PECK MAIN ROOF DRAWINGS.pdf

PDF 4 MB Posted Feb 11, 2021

Attached to: Main Roof Replacement Federal contract opportunity
Solicitation number: 47PF0021R0039
Issued by: General Services Administration Public Buildings Service Region 5

About this file

Written by GovTribe AI · Dec 28, 2023

This federal solicitation seeks a general contractor for a main roof replacement project at the John W. Peck Federal Building in Cincinnati, Ohio. The scope of work includes removing the existing 32,456 square foot modified bitumen roof system that is approximately seven years old, replacing all roof drains with new cast iron drains, and installing a new two-ply SBS modified bitumen roof assembly over a gypsum cover board and polyisocyanurate insulation. The project also requires increasing the roof slope to one-quarter inch per foot to improve drainage. The General Services Administration (GSA) Region 5 is the contracting agency, with responses due by the specified date. Siplast is the recommended roof system manufacturer.

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Other files for this federal contract opportunity

Other files attached to Main Roof Replacement, newest first.
File	Type	Posted
Solicitation Amendment 47PF0021R0039_0002.pdf	PDF	Mar 11, 2021
Solicitation Amendment 47PF0021R0039_0001.pdf	PDF	Mar 11, 2021
Pre Proposal Meeting Agenda.pdf	PDF	Mar 11, 2021
Virtual Pre Proposal Sign In Sheet - Peck Main Roof - Sheet1.pdf	PDF	Mar 11, 2021
PECK MAIN ROOF SPECIFICATIONS.pdf	PDF	Feb 11, 2021
RFP 47PF0021R0039.pdf	PDF	Feb 11, 2021

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JOHN W. PECK FEDERAL BUILDING

MAIN ROOF REPLACEMENT

LOCATION MAP (NTS)

MAPS

VICINITY MAP (NTS)

LIST OF DRAWINGS

G001 TITLESHEET

G002 KEY PLANS, NOTES, & SYMBOLS

AD101 DEMOLITION ROOF PLAN

A101 ROOF PLAN

A102 ROOF INSULATION AND WALKWAY PLAN

A103 10TH FLOOR REFLECTED CEILING PLAN

A160 ROOF DETAILS

A161 ROOF DETAILS

A162 ROOF DETAILS

A163 ROOF DETAILS

JOHN W. PECK FEDERAL BUILDING

100% SUBMITTAL: NOV. 24, 2020

ARCHITECTURAL & ENGINEERING CONSTRUCTION DOCUMENTS

PREPARED BY:

550 MAIN ST., CINCINNATI, OH 45202

BUILDING OWNER:

GENERAL SERVICES ADMINISTRATION

Public Building Service, Great Lakes Region 5

PCN: ROH11229

BUILDING NUMBER: OH0189CN

SITE

11028© ELEVAR DESIGN GROUP, INC.

TEL. (513)721-0600 FAX. (513)721-0611

555 Carr St., Cincinnati, OH 45203

TEL. (937)281-0600 FAX. (937)281-0611

120 W. Second St., - Suite 1800, Dayton, OH 45402

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS,

PLANS, OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice

Properly destroy documents when no longer needed

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THIS DOCUMENT

TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice

Properly destroy or return documents when no longer needed

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

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ELEVAR DESIGN GROUP INC.

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JOHN W. PECK FEDERAL BUILDING

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550 MAIN STREET

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OH0189CN

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MAIN ROOF REPLACEMENT

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M. BUCKER

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PCN NO.

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ROH11229

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FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

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(NOT ALL MAY APPLY)

SYMBOLS/ABBREVIATIONS LEGEND

G002

ROOF OVERALL PLAN

SCALE: 1/32" = 1'-0" N

GENERAL NOTES:

A. THE JOHN W. PECK FEDERAL BUILDING IS ELIGIBLE TO BE LISTED ON THE NATIONAL

THIS PROJECT ARE HISTORICALLY SENSITIVE. VISIBLE SURFACES IN THOSE AREAS ARE TO

BE TREATED WITH THE UTMOST CARE. REFER TO SPECIFICATION SECTION 011000 -

SUMMARY, PARAGRAPH 1.3,C, FOR REQUIREMENTS REGARDING SENSITIVITY TO HISTORIC

STRUCTURES.

B. ALL WORK TO FOLLOW BUILDING CODES AND STANDARDS AS REQUIRED BY GSA DOCUMENT

PBS-P100. BUILDING CODES TO INCLUDE, BUT NOT LIMITED TO, INTERNATIONAL BUILDING

CODE (IBC), INTERNATIONAL FIRE CODE (IFC), INTERNATIONAL MECHANICAL CODE (IMC),

INTERNATIONAL ENERGY CONSERVATION CODE (IECC) AND THE NATIONAL ELECTRIC CODE

(NFPA 70). NFPA 101 TECHNICAL EGRESS REQUIREMENTS ARE TO BE USED IN LIEU OF THOSE

IN THE IBC.

C. ALL WORK AFFECTING OCCUPIED BUILDING AREAS OUTSIDE OF THE DESIGNATED AREA OF

WORK IS TO BE COORDINATED WITH OWNER. ALL WORK OUTSIDE OF AREA OF WORK MAY

BE REQUIRED TO BE PERFORMED OUTSIDE OF OCCUPIED HOURS.

D. MOVING / REMOVAL OF LOOSE EQUIPMENT IS THE RESPONSIBILITY OF THE CONTRACTOR.

ALL EQUIPMENT SHALL BE RETURNED TO ORIGINAL LOCATION AND CONDITION PRIOR TO

COMPLETION OF THE PROJECT.

G. CONTRACTOR IS TO DOCUMENT EXISTING CONDITIONS FOR EXISTING DAMAGE WITH

PHOTOGRAPHS. DOCUMENTATION TO BE SUBMITTED TO GSA PRIOR TO COMMENCING

DEMOLITION.

H. CONTRACTOR TO AVOID STAGING ROOFING MATERIALS AND HEAVY EQUIPMENT OVER

UNDERGROUND TUNNEL SYSTEM, TANKS, CISTERNS, ETC.

I. CONTRACTOR TO COORDINATE STAGING AREA LOCATION WITH OWNER AND CITY PRIOR TO

BRINGING MATERIALS ON SITE.

J. ROOFING CONTRACTOR TO COORDINATE ROOF REPLACEMENT WORK WITH OTHER

ONGOING CONSTRUCTION PROJECTS REQUIRING ACCESS TO THE BUILDING AND THE AREA

DIRECTLY ADJACENT TO THE ENTIRE BUILDING PERIMETER.

K. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING DEMOLITION AND / OR NEW WORK

IN ABATED AREAS SHALL HAVE RECEIVED TRAINING IN ACCORDANCE WITH ALL APPLICABLE

REGULATIONS.

L. CONTRACTOR TO MAINTAIN PATH OF EGRESS WITHIN THE BUILDING AT ALL TIMES.

WORK RESTRICTIONS

CODE DATA:

BUILDING CODE:

IBC 2018

OCCUPANCY CLASSIFICATION:

BUSINESS GROUP B. (NO CHANGE IN USE.)

HEIGHT ABOVE GRADE:

ALLOWABLE: 180 FT ACTUAL: 161 FT

STORIES ABOVE GRADE:

ALLOWABLE: 12 STORIES ACTUAL: 11 STORIES

TYPE OF CONSTRUCTION :

TYPE IB

BUILDING AREA:

ALLOWABLE: UNLIMITED ACTUAL: 696,714 SF

AREA OF ROOF REPLACEMENT:

32,456 SF

FIRE RESISTANCE RATING REQUIREMENTS (TABLE 601 & 602):

BUILDING ELEMENT RATING

ROOF ASSEMBLY 1 HOUR

NON-LOAD BEARING EXTERIOR WALL 0 HOUR

FIRE PROTECTION SYSTEMS:

BUILDING IS FULLY SPRINKLERED. (NO CHANGE TO SYSTEMS.)

REFER TO SPECIFICATION SECTIONS 01 50 00 AND 01 50 00 A FOR ALL WORK RESTRICTIONS IN PLACE AT THE J.W. PECK

FEDERAL BUILDING.

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AREA OF WORKUPPER ROOF

NOT IN CONTRACT

GENERAL ROOF NOTES

A. CONTRACTOR TO VERIFY DIMENSIONS AND WORKING CONDITIONS IN FIELD BEFORE BIDDING.

B. ALL DISSIMILAR METALS TO BE SEPARATED BY PAINT COAT TO AVOID ELECTROLYTIC REACTION.

C. DO NOT INSTALL WOOD NAILERS AHEAD OF NEW ROOFING WORK. ONLY INSTALL NAILERS THAT

CAN BE COVERED THE SAME DAY.

D. ALL SHEET METAL SURFACES TO BE BONDED TO ROOFING MEMBRANE SHALL BE BARE METAL

OR HYLAR OR KYNAR COATED.

E. EQUIPMENT AND PENETRATIONS AS SHOWN ARE APPROXIMATE LOCATIONS AND SIZES.

CONTRACTOR TO VERIFY IN FIELD. CONDUIT AND SMALLER PENETRATIONS NOT SHOWN -

VERIFY IN FIELD.

F. MINIMUM FLASHING HEIGHT TO BE 8" U.O.N.

G. ALL LUMBER TO BE PRESSURE TREATED EXCEPT FOR PLYWOOD, U.O.N.. PLYWOOD TO BE APA

EXTERIOR RATED FIRE RETARDANT.

H. MEMBRANE SECUREMENT AND FLASHING DETAILS ARE TYPICAL OF ALL FOUR SIDES OF ALL

ROOF PENETRATIONS.

I. PROTECT NEW ROOFS AFTER INSTALLATION - AVOID OR MINIMIZE TRAFFIC AT NEW ROOF AREAS.

J. CAULK ALL OPENINGS ABOVE ROOF SUCH AS WINDOWS, LOUVERS, ETC. COMPLETELY REMOVE

EXISTING SEALANT PRIOR TO INSTALLATION.

K. ALL FASTENERS TO BE 316 STAINLESS STEEL UNLESS OTHERWISE REQUIRED BY ROOF

MANUFACTURER.

L. ROOFING CONTRACTOR TO ADJUST ALL EXISTING ROOF DRAIN HEIGHTS TO ACCOMMODATE THE

NEW ROOF SYSTEM. PROVIDE DRAIN EXTENSIONS TO ACCOMMODATE THE NEW ROOF

THICKNESS AS REQUIRED. ALL DROP TUBES, SLEEVED DRAINS, OR DRAINS WITHOUT CLAMPING

RINGS ARE TO BE REPLACED WITH NEW CAST IRON ROOF DRAINS WHETHER NOTED OR NOT.

M. COVER AND WEIGHT DOWN ALL MATERIALS LEFT ON ROOF DURING CONSTRUCTION.

N. CONTRACTOR TO REMOVE ALL EXISTING ROOF SYSTEMS DOWN TO ROOF DECK. SEE TEST

CUTS FOR ROOF SYSTEMS. IT IS THE CONTRACTORS RESPONSIBILITY TO PERFORM TEST CUTS

PRIOR TO BIDDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY SEAL ALL

TEST CUTS AND COORDINATE ALL ROOF ACCESS WITH THE OWNER. REMOVAL TO INCLUDE BUT

IS NOT LIMITED TO FLASHING MATERIALS, FASTENERS, ETC. FROM ALL WALLS PRIOR TO THE INSTALLATION OF NEW FLASHING. ALL BUR BASE SHEETS HAVE BEEN HOT MOPPED TO THE ROOF

DECK.

O. THE CONTRACTOR SHALL DISCONNECT, REMOVE, AND RECONNECT ALL ROOF TOP EQUIPMENT

AS NEEDED TO COMPLETE THE WORK. CONTRACTOR IS ALSO TO EXTEND DUCTWORK,

SUPPORTS, AND ELECTRIC TO ACHIEVE 8" MIN. FLASHING HEIGHT. CONTRACTOR TO CONFIRM

ALL EQUIPMENT IS IN WORKING CONDITION AFTER THE WORK IS COMPLETED.

P. ALL METAL SEAMS TO BE POP RIVETED AND SOLDERED UNLESS PRE-FINISHED METAL IS

SPECIFIED. HEM ALL METAL EDGES.

Q. COORDINATE ALL STAGING AREAS WITH THE OWNER.

R. CONTRACTOR TO REPLACE ALL EXISTING COUNTER FLASHING. REPLACE ALL MISSING OR

DAMAGED COMPONENTS.

S. FASTEN GALVANIZED STEEL PLATE COVERING HOLES IN THE ROOF DECK WITH MINIMUM OF (4)

FASTENERS.

T. THE EXISTING ROOF DECK IS CONCRETE.

U. PROVIDE 16 GAUGE GALVANIZED STEEL PLATE TO COVER ALL HOLES IN THE ROOF DECK 24"X24"

OR SMALLER. FASTEN PLATE AT ALL CORNERS. PLATE MUST EXTEND PAST THE EDGE OF THE

OPENING IN ALL DIRECTIONS AT LEAST 2".

