Attachment - VA 541-23-202 Bid Issue Combined Drawings.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

TITLE SHEET AND DRAWING INDEX BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26

GI001

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

LOUIS STOKES CLEVELAND VAMC

NORTH ARROW

DETAIL NUMBER

DETAIL IDENTIFIER

DETAIL TITLE NUMBER /

SHEET REF NUMBER

SECTION IDENTIFIER

SHEET REF NUMBER

DETAIL

IDENTIFIER

SHEET REF

NUMBER

DETAIL SECTION IDENTIFIER

VIEWING

DIRECTION

VIEW TITLE

BUILDING/WALL SECTION CUT

EXTERIOR ELEVATION

DETAIL SECTION CUT

DETAIL CALLOUT

DRAWING SYMBOLS

N

INTERIOR ELEVATION

DD###

DD###

X

DD###

X

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

DETAIL TITLEX

1 / DD###

DD###

X

DD###

X

TRUE NORTH

PLAN NORTH

VIEWING

DIRECTION

SHEET REF NUMBER

SHEET REF NUMBER

BLDG 6

N

N

WADE PARK AVE

EA

ST

B

LV

D

MAGNOLIA DRIVE

E

5T H

ST

RE

ET

E

8T H

ST

RE

ET

EAST BLVD

DRAWING LIST

DRAWING NUMBER DRAWING TITLE

GENERAL

GI001 TITLE SHEET AND DRAWING INDEX

GI002 GENERAL NOTES AND LEGENDS

GC101 PROJECT STAGING PLAN

ARCHITECTURAL

AD101 ARCHITECTURAL DEMOLITION - BLDG 6 ROOF PLAN

AD501 ARCHITECTURAL DEMOLITION SECTIONS & DETAILS

A-101 ARCHITECTURAL - BLDG 6 ROOF PLAN

A-102 ARCHITECTURAL - BLDG 6 ROOF PLAN BID DEDUCT ALTERNATE

A-201 ARCHITECTURAL ELEVATIONS

A-501 ARCHITECTURAL SECTIONS & DETAILS

A-502 ARCHITECTURAL SECTIONS & DETAILS

ELECTRICAL

EG101 ELECTRICAL LIGHTNING PROTECTION PLAN

9/26/2023

MULTICORELINK:DWG-23101-GI002.REVX GENERAL NOTES AND LEGENDS-DWG-23101-GI002.REVX GENERAL NOTES AND LEGENDS MULTICORELINK:DWG-23101-GI002.REVX GENERAL NOTES AND LEGENDS-DWG-23101-GI002.REVX GENERAL NOTES AND LEGENDS MULTICORELINK:DWG-23101-GC101.REVX PROJECT STAGING PLAN-DWG-23101-GC101.REVX PROJECT STAGING PLAN MULTICORELINK:DWG-23101-GC101.REVX PROJECT STAGING PLAN-DWG-23101-GC101.REVX PROJECT STAGING PLAN MULTICORELINK:DWG-23101-AD101.REVX ARCHITECTURAL DEMOLITION - BLDG 6 ROOF PLAN-DWG-23101-AD101.REVX ARCHITECTURAL DEMOLITION - BLDG 6 ROOF PLAN MULTICORELINK:DWG-23101-AD101.REVX ARCHITECTURAL DEMOLITION - BLDG 6 ROOF PLAN-DWG-23101-AD101.REVX ARCHITECTURAL DEMOLITION - BLDG 6 ROOF PLAN MULTICORELINK:DWG-23101-AD501.REVX ARCHITECTURAL DEMOLITION SECTIONS & DETAILS-DWG-23101-AD501.REVX ARCHITECTURAL DEMOLITION SECTIONS & DETAILS MULTICORELINK:DWG-23101-AD501.REVX ARCHITECTURAL DEMOLITION SECTIONS & DETAILS-DWG-23101-AD501.REVX ARCHITECTURAL DEMOLITION SECTIONS & DETAILS MULTICORELINK:DWG-23101-A-101.REVX ARCHITECTURAL - BLDG 6 ROOF PLAN-DWG-23101-A-101.REVX ARCHITECTURAL - BLDG 6 ROOF PLAN MULTICORELINK:DWG-23101-A-101.REVX ARCHITECTURAL - BLDG 6 ROOF PLAN-DWG-23101-A-101.REVX ARCHITECTURAL - BLDG 6 ROOF PLAN MULTICORELINK:DWG-23101-A-102.REVX ARCH PLAN - BLDG 6 ROOF PLAN BID DEDUCT ALT-DWG-23101-A-102.REVX ARCH PLAN - BLDG 6 ROOF PLAN BID DEDUCT ALT MULTICORELINK:DWG-23101-A-102.REVX ARCH PLAN - BLDG 6 ROOF PLAN BID DEDUCT ALT-DWG-23101-A-102.REVX ARCH PLAN - BLDG 6 ROOF PLAN BID DEDUCT ALT MULTICORELINK:DWG-23101-A-201.REVX ARCHITECTURAL ELEVATIONS-DWG-23101-A-201.REVX ARCHITECTURAL ELEVATIONS MULTICORELINK:DWG-23101-A-201.REVX ARCHITECTURAL ELEVATIONS-DWG-23101-A-201.REVX ARCHITECTURAL ELEVATIONS MULTICORELINK:DWG-23101-A-501.REVX ARCHITECTURAL SECTIONS & DETAILS-DWG-23101-A-501.REVX ARCHITECTURAL SECTIONS & DETAILS MULTICORELINK:DWG-23101-A-501.REVX ARCHITECTURAL SECTIONS & DETAILS-DWG-23101-A-501.REVX ARCHITECTURAL SECTIONS & DETAILS MULTICORELINK:DWG-23101-A-502.REVX ARCHITECTURAL SECTIONS & DETAILS-DWG-23101-A-502.REVX ARCHITECTURAL SECTIONS & DETAILS MULTICORELINK:DWG-23101-A-502.REVX ARCHITECTURAL SECTIONS & DETAILS-DWG-23101-A-502.REVX ARCHITECTURAL SECTIONS & DETAILS MULTICORELINK:DWG-23101-EG101.REVX ELECTRICAL LIGHTNING PROTECTION PLAN-DWG-23101-EG101.REVX ELECTRICAL LIGHTNING PROTECTION PLAN MULTICORELINK:DWG-23101-EG101.REVX ELECTRICAL LIGHTNING PROTECTION PLAN-DWG-23101-EG101.REVX ELECTRICAL LIGHTNING PROTECTION PLAN AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

