH STEEL

PLATES AND BLOCKING THE SAME SIZE AS JOIST

1/8" THICK STEEL PL. (BOTH

SIDES)

NOTE: PROPERLY SHORE JOISTS BEFORE CUTTING

THE DETERIORATED END OFF

(18) 3/16"∅ SCREWS TO SECURE

WOODEN BLOCK BETWEEN PLATES

1'-0"

1'-7 1/2"

8"

TYP.

1'-4"

1/2" 2'-3"

3'-8 1/2"

1'-0"

1'-5 3/16"

8"

TYP.

3/8"∅

BOLTS

1/8" THICK STEEL PL. (BOTH

SIDES)

NOTE: PROPERLY SHORE JOISTS BEFORE CUTTING

THE DETERIORATED END OFF

(12) 3/16"∅ SCREWS TO SECURE

WOODEN BLOCK BETWEEN PLATES

4"

TYP.

CUT FLOOR JOIST AND REPLACE END WITH STEEL

PLATES AND BLOCKING THE SAME SIZE AS JOIST

1'-4"

4"

1/2" 2'-3"

3'-8 1/2"

TY

P

TYP.

3/8"∅

BOLTS

CUT FLOOR JOIST AND REPLACE END WITH STEEL

PLATES AND BLOCKING THE SAME SIZE AS JOIST

1/8" THICK STEEL PL. (BOTH

SIDES)

NOTE: PROPERLY SHORE JOISTS BEFORE CUTTING

THE DETERIORATED END OFF

(18) 3/16"∅ SCREWS TO SECURE

WOODEN BLOCK BETWEEN PLATES

1'-1"

1'-7 1/2"

8"

TYP.

LOOSE ANGLE SIZE

3 1/2" x 3 1/2" x 5/16"

OPENING

0'-0" - 3'-0"

LINTEL SCHEDULE

3'-1" - 5'-0" 4" x 3 1/2" x 5/16"

6'-7" - 8'-0"

5'-1" - 6'-6"

6" x 4" x 3/8"

5" x 3 1/2" x 3/8"

8" x 4" x 1/2"8'-1" - 10'-0"

NOTE:

1. LOOSE LINTELS ARE FOR EACH 4" WIDTH OF MASONRY.

2. ALL ANGLES SHALL HAVE THEIR SHORT LEG OUTSTANDING AND 6"

MINIMUM BEARING.

3. LINTELS OVER OPENINGS IN INTERIOR MASONRY PARTITIONS NOT

OTHERWISE SPECIFIED SHALL BE PRECAST LIGHTWEIGHT CONCRETE LINTELS

WITH ONE

#5 BAR TOP AND BOTTOM FOR EACH 4" WIDTH.4. GALVANIZE LOOSE STEEL LINTELS LOCATED IN EXTERIOR WALLS

SCALE IN

FEET

0 1 2

SCALE IN

FEET

0 1 2

SCALE IN

FEET

0 1 2

A200 B

A200 A

A200 C

A200 D

HEAT EXCHANGER RMHEAT EXCHANGER RM

TRANSMITTER RMTRANSMITTER RM

OPERATIONS AREAOPERATIONS AREA

GARAGE &GARAGE &

MAINTENANCE SHOPMAINTENANCE SHOP

UTILITYUTILITY

GENERATOR RMGENERATOR RM

37'-3 5/8"

4 1

+/- 38'-9 5/8"

EXIST BLDG,

NOT IN SCOPE

GENERAL NOTESGENERAL NOTES

A.

B.

C.

VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD

PRIOR TO WORK. NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

COORDINATE RE-LOCATION AND RE-INSTALLATION

OF ALL EQUIPMENT AND ACESSORIES WITH OWNER.

WHERE ANY MASONRY WORK IS DONE,

CONTRACTOR SHALL PAINT ENTIRE WALL, CORNER

TO CORNER, TO MATCH EXISTING ADJACENT WALLS.

D es cr ip tio n B y D at e

D ra w in g D es cr ip

FIRST FLOORFIRST FLOOR

CODED NOTESCODED NOTES

1. PROVIDE AND INSTALL NEW LINTEL AT EXISTING

MASONRY OPENING. SEE STRUCTURAL DRAWINGS

FOR MORE INFORMATION.

2. INFILL EXISTING OPENING WHERE GENERATOR

LOUVER WAS REMOVED. REPLACE ALL DAMAGED

CMU. TOOTH IN CMU INTO EXISTING OPENING. PAINT

ENTIRE WALL CORNER TO CORNER TO MATCH

EXISTING ADJACENT WALLS.

3. PAINT WALL CORNER TO CORNER TO MATCH

EXISTING ADJACENT WALLS.

4. MECHANICAL EQUIPMENT SHALL REMAIN IN PLACE

AND OPERATIONAL DURING DURATION OF WORK.

CARE SHALL BE TAKEN TO PROTECT EQUIPMENT

AND ALLOW CONTINUAL OPERATION OF EQUIPMENT.

5. NEW 6" CONCRETE CARPORT FLOOR. COORDINATE

WITH STRUCTURAL DRAWINGS.

Ar ch ite cts

En gin ee rs

Su rv ey

GENERAL NOTESGENERAL NOTES

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

THE DESIGN FOR THIS ROOF REPLACEMENT IS BASED ON THE RUBBERARD 090 MIL EPDM

MEMBRANE WITH 20 YEAR WARRANTY DETAILS BY FIRESTONE BUILDING PRODUCTS CO.

CARMEL INDIANA, WWW.FIRESTONEBPCO.COM. EQUIVALENT ROOFING SYSTEMS WITH EQUIVILANT

WARRANTY…