V. CONTRACTOR SHALL TAPE OR OTHERWISE SEAL ALL CRACKS AND HOLES IN THE ROOF DECK

PRIOR TO INSTALLING NEW ROOF TO PREVENT ADHESIVES OR OTHER MATERIALS FROM

ENTERING THE INTERIOR OF THE BUILDING. TAPE AND/OR SEALANT SHALL BE COMPATIBLE WITH

THE ROOF DECK AND THE NEW ROOF ASSEMBLY AND SHALL BE APPROVED BY THE ROOF

MANUFACTURER.

W. TAPER FIELD INSULATION A MINIMUM OF 1/4" PER FOOT. TAPER CRICKETS AND SADDLES A

MINIMUM OF 1/2" PER FOOT. PROVIDE POLYISOCYANURATE INSULATION SET IN LOW RISE

POLYURETHANE ADHESIVE. INSULATION SHALL BE 2" THICK MAX. STAGGER ALL JOINTS

HORIZONTALLY AND VERTICALLY. ALL GAPS 1/4" OR LARGER ARE TO BE FILLED WITH

INSULATION.

X. CONTRACTOR WILL BE ALLOWED ACCESS TO THE PERIMETER OF THE BUILDING FOR

PLACEMENTS OF DUMPSTERS, RIGGING AND STAGING. ALL ACTIVITIES NEED TO BE

COORDINATED WITH THE OWNER.

Y. CONTRACTORS ARE TO KEEP STAGING AREAS IN A NEAT AND ORDERLY MANNER FOLLOWING

MANUFACTURER'S RECOMMENDED METHODS OF KEEPING MATERIALS OFF OF DIRECT CONTACT

WITH THE GROUND. INSULATION MUST BE KEPT DRY AT ALL TIMES.

Z. MATERIALS STORED ON THE ROOF MUST BE DOUBLE TARPED AND NOT IMPEDE THE FLOW OF

WATER TO THE DRAINS.

AA. CONTRACTOR SHALL GENERALLY KEEP WORK AREAS CLEAN OF DEBRIS THAT MAY BE BLOWN

OUTSIDE THE JOB SITE.

AB. BUILDING ENTRANCES/EXITS CANNOT BE BLOCKED. CONTRACTOR TO OBTAIN ALL PERMITS FOR

STREET, SIDEWALK CLOSURES, ETC.

AC. ALL ROOF PENETRATIONS ARE SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL ROOF PENETRATIONS PRIOR TO BIDDING THE WORK. CONTRACTOR IS RESPONSIBLE

TO REVIEW ALL DRAWINGS FOR THIS PROJECT AND PROVIDE FLASHING FOR ALL ROOF

PENETRATIONS, INDICATED OR NOT.

AD. ALL EXISTING WOOD BLOCKING AND NAILERS ARE TO BE REPLACED UNLESS OTHERWISE NOTED.

AE. THE WOOD BLOCKING SHOWN IN THE DETAILS AND SECTIONS ARE GRAPHIC REPRESENTATIONS ONLY. SOLID CONTINUOUS BLOCKING SHALL BE PROVIDED TO MATCH ROOF INSULATION AT THE

THICKEST POINT AND MAINTAIN THE SAME ELEVATION FOR THE ENTIRE PERIMETER OF THE

ROOF.

AF. PROVIDE 1/2" THICK HIGH DENSITY POLYISOCYANURATE COVER BOARD OVER ALL INSULATION

UNLESS ANOTHER COVER BOARD IS NOTED IN THE DRAWINGS OR THE SPECIFICATIONS.

AG. CONTRACTOR IS TO INSTALL ROOF MEMBRANE IN A SHINGLE FASHION WITH NO BACKWATER

LAPS. PROVIDE SHOP DRAWINGS INDICATING SEAM LAYOUT PRIOR TO STARTING THE WORK.

AH. CONTRACTOR TO REMOVE AND REINSTALL EXISTING LADDERS, RAILINGS, PIPING, CONDUIT, ETC.

AS REQUIRED TO PERFORM THE WORK. REPLACE ALL BROKEN OR MISSING COMPONENTS OF

ITEMS REMOVED AND REINSTALLED.

AI. INSTALL INSULATION IN A FULL SPRAY, OR BEAD EXTRUSIONS NOT EXCEEDING 3" O.C.

AJ. PROVIDE 8'-0" x 8'-0" INSULATION SUMPS AT ALL ROOF DRAINS. PROVIDE POSITIVE SLOPE AT ALL

ROOF DRAINS, SCUPPERS, ETC.

AK. ALL EXISTING WOOD BLOCKING TO REMAIN IS TO BE FASTENED WITH SCREWS AS PER FM 1-49

PLACEMENT. PRE-DRILL AS REQUIRED FOR ATTACHMENT TO STRUCTURAL STEEL, CONCRETE,

ETC.

AL. COORDINATE SHUTDOWN OF MECHANICAL, ELECTRICAL, FIRE PROTECTION, ETC. EQUIPMENT

AND SYSTEMS WITH OWNER.

AM. WATERJET OR AUGUR ALL ROOF DRAINS 20'-0" MIN. AT THE CONCLUSION OF THE PROJECT.

AN. CONTRACTOR SHALL RAISE ALL EQUIPMENT CURBS, RAILS, AND SUPPORTS AS REQUIRED TO

PROVIDE MINIMUM FLASHING HEIGHT U.O.N.

LIST OF BID OPTIONS: REFER TO SPECIFICATION SECTION 01 24 00

0 32'16'8' 64'

GENERAL ROOF DRAIN NOTES

1. DESCRIPTION

A. INSTALL NEW CAST IRON ROOF DRAINS. PROVIDE ALL MATERIAL AND

LABOR FOR A COMPLETE INSTALLATION.

B. PROVIDE THE FOLLOWING:

1. ROOF DRAINS FOR 5" DIAMETER PIPE.

2. PIPING AND ALL ASSOCIATED HANGERS, FITTINGS, ETC. FOR A

COMPLETE AND FUNCTIONING INSTALLATION THAT IS BUILDING

CODE COMPLIANT

3. INSULATE DRAIN SUMP AND 10'-0" OF PIPING.

4. PROVIDE FIRESTOPPING AND METAL SLEEVES FOR PIPING THAT

PENETRATES UL RATED PARTITIONS.

5. REPAIR ALL FINISHES DAMAGED BY ROOF DRAIN AND ROOF DRAIN

CONDUCTOR INSTALLATION.

6. PROVIDE CLEANOUTS AS REQUIRED.

2. QUALITY ASSURANCE

A. STANDARDS

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) AND

CAST IRON SOIL PIPE INSTITUTE (CISPI).