A/E DESIGN, REPLACE

AutoCAD SHX Text

LEARNING EXCHANGE ROOF

AutoCAD SHX Text

10701 EAST BLVD

AutoCAD SHX Text

CLEVELAND, OH 44106

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

GENERAL NOTES AND LEGENDS BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26

GI002

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

ROOF DRAIN

VENT PIPE

VENTILATION HOOD WITH CURB

ROOF OR SMOKE HATCH

ARCHITECTURAL GENERAL NOTES:

1. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THIS PROJECT WITH THE SUB-CONTRACTORS, TO

PROVIDE A COMPLETE AND FINISHED PROJECT.

2. THIS FACILITY IS OCCUPIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF

CONSTRUCTION AND SHALL BE RESPONSIBLE TO THE VA COR FOR PROVIDING A SAFE WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL ENSURE THE SAFETY OF PATIENTS AND VA STAFF IS NOT

COMPROMISED DUE TO ANY CONSTRUCTION RELATED ACTIVITIES.

3. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS.

4. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD DIMENSIONS BEFORE ORDERING MATERIALS AND PREFABRICATED ITEMS.

5. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CONTRACTOR SKILLED IN THEIR

RESPECTIVE TRADES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND CORRECTING HIS/HER OWN WORKMANSHIP.

7. ALL WORKMANSHIP AND MATERIALS, UNLESS CARRYING A GUARANTEE BY A MANUFACTURER FOR A LONGER PERIOD

OF TIME SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR PER CONTRACT AND FAR REGULATIONS AS STIPULATED

BY THE CONTRACTING OFFICER.

8. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY FIELD CONDITIONS.

9. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT THE SPREAD OF DUST, SMOKE, FUMES, ETC., THROUGHOUT THE BUILDING AND NEIGHBORHOOD. PROTECT ALL AIR INTAKES WITH CHARCOAL FILTERS FOR ROOF

APPLICATIONS.

10. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SERVICES INCLUDING, ADEQUATE LIGHTING, WATER, TOILETS, POWER, HEAT, ETC. AS REQUIRED FOR WORKMAN, MATERIAL INSTALLATION, WORK PROTECTION, ETC. OR AS

DISCUSSED AND ALLOWED BY THE VA COR.

11. THE CONTRACTOR SHALL PROVIDE THE VA COR A COMPLETE MAINTENANCE & OPERATIONAL INSTRUCTIONS IN BOTH

WRITTEN & VERBAL FORM FOR ALL CONTRACTOR PROVIDED EQUIPMENT.

12. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTIFY THE VA COR OF ANY INACCURACIES OR DISCREPANCIES IN THE DOCUMENTS AND IN FIELD CONDITIONS SHOWN ON THE DRAWINGS IN A TIMELY MANNER.

13. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL FEDERAL CODES, RULES, REGULATIONS AND ORDINANCES INCLUDING, BUT NOT LIMITED TO, THE INTERNATIONAL ENERGY CONSERVATION CODE, THE INTERNATIONAL BUILDING CODE, AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) WHETHER OR

NOT INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.

14. THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING FACILITY HAS THE POTENTIAL OF HAVING OTHER

CONSTRUCTION PROJECTS GOING ON AT THE SAME TIME. COORDINATE WITH VA COR.

15. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL MATERIAL DELIVERIES WITH VA COR AND VA STAFF IN CHARGE OF THE LOADING DOCK. NO CONTRACTOR MATERIAL WILL BE STORED ON OR AROUND LOADING DOCK UNLESS

AUTHORIZED BY THE VA COR. THE VA WILL NOT RECEIVE CONTRACTOR MATERIAL.

16. CONTRACTOR TO PROVIDE MULTIPLE CHUTES TO CONVEY CONSTRUCTION WASTE FROM ROOF DOWN TO GROUND LEVEL. CONTRACTOR TO PROVIDE TEMPORARY WASTE RECEPTACLES UNDER OUTPUT OF CHUTES TO TRANSPORT WASTE BETWEEN CHUTES AND DUMPSTER. PROTECT ALL AREAS THAT TEMPORARY WASTE RECEPTACLES TRAVERSE.

WASTE SHALL NOT PILE UP ON LOWER ROOFS OR GROUND. IMMEDIATELY RELOCATE WASTE TO DUMPSTER. NO

CHUTES ARE ALLOWED FOR ASBESTOS CONTAINING MATERIAL.

17. STOCK PILING OF NEW ROOFING MATERIALS ON EXISTING AND NEW ROOF AREAS IS NOT PERMITTED.

18. ALL NEW WOOD BLOCKING SHALL BE PRESSURE TREATED AND FIRE RETARDANT WITH STAMP SHOWN.

19. CONTRACTOR SHALL SUBMIT A PLAN TO THE COR WITHIN 10 CALENDAR DAYS OF THE NTP FOR EACH OF THE

FOLLOWING: STAGING AREA IN PARKING LOT L AS WELL AS THE SCAFFOLDING, ELECTRIC WINCH HOIST, DUMPSTER

AND CHUTE AREA FOR EACH PHASE OF WORK.

20. CONTRACTOR TO PROVIDE FIRE PREVENTION PLAN TO VA COR FOR REVIEW AND APPROVAL.

21. ALL LIFE-SAFETY SYSTEMS SHALL REMAIN OPERATIONAL THROUGHOUT THE DURATION OF THE PROJECT. ANY

INTERRUPTION OF THE LIFE-SAFETY SHALL BE COORDINATED WITH THE COR AHEAD OF TIME.

22. THE CONTRACTOR WILL FOLLOW THE REQUIREMENTS SPELLED OUT ON THE HOT WORK PERMIT AND SAFETY

PROTOCOLS WHILE PERFORMING HOT WORK.

23. CONTRACTOR SHALL SUBMIT SCAFFOLDING SHOP DRAWINGS FOR EACH LOCATION SIGNED AND SEALED BY A PE. EACH

DRAWING IS TO BE SIGNED AND SEALED.

24. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE CONTRACTING OFFICER'S REPRESENTATIVE THIRTY

(30) CALENDAR DAYS IN ADVANCE OF THE DATE WHICH THE SPECIAL INSPECTION IS REQUIRED TO TAKE PLACE ON.

25. THE CONTRACTOR TO SUBMIT A PLAN TO PROTECT ODORS FROM ENTERING ANY OUTSIDE AIR INTAKES IN THE VICINITY

OF CONSTRUCTION ACTIVITIES.

26. ROOFING SEASON: PERFORM WORK BETWEEN APRIL 15 AND NOVEMBER 30, UNLESS OTHERWISE APPROVED BY COR.

27. PHASING: SEQUENCE WORK SO TRAFFIC ON NEWLY COMPLETED ROOFING WORK IS MINIMIZED.

28. ROOF PROTECTION: PROTECT ALL EXISTING AND NEW ROOFING WHEN MOVING OR STORING MATERIALS. STORAGE SHALL BE

DISTRIBUTED TO PREVENT CONCENTRATED LOADS FROM BEING APPLIED TO ROOF STRUCTURE.

29. ROOF ACCESS: PROVIDE SCAFFOLDING, PLATFORMS, RAMPS, AND BRIDGING FOR WORKER ACCESS, MATERIAL DELIVERY, AND

DEBRIS REMOVAL. PROVIDE DEBRIS CHUTE FROM ROOF TO DUMPSTER ON GROUND LEVEL. REMOVE DEBRIS FROM ROOF ON A

DAILY BASIS.

30. CRANE LIFTS: PERFORM OFF-HOURS OR WEEKENDS AT NO ADDITIONAL COST TO THE VA.

31. HVAC SYSTEM SHUTDOWNS: PROVIDE AT LEAST TWO WEEK ADVANCE NOTICE FOR SHUTDOWNS. ALL SHUTDOWN WORK SHALL BE

OFF-HOURS OR WEEKENDS AT NO ADDITIONAL COST TO THE VA.

32. PIPING,CONDUIT,CABLES,LIGHTNING PROTECTION: REINSTALL USING ATTACHMENT METHODS/ANCHORS THAT DO NOT PENETRATE

NEW ROOF MEMBRANE OR FLASHING.

AREA BOUNDARY

RD

AT LIGHTNING ROD

GND GROUND CONDUCTOR

DEMOLITION

E ELECTRIC

LINE TYPES:

SYMBOLS & LEGEND

SYMBOL DESCRIPTION

AREA OF COVERED WALKWAY CANOPIES.

CONSTRUCTION FENCING AND GATE PER SPEC REQUIRED.

CRICKET SLOPE - 1/4" PER FOOT = MAXIMUM OVERALL THICKNESS.

SADDLE SLOPE - 1/4" PER FOOT = MAXIMUM OVERALL THICKNESS.

ROOF SLOPE - 1/4" PER FOOT FLAT ROOF AREAS MIN.

HIGH POINT INSULATION THICKNESS. X = APPROXIMATE THICKNESS BASED UPON

AN AVERAGE R VALUE PRESCRIBED IN THE SPECIFICATIONS AND THE INDICATED

ROOF SLOPE. FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X = APPROXIMATE THICKNESS BASED UPON

AN AVERAGE R VALUE PRESCRIBED IN THE SPECIFICATIONS AND THE INDICATED

ROOF SLOPE. FIELD VERIFY ALL VALUES.