3. MANUFACTURER'S

A. PIPING

1. CAST IRON: AMERICAN CAST IRON, TYLER PIPE, OR U.S. PIPE AND

FOUNDRY

2. ROOF DRAINS AND CLEANOUTS: WADE, ZURN, J.R. SMITH OR

JOSAM.

4. PIPING

A. HUBLESS CAST IRON (CISPI-301)

B. SERVICE WEIGHT CAST IRON (ASTM 474)

C. CPVC MUST MEET 25/50 FIRE SMOKE DEVELOPED AS PER ASTEM 84

5. JOINTS

A. RUBBER GASKETS (ASTM C564) BY DUAL-TIGHT OR TY SEAL WITH

LUBRICANT EQUAL TO LUBRIFAST.

B. "NO-HUB" COUPLINGS (CISPI-310) WITH NEOPRENE SLEEVE AND

STAINLESS STEEL CLAMPS.

6. INSULATION MATERIALS

A. MINERAL-FIBER INSULATION: GLASS FIBERS BONDED WITH A THERMO-

SETTING RESIN COMPLYING WITH THE FOLLOWING:

1. PREFORMED PIPE INSULATION: COMPLY WITH ASTM C 547, TYPE 1,

WITH FACTORY-APPLIED, ALL-PURPOSE, VAPOR-RETARDER JACKET.

2. FIRE-RESISTANT ADHESIVE: COMPLY WITH MIL-A-3316C IN THE

FOLLOWING CLASSES AND GRADES:

2.1. CLASS 1, GRADE "A" FOR BONDING GLASS CLOTH AND TAPE TO

UNFACED GLASS-FIBER INSULATION, FOR SEALING EDGES OF

GLASS-FIBER INSULATION, AND FOR BONDING LAGGING CLOTH

TO UNFACED GLASS-FIBER INSULATION.

2.2. CLASS 2, GRADE "A" FOR BONDING GLASS-FIBER INSULATION

TO METAL SURFACES.

3. VAPOR-RETARDER MASTICS: FIRE- AND WATER - RESISTANT

VAPOR-RETARDER MASTIC FOR INDOOR APPLICATIONS. COMPLY

WITH MIL-C-19565C, TYPE 11.

4. MINERAL-FIBER INSULATION CEMENTS: COMPLY WITH ASTM C 195.

5. MINERAL-FIBER, HYDRAULIC SETTING INSULATING AND FINISHING

CEMENT: COMPLY WITH ASTM C 449/C 449M

7. ROOF DRAINS

A. GENERAL CONSTRUCTION

A.A. ADJUSTABLE CAST IRON BODY AND DOME, BOTTOM OUTLET INSIDE

CAULK, MEMBRANE CLAMPING COLLARS, ROOF SUMP RECEIVER,

DECK CLAMP AND ACCESSORIES SMITH MODEL 1015-Y-R-C-CIDDUCO

OR APPROVED EQUAL.

8. CLEANOUTS

A. ALL CLEANOUTS TO BE LINE SIZE UP TO AND INCLUDING 4" AND

INSTALLED IN ACCESSIBLE LOCATIONS.

9. GENERAL INSTALLATION

A. PITCH STORM PIPING NO LESS THAN 1/8" INCHES PER FOOT AND NOT

MORE THAN 1/4" INCHES PER FOOT, U.O.N. ALL PIPING TO BE

CONCEALED, U.O.N.

B. INSTALL CLEANOUTS AT THE BASE OF ALL STACKS AT 18 INCHES ABOVE

FINISHED FLOOR.

C. ROOF DRAINS SHALL BE INSTALLED AT LOW POINTS SHOWN ON THE

DRAWINGS. ROOFING MEMBRANE SHALL BE EXTENDED INTO ROOF

DRAIN AND SECURED WITH COLLAR. INSTALL SEALING GASKETS

BETWEEN COLLAR AND DRAIN. OFFSET PIPING BELOW ROOF TO ALLOW

FOR THERMAL EXPANSION AND CONTRACTION.

D. VERTICAL DOWNSPOUTS SHALL BE SUPPORTED BY RISER FLOOR

CLAMPS AT EVERY FLOOR.

E. ALL CHANGES OF DIRECTIONS SHALL BE MADE WITH TY OR Y FITTINGS

AND 1/8" BENDS AS REQUIRED.

F. ALL STORM PIPING IN RETURN AIR PLENUMS SHALL BE INSULATED WITH

PIPE INSULATION MEETING THE REQUIREMENTS FOR RETURN AIR

PLENUMS.

10. CLEANOUTS

A. INTERIOR

1. TOP OF CLEANOUTS SHALL BE INSTALLED FLUSH AND LEVEL WITH

WALL OR FLOOR. ALL ITEMS NOT INSTALLED FLUSH AND LEVEL

WILL BE REMOVED AND REPLACED BY THIS CONTRACTOR AT NO

COST TO THE OWNER.

11. COORDINATION

A. COORDINATE PIPING WITH BEAMS, JOISTS, FOUNDATION PIERS AND

WALLS.

B. COORDINATE ROOF DRAIN AND CLEANOUT LOCATIONS, ELEVATIONS,

AND INSTALLATION WITH THE GENERAL CONTRACTOR.

12. TESTS

A. TEST ENTIRE PIPING SYSTEM AS REQUIRED BY THE LOCAL CODE

AUTHORITY.

B. FOR MINIMUM TEST, PLUG PIPING AND FILL WITH WATER TO HIGHEST

POINT ON ROOF. MAINTAIN FOR ONE HOUR WITH NO LEAKAGE. REPAIR

ANY DEFICIENCIES. FINAL TEST TO BE CONDUCTED WITH SMOKE OR

PEPPERMINT AT 1 IN. W.G. FOR 15 MINUTES. INSTALL GASKETS OR RESET

ROOF DRAINS AS REQUIRED.

C. ALL TESTS TO BE PERFORMED BEFORE ANY PIPING IS COVERED OR

CONCEALED. TESTS SHALL BE WITNESSED BY OWNER'S

REPRESENTATIVE.

D. A WRITTEN RECORD OF TESTS SHALL BE SUBMITTED TO OWNER'S

REPRESENTATIVE.

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GENERAL SERVICES ADMINISTRATION

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SHEET SIZE

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SUB A/E

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PRIME A/E

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CONS. CONTR.

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CONTRACTORS

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ELEVAR DESIGN GROUP INC.

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GS-05-P-17-SC-D-005

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47PF00-20-F-0335

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NONE

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JOHN W. PECK FEDERAL BUILDING

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550 MAIN STREET

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CINCINNATI

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OH0189CN

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MAIN ROOF REPLACEMENT

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M. BUCKER

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ARCH

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PCN NO.