DEMOLISH/REMOVE

L

ABBREVIATION MEANING

A/E ARCHITECT/ENGINEER

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

AUX AUXILIARY

AVG AVERAGE

BD BOARD

BKG BACKING

BLDG BUILDING

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BSMT BASEMENT

BTWN BETWEEN

CBB CEMENTITIOUS (BACKER) BOARD

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONSTR CONSTRUCTION

CONTR CONTRACTOR

CONT CONTINIOUS

CT CERAMIC TILE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DOC DOCUMENT

DN DOWN

DR DOOR, DRAIN, OR DRIVE

DS DOWNSPOUT

EA EACH

EPS EXPANDED POLYSTYRENE BOARD

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXT GR EXTERIOR GRADE

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FLR FLOOR

FLR FIN FLOOR FINISH

FRMG FRAMING

FT FEET OR FOOT

FTG FOOTING

ABBREVIATION MEANING

GALV GALVANIC OR GALVANIZED

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GWB GYPSUM WALL BOARD

GYP GYPSUM

GYP BD GYPSUM BOARD

HDR HEADER

HM HOLLOW METAL

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH POINT

HT HEIGHT

INSUL INSULATION

LP LOW POINT

MAT MATERIAL

OC ON CENTER

OFD OVERFLOW DRAIN

PRELIM PRELIMINARY

PT PAINT, PNEUMATIC TUBE, OR PRESSURE

PTD PAINTED

PWR POWER

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REQD REQUIRED

RET RETARDANT

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RO ROUGH OPENING

SAN SANITARY

SIM SIMILAR

SPEC SPECIFICATION

SPKLR SPRINKLER

STD STANDARD

STL PL STEEL PLATE

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUSP CLG SUSPENDED CEILING

SYS SYSTEM

TBD TO BE DETERMINED

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TYP TYPICAL

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WD WOOD

WP WATERPROOF

LIGHT FIXTURE, WALL MOUNTED

HP

19" HIGH POINT MARKER

GENERAL DRAWING SYMBOLS:

X KEYED NOTE

ARCHITECTURAL SYMBOLS:

ELECTRICAL SYMBOLS:

LOW POINT MARKER

LP

5"

FULL DOWNLEAD TO GROUND

DESIGN DATA:

IN ITS COMPLETED STATE, AE DESIGN SERVICES FOR ROOF REPLACEMENT BUILDING 6

FOR THE CLEVELAND VA MEDICAL CENTER IS DESIGNED FOR THE FOLLOWING

SURCHARGE LOADS. DO NOT EXCEED STATED SURCHARGE LOADS.

1. DEAD LOAD: STRUCTURE SELF WEIGHT

2. LIVE LOAD: 100 PSF

2000LB. CONCENTRATED

3. ROOF LIVE LOAD : 20 PSF

4. SNOW LOAD: FLAT ROOF SNOW LOAD Pf = 16.8 PSF GROUND SNOW LOAD Pg = 20 PSF SNOW EXPOSURE FACTOR Ce = 1.0 SNOW LOAD IMPORTANCE FACTOR Is = 1.2 THERMAL FACTOR Ct = 1.0 DRIFT SURCHARGE Pd = 23.1 PSF DRIFT WIDTH w = 5'-6"

5. WIND LOAD : ULTIMATE DESIGN WIND SPEED, Vult = 120 MPH NOMINAL DESIGN WIND SPEED, Vasd = 93 MPH

RISK CATEGORY IV

IMPORTANCE FACTOR, Iw = 1.00

WIND EXPOSURE CATEGORY, B

INTERNAL PRESSURE COEFFICIENT, GCpi = +/-0.18

COMPONENTS AND CLADDING WIND PRESSURES

6. SEISMIC LOAD :

RISK CATEGORY IV

IMPORTANCE FACTORS, Ie = 1.50

SOIL SITE CLASS = C

MAPPED SPECTRAL ACCELERATIONS/RESPONSES

Ss = 0.222 S1 = 0.054

SDS = 0.193

SD1 = 0.054

SEISMIC DESIGN CATEGORY = C

SEISMIC RESISTING SYSTEM = SEISMIC DEMAND ON

NONSTRUCTURAL COMPONENTS

COMPONENT AMPLIFICATION FACTOR, ap = 2.5 COMPONENT RESPONSE MODIFICATION FACTOR, Rp = 1.5

EQUIVALENT LATERAL FORCE METHOD

HORIZONTAL FORCE, Fph = 0.193 x SELF WEIGHT VERTICAL FORCE, Fpv = ± 0.039 x SELF WEIGHT

X COLUMN CENTER LINE

BLDG 6

Zone Net Pressure, p (psf) Net Pressure, p (psf)

A -50 15

B -50 15

C -37 15

D -37 15

E -31 15

GENERAL DEMOLITION NOTES:

1. EXISTING MECHANICAL EQUIPMENT, VENTS, PIPING, CONDUIT, EXHAUSTS, DUCTWORK SHALL EITHER BE LEFT IN PLACE

OR TEMPORARILY RELOCATED FOR DEMOLITION/RE-ROOFING/FLASHINGS WORK TO BE EXECUTED IN ACCORDANCE WITH THE DETAILS PROVIDED. ELECTRICAL AND MECHANICAL EQUIPMENT REQUIRING TEMPORARY SHUTDOWN AND RE-START SHALL BE NOTED ON THE EQUIPMENT SCHEDULES PROVIDED ON DRAWINGS. COORDINATE THOSE

SHUTDOWNS WITH THE CLEVELAND VA.

2. REMOVE ALL EXISTING ROOFING MATERIALS AT EACH ROOF AREA AS IDENTIFIED IN THE EXISTING ROOF TYPES ON EACH DEMOLITION PLAN, TO EXISTING INSULATION WHICH IS TO REMAIN. REMOVALS SHALL INCLUDE ALL BASE FLASHINGS, METAL FLASHINGS AND OTHER MATERIALS ASSOCIATED WITH THE ROOF AND IN ACCORDANCE WITH THE

DETAILS.