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ROH11229

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SHEET DESIGNATOR

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KEYPLANS, NOTES & SYMBOLS

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AutoCAD SHX Text G002

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AutoCAD SHX Text 11/24/2020

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100% SUBMITTAL

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90% SUBMITTAL

AutoCAD SHX Text 09/11/2020

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75% SUBMITTAL

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50% SUBMITTAL

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30% SUBMITTAL

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KLH

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230 S. DEARBORN CHICAGO, IL

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FINISH FLOOR LINE

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FFL

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WELDED WIRE FABRIC

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PRESSURE TREATED

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POWER COMPANY

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PUSH BUTTON

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ELECTRICAL PANEL

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FIRE EXTINGUISHER

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INSULATION (RIGID)

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INSULATION (BATT)

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FLOOR DRAIN

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FLOOR TO FLOOR

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KNOCK OUT (PANEL)

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ISOLATION JOINT

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F TO F

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HAND RAIL

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WWF

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REVISION

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WOOD (WD)

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CODED NOTE

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MEDICINE CABINET

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LONG LEG VERTICAL

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INTERCOM SYSTEM

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ROOF CONDUCTOR

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NOT TO SCALE

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STAINLESS STEEL

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STEEL (STL)

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TEL. COMPANY

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ROOF DRAIN

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CURB SCUPPER

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CONTROL JOINT

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DITTO (SAME)

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EXPANSION JOINT

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CENTER LINE

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EWC

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EAC

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CONT

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CONTINUOUS

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UON

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TELEPHONE

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FACE BRICK

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SCUPPER

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ACCESS PANEL

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BUILT-UP ROOF

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CONST. JOINT

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CONDUIT

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CEILING HEIGHT

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CONCRETE BLOCK

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CTJ

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CONCRETE

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BRICK

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ALUM

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BUR

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ALUMINUM

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NORTH

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NTS

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MECHANICAL EQUIPMENT

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LLV

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NEW WORK

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NOT IN CONTRACT

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HOT WATER HEATER

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EQUAL

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HWH

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LINTEL

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NIC

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DUCT SUPPORT CURB

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FOUNDATION

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FDN

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PLYWOOD

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ON CENTER LINE

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GLAZED TILE

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DOWN SPOUT

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DRAIN PIPE

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DSC

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LONG LEG HORIZONTAL

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LLH

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EXISTING

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EXPOSED AGGREGATE CONCRETE

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UNLESS OTHERWISE NOTED

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ELECTRIC WATER COOLER

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DRYWALL PARTITION OR METAL PARTITION

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ELEVATION NUMBER SHEET NUMBER

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DETAIL NUMBER SHEET NUMBER

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EXISTING WORK TO BE REMOVED (UNO)

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EXISTING WORK TO REMAIN

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SECTION (LOOKING UP)

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TO BE DETERMINED

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TBD

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FIELD VERIFY

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LINE OF WALKPADS. PROVIDE 2" MAX. SPACE BETWEEN WALKWAY

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VENT

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TEST CUT

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ROOF SCUTTLE

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PIPE VENT

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POURABLE SEALER POCKET/PITCH POCKET

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PIPE

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OVERFLOW DRAIN

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OVERFLOW ROOF DRAIN

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ORD

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OVERFLOW SCUPPER

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LIGHTNING PROTECTION

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LADDER

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FLUE

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EXHAUST FAN

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ROOF SLOPE

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XXX

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FERNANDEZ

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EMILIO

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THOMAS

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SUSPENDED ACCESS AND FALL PROTECTION POST, TYP.

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SIM.

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SIMILAR

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OPERATIONS AND MAINTENANCE CONTRACTOR

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POUNDS PER SQUARE FOOT

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PSF

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VERIFY IN FIELD

SUSPENDED ACCESS AND FALL PROTECTION CORNER POST

2.3

3.4

4.5

C D E G HF LK M N OJ

386'-8"

21'-2" 334'-4" 31'-2"

-8

1' -2

9' -4

-2

TC #1

TC #2PV

(E)

RD (E) RD (E) RD (E) RD (E)

RD (E)

RD (E)RD (E)RD (E)RD (E)

RD (E)

TYP.

3 TYP.

3TYP.

4 4 4 4

1111 TYP.

TYP.

11 14

12 TYP.

5 55

15 TYP.

15TYP.

12'-0" +/- V.I.F.

A160

TYP.

A160

TYP.

A160

TYP.

A160

TYP.

A160

TYP.

16 16

16161616

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS,

PLANS, OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice

Properly destroy documents when no longer needed

GENERAL NOTES: (ALL MAY NOT APPLY)

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy documents when no longer needed

KEYNOTES:

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

DEMOLITION ROOF PLAN

AD101

1 N

0 16'8'4' 32'

A. REFER TO SHEET G002 FOR ADDITIONAL GENERAL NOTES, ROOF NOTES,

AND ROOF DRAIN NOTES.

B. JOHN W. PECK FEDERAL BUILDING O&M CONTRACTOR:

LB&B ASSOCIATES, INC.

DUNS #793374034

PROJECT MANAGER: DUFF SHARP

PHONE: 513-384-0036

FAX: 513-381-5278

EMAIL: dsharp@lbbassociates.com

CONTRACT GS-05P-11SLD011

1. EXISTING PENTHOUSE. PENTHOUSE ROOF: NOT IN

CONTRACT.

2. REMOVE EXISTING ROOF SYSTEM TO STRUCTURE.

REMOVAL TO INCLUDE BUT NOT LIMITED TO THE

FOLLOWING: FLASHING, INSULATION, BASE SHEET

AND CURB FLASHING, ETC. SEE TEST CUTS AND

DETAIL 1/A160.

3. REMOVE EXISTING EDGE METAL, CANT AND WOOD

BLOCKING. EXISTING CONCRETE CANT/CURB AT

ROOF EDGE TO REMAIN. CONTRACTOR TO REPAIR

OR REPLACE ANY SECTION OF THE CURB DAMAGED

DURING CONSTRUCTION

4. REMOVE EXISTING ROOF DRAIN, STRAINER AND ALL

ASSOCIATED HARDWARE.

5. CORE ROOF DECK FOR NEW ROOF DRAIN.

COORDINATE FINAL LOCATION OF PENETRATION

WITH ROOF DECK STRUCTURE, AND MECHANICAL,

ELECTRICAL, FIRE PROTECTION, AND ALL OTHER

SYSTEMS SUSPENDED FROM ROOF DECK AND WITH

OWNER.