3. IF ANY PREVIOUSLY-UNIDENTIFIED OR OTHERWISE UNANTICIPATED SUSPECT MATERIALS IS IDENTIFIED DURING CONSTRUCTION, STOP WORK AND NOTIFY THE OWNER OR THEIR REPRESENTATIVE FOR FURTHER DIRECTION. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR COLLECT AND/OR ANALYZE BULK SAMPLES OF SUSPECT MATERIALS

WITHOUT THE APPROVAL OF THE VA.

4. THE CONTRACTOR SHALL REPLACE ANY EXISTING FIRESTOPPING WHICH WAS DISLODGED OR DAMAGED DURING

CONSTRUCTION.

X x x x x

HP

19"

LP

5"

ABBREVIATIONS

CODE SUMMERY:

1. THE BUILDING CONFORMS TO THE REQUIREMENTS OF THE 2018 IBC AND LATEST AMENDMENTS.

2. OCCUPANCY GROUP; B BUSINESS

3. FIRE RESISTANT RATING - SPRINKLERED, AS PER TABLE 601 NONE OF THE STRUCTURAL MEMBERS

ARE REQUIRED TO BE FIRE PROTECTED.

4. FIRE RESISTANT WOOD IS NOT REQUIRED FOR THE ROOF BLOCKING AS PER IC 2018 AS PER 60.1

THROUGH 6031.3, ROOF COVERING MATERIALS THAT ARE RATED A, B, AND C.

9/26/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

X

X

X

XXX

STAGING AREA 1

TEMPORARY FENCE

WITH GATES

TEMPORARY

FENCE

BLDG 6

WADE PARK AVE

E 105TH STREET

MAGNOLIA DRIVE

VISITOR/PATIENT

PARKING GARAGE

EMPLOYEE

PARKING

GARAGE

X X

X X

X X

X

X X X X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROJECT STAGING PLAN BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26

GC101

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

SCALE: 1"=50'

PROJECT STAGING PLAN1

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

2. CONTRACTOR RESPONSIBLE FOR ALL MEANS AND METHODS, MOVEMENT OF MATERIAL,

SAFETY PRECAUTIONS, STORAGE, AND MAINTENANCE OF EXITS FROM THE BUILDING.

3. NOTIFY THE VA IN WRITING OF ALL SHUTDOWNS FOR EQUIPMENT, CELL SERVICES,

RADIO SERVICES, ETC. PER THE GUIDELINES SET FORTH ON THE DRAWINGS AND

SPECIFICATIONS.

4. CONTRACTOR IS TO SUBMIT A STAGING PLAN FOR EACH PHASE AT THE START OF THE

CONSTRUCTION PROJECT (WITHIN 10 CALENDAR DAYS OF THE NTP).

5. GAS POWERED EQUIPMENT IS NOT PERMITTED ON THIS PROJECT, THIS INCLUDES, BUT

NOT LIMITED TO WINCHES, LIFTS, ETC., WHICH SHALL BE ELECTRIC.

6. CONTRACTOR'S VEHICLES SHALL NOT BE IDLING WITHIN 50 FEET OF ANY OUTSIDE AIR

INTAKE.

7. ENSURE THAT FREE ACCESS FROM THE STREET FOR FIRE HYDRANTS AND THE

SPRINKLER SYSTEM FIRE DEPARTMENT CONNECTION IS MAINTAINED AT ALL TIMES. ADD

NECESSARY GUIDANCE AND DETAILS TO THE DRAWINGS TO ENSURE TEMPORARY

FENCING DOES NOT OBSTRUCT THESE ITEMS.

KEYED NOTES

1 TEMPORARY FENCING TO BE 8' HIGH CHAIN LINK WITH LOCKABLE SWING GATES AND

LOCKABLE PEDESTRIAN GATES AS REQUIRED.

2 PROVIDE COVERED TEMPORARY PROTECTION TO MAINTAIN PATHWAY FROM BUILDING

DURING CONSTRUCTION, REFER TO SECTION 01 35 26 SAFETY REQUIREMENTS.

3 TRASH CHUTE AND DUMPSTER.

4 MAINTAIN A MINIMUM OF 5 FT BETWEEN THE CURB AND THE FENCE TO PROVIDE A SAFE

ACCESS FOR PEDESTRIANS.

5 CONTRACTOR TO VERIFY WEIGHT CAPACITY OF ROOF AND MATERIAL PLACEMENTS

PRIOR TO USING ROOF AS A STAGING AREA.

6 CONTRACTOR TO PROVIDE FLAGMAN AT SIDEWALK WHEN STAGING AREA IS BEING

LOADED WITH MATERIALS.

SYMBOLS & LEGEND

SYMBOL DESCRIPTION

CONSTRUCTION FENCING AND GATE PER SPEC REQUIRED.

MATERIALS MOVEMENT POSSIBLE CRANE LOCATION OR MATERIALS

CONVEYOR (PER CONTRACTORS MEANS AND METHODS).

AREA OF COVERED WALKWAY CANOPIES. REFER TO DRAWING A-001 FOR

CLOSURES, AND SAFETY PROCEDURES.

X

9/26/2023

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

N

LX.2.2 LX.3LX.21.6LX.1.4LX.1 LX.4 LX.5 A 5.4 LX.5.8 LX.6 B

6.36.24.115.9

LX.A

LX.A.4

A.4.1

LX.A.7

LX.B

LX.B1

LX.B.3

LX.B.4

LX.B.9

LX.B.5

LX.C

LX.2.2 LX.3LX.21.6LX.1.4LX.1 LX.4 LX.5 A 5.4 LX.5.8 LX.6 B

6.36.24.115.9

LX.A

LX.A.4

A.4.1

LX.A.7

LX.B

LX.B1

LX.B.3

LX.B.4

B.7

LX.B.9

LX.B.5

LX.C

9 TYP

13131313

115'-9"16'-4"

143'-1"

11'-1"

'-4

'-3

'-0

'-6

10'-8" 128'-5"

139'-0"

'-0

'-9

5'-

3"

'-6

6'- 8"

8'-0"

1/4"/FT

1/4"/FT

1/4 "/F

T

1/4 "/F

T

1/4 "/F

T

RTU-1 RTU-2 RTU-3 RTU-4

LOW ROOF,

NOT IN CONTRACT

1/4"/FT

1/4"/FT

1/4"/FT

1/4"/FT

17 5

AD501

AD501

AD501

AD501

AD501

AD501

AD501

AD501

AD501

AD501

AD501

AD501

AD501

AD501

AD501

AD501

1'-1 1/2"

1'- 1 1

/2"

1'-1 1/2"

1'- 1 1

/2"

1'-1 1/2"

1'- 1 1

/2"

1'-1 1/2"

1'- 1 1

/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL DEMOLITION -

BLDG 6 ROOF PLAN

BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26

AD101

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

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

ARCHITECTURAL DEMOLITION - BLDG 6 ROOF PLAN1

KEYPLAN

BLDG 6

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

2. UNITS ARE TO REMAIN IN USE DURING CONSTRUCTION.

3.

UNITS ARE NOT TO BE DISCONNECTED TO ALLOW FOR ROOFING INSTALL. NO

TEMPORARY SUPPORTS NEEDED FOR UNITS. PIPING DOES NOT NEED TO BE

DISCONNECTED.

4. PROTECT ALL EXISTING CONDITIONS THAT ARE TO REMAIN DURING CONSTRUCTION.

KEYED NOTES

1 REMOVE GRAVEL STOP.

2 ROOF HATCH AND CURB TO REMAIN. REMOVE ROOF HATCH GUARDRAIL,GUARDRAIL

DOOR, AND FLASHING. STORE GUARDRAIL AND DOOR FOR REUSE.

3 REMOVE FLASHING AT FAN ROOF CURB.

4 DURING CONSTRUCTION RELOCATE SATELLITE AND ELECTRICAL CONNECTION BOX

ON 32'x32' METAL STAND SUPPORT BALLASTED WITH (8) BLOCKS. NOTE THAT THESE

UNITS INCLUDE ELECTRICAL WIRING ON RUBBER CONDUIT BLOCKS.

5 REMOVE EPDM ROOFING AND COVER BOARD, INSULATION TO REMAIN. REFER TO

DETAIL 9/AD501

6 REMOVE REGLET FLASHING AT BASE OF WALL AT HIGH-LOW CONDITION.

7 REMOVE FLASHING AT WASTE VENT PIPES. REFER TO DETAIL 3/AD501

8 REMOVE ROOF DRAIN, FLASHING, AND STRAINER. ROOF DRAIN PIPING TO REMAIN.

REFER TO DETAIL 2/AD501.

9 REMOVE PITCH POCKETS AT SCREEN WALL COLUMN SUPPORTS. REFER TO DETAIL

8/AD501

10 REMOVE FLASHING AT VENT FLUE, PIPE TO REMAIN. REFER TO DETAIL 11/AD501

11 REMOVE FLASHING. CURB TO REMAIN. REFER TO DETAIL 15/AD501

12 OWNER TO REMOVE TEMPORARY STORAGE SHED AND THE CONTENTS FROM THE

ROOF. THIS STORAGE SHED IS NOT ATTACHED TO THE ROOF.

13 REMOVE FLASHING FROM EQUIPMENT CURBS. WOOD BLOCKING, CURBS AND

EQUIPMENT TO REMAIN IN PLACE. REFER TO 10/AD501.

14 REMOVE ROOF SCUPPER.

15 ROOF SUPPORTS FOR PIPES AND CONDUITS TO REMAIN. PROVIDE ADDITIONAL

SUPPORTS AS REQUIRED DURING CONSTRUCTION.

16 LOOSE CABLES TO EXISTING ROOF EQUIPMENT TO REMAIN.

17 REMOVE ROOF CRICKET.

18 REMOVE ROOF INSULATION BACK FROM EDGE AS REQUIRED FOR NEW WOOD

BLOCKING.