6. REMOVE EQUIPMENT CURBS AND PATCH ROOF

DECK AS REQUIRED FOR ROOF INSTALLATION. O&M

CONTRACTOR SHALL REMOVE ABANDONED

EQUIPMENT AND CONDUIT PRIOR TO CURB

DEMOLITION. CONTRACTOR SHALL COORDINATE

WITH OWNER AND O&M CONTRACTOR.

7. EXISTING GLYCOL AND HVAC PIPES TO REMAIN.

PROTECT DURING CONSTRUCTION. REFER TO

KEYNOTES 11 AND 12 ON A101 FOR ADDITIONAL

INFORMATION.

8. ELEVATOR ACCESS.

9. EXISTING GANTRY DOORS IN FLOOR. PROTECT AT

ALL TIMES DURING CONSTRUCTION.

10. EXISTING INTAKE AIR LOUVERS. O&M CONTRACTOR

SHALL REPLACE ALL INTAKE AIR FILTERS FOR EACH

LOUVER EVERY 30 CALENDAR DAYS FOR THE

DURATION OF CONSTRUCTION UNTIL SUBSTANTIAL

COMPLETION AS APPROVED BY OWNER. ALL INTAKE

AIR FILTERS FOR EACH LOUVER SHALL BE

REPLACED AT THE END OF THE PROJECT.

CONTRACTOR SHALL COORDINATE WITH O&M

CONTRACTOR AND SHALL INCLUDE COST OF FILTER

REPLACEMENTS AND O&M CONTRACTOR'S LABOR IN

BASE BID.

11. EXISTING MECHANICAL UNIT TO REMAIN. REMOVE

FLASHING AND CURB CAP.

12. EXISTING CERTIFIED SUSPENDED ACCESS AND FALL

PROTECTION EQUIPMENT TO REMAIN. REMOVE

FLASHING. PROTECT FALL PROTECTION SYSTEM

DURING CONSTRUCTION. ANY DAMAGE TO THE

SUSPENDED ACCESS SYSTEM SHALL BE REPAIRED

AT THE CONTRACTOR'S EXPENSE. ALL DEMOLITION

WITHIN 4'-0" OF THE EQUIPMENT SHALL BE DONE BY

HAND.

13. EXISTING FLAGPOLE AND TIE-BACKS TO REMAIN.

PROTECT DURING CONSTRUCTION. REMOVE

FLASHING AT FLAGPOLE AND TIE-BACKS.

14. EXISTING MECHANICAL UNIT TO REMAIN. REMOVE

SUPPORT POST FLASHING.

15. EXISTING METAL PANEL SIDING TO REMAIN.

PROTECT DURING CONSTRUCTION.

16. WATER TEST ROOF DRAIN FOR LEAKS. DRAIN SHALL

BE PLUGGED, FILLED WITH WATER AND EXAMINED

FOR LEAKS AFTER 24 HOURS. WHERE DRAIN LEAKS,

REMOVE AND REPLACE DRAIN BOWL ASSEMBLY

WITH NEW CAST IRON DRAIN BOWL ASSEMBLY.

MORTAR NEW DRAIN BOWL ASSEMBLY IN PLACE.

TEST CUTS

TC #1

1/8" MODIFIED BITUMEN SHEETS

1/2" GYPSUM COVERBOARD

1" POLYISOCYANURATE

2 3/4" POLYISOCYANURATE

3/4" 3-PLY, BUILT UP ASPHALT ROOF MOPPED TO DECK

CONCRETE DECK

TOTAL SYSTEM THICKNESS: +/- 5 1/8"

TC #2

1/8" MODIFIED BITUMEN SHEETS

1/2" GYPSUM COVERBOARD

3/4" POLYISOCYANURATE

2" POLYISOCYANURATE

3" POLYISOCYANURATE

3/4" 3-PLY, BUILT UP ASPHALT ROOF MOPPED TO DECK

CONCRETE DECK

TOTAL SYSTEM THICKNESS: +/- 7 1/8"

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THOMAS

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SHEET

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DISCIPLINE

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DRAWING NO.

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DRAWN BY

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DATE

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GSA PM

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PROJ. DESC.

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BLDG NO.

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CITY/ST./ZIP

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STREET

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BLDG NAME

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MARK

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FLOOR NO.

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DATE

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DESCRIPTION

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REVISION

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TITLE

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GENERAL SERVICES ADMINISTRATION

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SHEET SIZE

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SUB A/E

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PRIME A/E

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CONS. CONTR.

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A/E CON. NO.

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CONTRACTORS

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CONSTR. CON.

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A/E TASK NO.

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CONS. WORK

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CONTRACTOR INFO

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NONE

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ELEVAR DESIGN GROUP INC.

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NONE

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GS-05-P-17-SC-D-005

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NONE

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47PF00-20-F-0335

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NONE

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JOHN W. PECK FEDERAL BUILDING

AutoCAD SHX Text

550 MAIN STREET

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CINCINNATI

AutoCAD SHX Text

AutoCAD SHX Text 45202

AutoCAD SHX Text 24X36

AutoCAD SHX Text

OH0189CN

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MAIN ROOF REPLACEMENT

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M. BUCKER

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ARCH

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PCN NO.

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ROH11229

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SHEET DESIGNATOR

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DEMOLITION ROOF PLAN

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AD101

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AutoCAD SHX Text 11/24/2020

AutoCAD SHX Text

100% SUBMITTAL

AutoCAD SHX Text 10/21/2020

AutoCAD SHX Text

90% SUBMITTAL

AutoCAD SHX Text 09/11/2020

AutoCAD SHX Text

75% SUBMITTAL

AutoCAD SHX Text 06/11/2020

AutoCAD SHX Text

50% SUBMITTAL

AutoCAD SHX Text 04/23/2020

AutoCAD SHX Text

30% SUBMITTAL

AutoCAD SHX Text

KLH

AutoCAD SHX Text

230 S. DEARBORN CHICAGO, IL

AutoCAD SHX Text 04/23/2020

2.3

3.4

4.5

C D E G HF LK M N OJ

386'-8"

21'-2" 334'-4" 31'-2"

-8

1' -2

9' -4

-2

RD RD

RDRDRDRD

TYP.

3 TYP.

3TYP.

4 4 4 4

8 TYP.

7 5

A161

A160

TYP.

A161

RD RD

RD18

TYP.

A160

TYP.

A160

TYP.

A160

TYP.

A160

TYP.

16 TYP.

16 TYP.16 TYP.

16TYP.