19 REMOVE INSULATION AT NEW FALL PROTECTION ANCHORS.

20 EXTERIOR WALL AROUND PERIMETER.

21 PROTECT ROOF HATCH OPENING PRIOR TO GUARDRAILS GETTING INSTALLED.

22 STRUCTURE AND DECK IS FLAT, INSULATION IS TAPERED.

9/26/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

REMOVE GRAVEL STOP

1 1/2" METAL DECK ON

STRUCTURAL STEEL

STRUCTURAL STEEL

REMOVE 2X PT WOOD BLOCKING

WITH ALUMINUM WRAP

CAST STONE

REMOVE FASCIA TRIM

INSULATION TO REMAINREMOVE 1/4" COVER

BOARD AND ROOF

MEMBRANE

VARIES

REMOVE PORTION OF INSULATION

REQUIRED FOR NEW PT WOOD

BLOCKING. SEE 8/A-501

6"+/-

SEALANT AND BACKER ROD

TO BE REMOVED

WITH FASCIA TRIM

REMOVE 2X PT WOOD BLOCKING

WITH ALUMINUM WRAP

STRUCTURAL STEEL

1 1/2" METAL DECK

ON STRUCTURAL STEELEXTENDED JOIST SEAT

REMOVE GRAVEL STOP

REMOVE 1/4" COVER

BOARD AND ROOF

MEMBRANE

INSULATION TO REMAIN

6"+/-

REMOVE PORTION OF INSULATION

REQUIRED FOR NEW PT WOOD

BLOCKING. SEE 8/A-501

EXISTING CAST IRON DRAIN

BOWL AND LEADER PIPE

MECHANICAL WATERTIGHT

CONNECTION SEAL

REMOVE ALUMINUM

STRAINER DOME

REMOVE METAL STUD WITH

SELF-LOCKING NUT

REMOVE ALUMINUM

CLAMPING RING

INSULATION

TO REMAIN

4" DIA. O.D. ROOF

DRAIN

EXISTING 1 1/2"

METAL DECK

REMOVE 1/4" COVER

BOARD AND ROOF

MEMBRANE

RETROFIT DRAIN BODY

DRAIN AND STRAINER

TO BE REMOVED

REMOVE SEALANT,

SURFACE MOUNTED

REGLET RECEIVER,

ALUMINUM SPRING,

LOCK FLASHING,

MEMBRANE FLASHING

EXISTING STONE MASONRY EXISTING STONE MASONRY

REMOVE SEALANT,

ALUMINUM REGLET,

ALUMINUM SPRING,

LOCK FLASHING, AND

MEMBRANE FLASHING

1/4" SLOPE

EXISTING 1 1/2" METAL

DECK TO REMAIN

REMOVE 1/4" COVER BOARD

AND ROOF MEMBRANE

ROOF INSULATION TO REMAIN,

EXISTING STRUCTURE SLOPES

TO LOW AREAS UNLESS

OTHERWISE NOTED ON PLAN

PE

NE

TR

AT

IO

N

REMOVE PVC FLASHING

6" REMOVE 1/4" COVER

BOARD AND ROOF

MEMBRANE

TRESPA PANEL BEYOND

REMOVE 2X PT WOOD BLOCKING

WITH ALUMINUM WRAP

REMOVE GRAVEL STOP

1 1/2" METAL DECK ON

STRUCTURAL STEEL

STRUCTURAL STEEL

REMOVE 1/4" COVER

BOARD AND ROOF

MEMBRANE

INSULATION TO REMAIN

1 5/8"

REMOVE PORTION OF INSULATION

REQUIRED FOR NEW PT WOOD

BLOCKING. SEE 8/A-501

6"+/-

SEALANT AND BACKER ROD

TO BE REMOVED

WITH FASCIA TRIM

REMOVE 1/4" COVER

BOARD AND ROOF

MEMBRANE

1/2" STONE TILE VENEER

STRUCTURAL STEEL

1 1/2" METAL DECK

ON STRUCTURAL STEEL

STEEL CHANNEL TO

REMAIN OVER STEAM BEAM

REMOVE FLASHING

AND COUNTER FLASHING

INSULATION TO REMAIN

1'- 0"

2"

2"

UNIT FLASHING

REMOVE COUNTER-FLASHING

REMOVE 1/4" COVER BOARD

AND ROOF MEMBRANE

REMOVE FLASHING

EXISTING 1 1/2" METAL DECK

EXISTING 1 1/2" METAL DECK

REMOVE BAND

FLUE PIPE TO REMAIN

REMOVE 1/4" COVERBOARD

AND ROOF MEMBRANE

INSULATION TO REMAIN

REMOVE FLASHING

EXISTING WATER SHROUD

REMOVE 1/4" COVER

BOARD AND ROOF

MEMBRANE

REMOVE PITCH POCKETS

6x6 COLUMN TO REMAIN

EXISTING 1 1/2" METAL DECK

INSULATION TO REMAIN

REMOVE AIR TERMINAL

BASE FROM ROOF

REMOVE POURABLE SEALANT

REMOVE AIR TERMINAL

REMOVE 1/4" COVER BOARD

AND ROOF MEMBRANE

REMOVE GROUND WIRE

CONNECTIONS FROM ROOF

8"

MI

N

REMOVE MEMBRANE FLASHING

EXISTING WOOD BLOCKING

EXISTING CURB 3" MIN

EXISTING ROOF HATCH

REMOVE 1/4" COVER BOARD

AND ROOF MEMBRANE

EXISTING SHEET METAL COVER TO REMAIN

REMOVE FASTENERS AS REQUIRED

EXISTING WOOD BLOCKING TO REMAIN

REMOVE FLASHING

EXISTING ROOF EQUIPMENT

REMOVE 1/4" COVER BOARD

AND ROOF MEMBRANE

EXISTING INSULATION

8"

MI

N

EXISTING WOOD BLOCKING

EXISTING CURB

REMOVE 1/4" COVER

BOARD AND ROOF

MEMBRANE

REMOVE FLASHING

LIFT UP PLASTIC COVER

AND REMOVE CURB FLASHING

METAL EXHAUST FAN COVER TO BE

REMOVED AND REINSTALLED

EXISTING 1 1/2"

METAL DECK

REMOVE FLASHING

REMOVE 1/4" COVER BOARD

AND ROOF MEMBRANE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL DEMOLITION