-99.0 PSF

-68.0 PSF

-99.0 PSF

-68.0 PSF

-99.0 PSF

-68.0 PSF

-99.0 PSF

'-0

16'-0"

'-0

16'-0"

'-0

16'-0"

'-0

16'-0"

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS,

PLANS, OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice

Properly destroy documents when no longer needed

GENERAL NOTES: (ALL MAY NOT APPLY)

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy documents when no longer needed

KEYNOTES:

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

NEW ROOF PLAN

A101 1 N

0 16'8'4' 32'

A. REFER TO SHEET G002 FOR ADDITIONAL GENERAL NOTES, ROOF NOTES,

AND ROOF DRAIN NOTES.

B. DURING ALL WEATHER EVENTS, ALL ROOF DRAINS SHALL BE FREE OF

DEBRIS AND BLOCKAGES AND SHALL PERMIT WATER DRAINAGE.

C. JOHN W. PECK FEDERAL BUILDING O&M CONTRACTOR:

LB&B ASSOCIATES, INC.

DUNS #793374034

PROJECT MANAGER: DUFF SHARP

PHONE: 513-384-0036

FAX: 513-381-5278

EMAIL: DSHARP@LBBASSOCIATES.COM

CONTRACT GS-05P-11SLD011

1. EXISTING PENTHOUSE. PENTHOUSE ROOF: NOT IN

CONTRACT.

2. PROVIDE NEW SBS MODIFIED BITUMEN ROOF ASSEMBLY

PER DETAIL 2/A160 INCLUDING BUT NOT LIMITED TO:

VAPOR BARRIER, INSULATION, FLASHING, ROOF

MEMBRANE SYSTEM, ETC.

3. PROVIDE NEW PT WOOD BLOCKING AND ROOF EDGE

METAL. ROOF EDGE METAL SHALL BE ES-1 TESTED. NEW

WOOD BLOCKING TO BE INSTALLED AS PER FM 1-49. SEE

DETAIL 4/A160.

4. PROVIDE NEW CAST IRON ROOF DRAIN, STRAINER, AND

ALL ASSOCIATED HARDWARE. MATCH EXISTING DRAIN

SIZE. SEE ALSO G002 AND DETAIL 7/A160.

5. EXISTING MECHANICAL EQUIPMENT. INSTALL NEW

FLASHING AT SUPPORT POSTS. SEE DETAIL 7/A163.

6. PROVIDE NEW PIPE FLASHING, TYPICAL.

7. EXISTING MECHANICAL EQUIPMENT. INSTALL NEW

STAINLESS STEEL CURB CAPS.

8. EXISTING CERTIFIED SUSPENDED ACCESS AND FALL

PROTECTION SYSTEM TO REMAIN. PROTECT DURING

CONSTRUCTION. ANY DAMAGE TO THE SUSPENDED

ACCESS SYSTEM SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE. CONTRACTOR SHALL HAVE

THE SUSPENDED ACCESS SYSTEM ANCHORS EVALUATED

FOR COMPLIANCE AND CERTIFIED FOR USE AT THE END

OF THE PROJECT. SEE DETAIL 8/A163 FOR FLASHING.

9. EXISTING FLAGPOLE AND TIE-BACKS TO REMAIN. SEE

DETAILS 4/A163 AND 5/A163 FOR FLASHING.

10. PROVIDE LINE OF WALKPADS CENTERED OVER WOOD

SLEEPERS. PROVIDE WALKPADS EVENLY THROUGHOUT

REMAINDER OF THE AREA INDICATED.

11. EXISTING GLYCOL PIPES TO REMAIN. PROTECT DURING

CONSTRUCTION. REUSE RUBBER PIPE SUPPORTS IN NEW

LOCATION.

12. EXISTING HVAC PIPES TO REMAIN. PROTECT DURING

CONSTRUCTION. REPLACE OR REWORK UNISTRUT PIPE

SUPPORTS TO CORRECT FOR NEW ROOF ELEVATION.

CONTRACTOR RESPONSIBLE FOR HEIGHT OF PIPE

SUPPORTS.

13. EXISTING INTAKE AIR LOUVERS. O&M CONTRACTOR SHALL

REPLACE ALL INTAKE AIR FILTERS FOR EACH LOUVER

EVERY 30 CALENDAR DAYS FOR THE DURATION OF

CONSTRUCTION UNTIL SUBSTANTIAL COMPLETION AS

APPROVED BY OWNER. ALL INTAKE AIR FILTERS FOR EACH

LOUVER SHALL BE REPLACED AT THE END OF THE

PROJECT. CONTRACTOR SHALL COORDINATE WITH O&M

CONTRACTOR AND SHALL INCLUDE COST OF FILTER

REPLACEMENTS AND O&M CONTRACTOR'S LABOR IN BASE

BID.

14. ELEVATOR ACCESS.

15. EXISTING GANTRY DOORS IN FLOOR. PROTECT DURING

CONSTRUCTION.

16. EXISTING METAL PANEL SIDING. PROTECT DURING

CONSTRUCTION.

17. PROVIDE 24" WIDE PT WOOD SLEEPERS FOR PORTABLE

GANTRY. COORDINATE LOCATION WITH OWNER. SEE

DETAIL 9/A163 FOR ADDITIONAL INFORMATION.

18. NEW ROOF DRAIN LOCATION. PROVIDE NEW CAST IRON

ROOF DRAIN AND ALL ASSOCIATED HARDWARE. SEE ALSO

G002 AND DETAIL 7/A160.

19. PROVIDE NEW ADHERED WALKWAY.

SCALE: NTS

WIND UPLIFT DIAGRAM

A101 2 N

LEGEND

PATH OF WALKPADS

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SUB A/E

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PRIME A/E

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CONS. CONTR.

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A/E CON. NO.

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CONTRACTORS

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CONSTR. CON.

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A/E TASK NO.

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CONS. WORK

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CONTRACTOR INFO

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NONE

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ELEVAR DESIGN GROUP INC.

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NONE

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GS-05-P-17-SC-D-005

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NONE

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47PF00-20-F-0335

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NONE

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JOHN W. PECK FEDERAL BUILDING

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550 MAIN STREET

AutoCAD SHX Text

CINCINNATI

AutoCAD SHX Text

AutoCAD SHX Text 45202

AutoCAD SHX Text 24X36

AutoCAD SHX Text

OH0189CN

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MAIN ROOF REPLACEMENT

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M. BUCKER

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ARCH

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PCN NO.

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ROH11229

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SHEET DESIGNATOR

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ROOF PLAN

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AutoCAD SHX Text A101

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AutoCAD SHX Text 11/24/2020

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100% SUBMITTAL

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KLH

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230 S. DEARBORN CHICAGO, IL

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2.3

3.4

4.5

C D E G HF LK M N OJ

386'-8"

21'-2" 334'-4" 31'-2"

-8

1' -2

9' -4

-2

RD RD

RDRDRDRD

SLOPE

1/4":12"

12'-0"

9'-6"

8'- 6"

S S

8'- 6"

7'- 6"

.8 '-6

" T

SLOPE

1/4":12"

SLOPE

1/4":12"

E 1/4

":1 2"

E 1/4

":1 2"

E 1/4

":1 2"

E 1/4

":1 2"

E 1/4

":1 2"

8'-6" TYP.

S S

RD RD

7'- 0"

S S

SLOPE

1/4":12"

S S

TYP.

A163

SIM.

S SSS

SS SS

A102

A161

TYP.

S S S

1 1 1 S

A161

TYP.

A161

TYP.

S S

A161

TYP.

1 1

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS,

PLANS, OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice

Properly destroy documents when no longer needed

GENERAL NOTES: (ALL MAY NOT APPLY)

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy documents when no longer needed

KEYNOTES:

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

NEW TAPERED

INSULATION ROOF PLAN

A102 1 N

0 16'8'4' 32'

A. REFER TO SHEET G002 FOR ADDITIONAL GENERAL NOTES, ROOF NOTES,

AND ROOF DRAIN NOTES.

B. DURING ALL WEATHER EVENTS, ALL ROOF DRAINS SHALL BE FREE OF

DEBRIS AND BLOCKAGES AND SHALL PERMIT WATER DRAINAGE.

1. EXISTING MECHANICAL EQUIPMENT RAILS. FIELD

VERIFY LOCATION. EXTEND AS REQUIRED FOR

FLASHING.

LEGEND

CRICKET / SADDLE

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

ENLARGED PLAN

A102 2 N

0 4'2' 8' 16'1'

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

ENLARGED PLAN

A102 3 N

0 4'2' 8' 16'1'

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

ENLARGED PLAN

A102 4 N

0 4'2' 8' 16'1'

SCALE: 2/16" = 1'-0"

ENLARGED PLAN

A102 5 N

0 4'2' 8' 16'1'

TAPERED INSULATION

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FERNANDEZ

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EMILIO

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THOMAS

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SHEET

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DISCIPLINE

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DRAWING NO.

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DRAWN BY

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DATE

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GSA PM

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PROJ. DESC.

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BLDG NO.

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CITY/ST./ZIP

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STREET

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BLDG NAME

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MARK

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FLOOR NO.

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DATE

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DESCRIPTION

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REVISION

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TITLE

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GENERAL SERVICES ADMINISTRATION

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SHEET SIZE

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SUB A/E

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PRIME A/E

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CONS. CONTR.

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A/E CON. NO.

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CONTRACTORS

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CONSTR. CON.

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A/E TASK NO.

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CONS. WORK

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CONTRACTOR INFO

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NONE

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ELEVAR DESIGN GROUP INC.

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NONE

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GS-05-P-17-SC-D-005

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NONE

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47PF00-20-F-0335

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NONE

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JOHN W. PECK FEDERAL BUILDING

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550 MAIN STREET

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CINCINNATI

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OH0189CN

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MAIN ROOF REPLACEMENT

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M. BUCKER

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ARCH

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PCN NO.

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ROH11229

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SHEET DESIGNATOR

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NEW TAPERED INSULATION ROOF PLAN

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AutoCAD SHX Text 11/24/2020

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100% SUBMITTAL

AutoCAD SHX Text 10/21/2020

AutoCAD SHX Text

90% SUBMITTAL

AutoCAD SHX Text 09/11/2020

AutoCAD SHX Text

75% SUBMITTAL

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KLH

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230 S. DEARBORN CHICAGO, IL

AutoCAD SHX Text 09/11/2020

S S

1RD

RD 1RD

RD (N)

2 2RD (N)

RD (N)

DOWNPIPE

DOWNPIPEDOWNPIPE

DOWNPIPE

4 5 55 66 6

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS,

PLANS, OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice

Properly destroy documents when no longer needed

GENERAL NOTES: (ALL MAY NOT APPLY)

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

Do not remove this notice

Properly destroy documents when no longer needed

KEYNOTES:

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

10TH FLOOR REFLECTED

CEILING PLAN

A103 1 N

0 16'8'4' 32'

A. REFER TO SHEET G002 FOR ADDITIONAL GENERAL NOTES, ROOF NOTES,

AND ROOF DRAIN NOTES.

B. COORDINATE ACCESS TO THE SPACES WITH OWNER.

C. EXISTING CEILINGS ARE LAY-IN. REMOVE AND REINSTALL AS REQUIRED TO

COMPLETE THE WORK. REPLACE ALL DAMAGED OR MISSING CEILING

COMPONENTS.

D. REMOVE AND REINSTALL ALL CEILING MOUNTED FIXTURES, DEVICES,

LIGHTS, ETC. AS REQUIRED TO COMPLETE THE WORK. REPLACE ALL

DAMAGED OR MISSING CEILING COMPONENTS.

E. REMOVE AND REINSTALL ABOVE CEILING MOUNTED DUCTWORK AS

REQUIRED TO PERFORM THE WORK.

F. PROTECT EXISTING SMOKE DETECTORS AS REQUIRED.

G. WHERE NEW PIPING PENETRATES SMOKE OR FIRE PARTITIONS, PROVIDE

RATED ASSEMBLY FOR THE PIPE PENETRATIONS.

H. FIRE PROTECTION SYSTEMS, DETECTORS, ETC TO REMAIN OPERABLE AT

ALL TIMES.

1. ABATE AND REMOVE FIRST 10'-0" OF PIPE

INSULATION PER SPECIFICATIONS. REMOVE FIRST

6'-0" OF PIPE. PROVIDE NEW CAST IRON DRAIN PIPE

AND PIPE INSULATION.

2. NEW ROOF DRAIN.

3. NEW 5" DIA. STORM DRAIN PIPE AND INSULATION.

COORDINATE INSTALLATION WITH EXISTING

MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE

PROTECTION SYSTEMS.

4. PROVIDE NEW CLEANOUT.

5. ABATE AND REMOVE 10'-0" OF PIPE INSULATION PER

SPECIFICATIONS. CENTER AREA OF ABATEMENT AT

LOCATION OF NEW PIPE TIE-IN.

6. PROVIDE NEW PIPE INSULATION WHERE INSULATION

WAS ABATED.

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CORR.

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CONFERENCE

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VEST.

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CUST.

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MEN

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WOMEN

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10TC

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MECH.

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ELEV. LOBBY

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 11, 2021.