SECTIONS & DETAILS

BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26

AD501

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

SCALE: 1"=1'-0"

RETROFIT ROOF DRAIN DETAIL2

1/AD101

SCALE: NTS

TYPICAL COUNTER FLASHING DETAIL1

SCALE: NTS

TYPICAL ROOF ASSEMBLY DETAIL9

SCALE: NTS

TYPICAL ROOF VENT DETAIL3

SCALE: 3" = 1'-0"

ROOF EDGE SECTION5

1/AD101

SCALE: 3" = 1'-0"

ROOF EDGE SECTION6

1/AD101

SCALE: 3" = 1'-0"

ROOF EDGE SECTION7

1/AD101

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

ROOF- WALL INTERSECTION DETAIL4

1/AD101

SCALE: 3"= 1'-0"

EQUIPMENT CURB FLASHING DETAIL10

1/AD101

SCALE: 3" = 1'-0"

HOT STACK/FLUE PIPE PENETRATION DETAIL11

1/AD101

SCALE: 3" = 1'-0"

PITCH POCKET DETAIL AT COLUMN BASE8

1/AD101

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

2 ALL MATERIALS SHALL REMAIN UNLESS NOTED TO BE REMOVED.

SCALE: NTS

TYPICAL LIGHTNING ROD DETAIL12 SCALE: 3"=1'-0"

ROOF HATCH FLASHING DETAIL13

1/AD101

SCALE: 3"=1'-0"

EQUIPMENT RAIL CURB DETAIL14

1/AD101

SCALE: NTS

TYPICAL ELECTRICAL BOX CURB FLASHING DETAIL15

SCALE: 3"= 1'-0"

FAN UNIT CURB DETAIL16

1/AD101

9/26/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

115'-9"16'-4"

143'-1"

11'-1"

'-4

'-3

'-0

'-6

10'-8" 128'-5"

139'-0"

'-0

'-9

5'-

3"

'-6

6'- 8"

8'-0"

9 TYP

1111 11

6 1

1/4"/FT

1/4"/FT

1/4 "/F

T

1/4"/FT

1/4 "/F

T

1/4 "/F

T

RTU-1 RTU-2 RTU-3 RTU-4

LOW ROOF,

NOT IN CONTRACT

LINE OF LOWER

ROOF BELOW

1/4"/FT

1/4"/FT

1/4"/FT

21 22

21 22

21 22

21 22

36'-0" 32'-0"

24'-0" 24'-0"

'-0

'-0

'-0

'-0

HP

HP

HP

HP

LP

LP

HP

HP

HP

HP

A-501

A-501

A-501

A-502

A-501

A-502

A-501

A-501

A-501

A-501

A-501

A-502

A-502

A-501

A-502

A-501

A-501

A-501

A-501

A-501

24 24

1'-1 1/2"

1'- 1 1

/2" 1'-

1 1 /2"

1'-1 1/2"

1'-1 1/2"

1'- 1 1

/2"

1'- 1 1

/2"

1'-1 1/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL - BLDG 6 ROOF

PLAN

BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26 A-101

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

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

ARCHITECTURAL PLAN-BLDG 6 ROOF PLAN1

KEYPLAN

BLDG 6

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

2. WOOD BLOCKING TO REMAIN UNLESS NOTED OTHERWISE.

KEYED NOTES

1 NEW ALUMINUM COPING. REFER TO DETAILS 8/9/10/A501.

2 REINSTALL ROOF HATCH,GUARDRAILS, AND DOOR. REFER TO 5/A501.

3 EXISTING ROOF FAN AND CURBS, FLASH NEW ROOF INTO EXISTING CURB. REFER TO

DETAIL 8/A502.

4 RELOCATE SATELLITE AND ELECTRICAL CONNECTION BOX ON 32"x32" METAL STAND

SUPPORT BALLASTED WITH (8) BLOCKS. NOTE THAT THESE UNITS INCLUDE

ELECTRICAL WIRING ON RUBBER CONDUIT BLOCKS.

5 NEW FLASHING AND COUNTER FLASHING AT HIGH-LOW CONDITION. REFER TO DETAIL

2/A502.

6 NEW MODIFIED SBS BITUMINOUS ROOFING SYSTEM AND COVERBOARD OVER

EXISTING INSULATION. REFER TO DETAIL 3/A502.

7 NEW FLASHING AT WASTE VENT PIPES REFER TO DETAIL 2/A501.

8 NEW ROOF DRAIN, FLASHING, AND STRAINER, CONNECT INTO EXISTING DRAIN PIPING.

REFER TO DETAIL 1/A501.

9 PITCH POCKETS AT SCREEN WALL COLUMN SUPPORTS. REFER TO DETAIL 7/A502.

10 EXISTING A/C CURB RAILS, FLASH INTO NEW ROOF. REFER TO DETAIL 7/A501.

11 NEW CURB FLASHING AT HVAC EQUIPMENT. THE ROOF CURBS ARE TO REMAIN.

REFER TO DETAIL 6/A501.

12 NEW ALUMINUM ROOF SCUPPER. REFER TO DETAIL 5/A502.

13 REINSTALL TEMPORARY SUPPORTS TO ALLOW EXISTING PIPE AND ELECTRICAL

CONDUIT SUPPORTS TO REST ON ROOF.

14 FLASH EXISTING ELECTRICAL CURB BOX. REFER TO DETAIL 6/A501.

15 FLASHING INTO FLUE PIPE. REFER TO DETAIL 3/A501.

16 LOOSE CABLES TO EXISTING ROOF EQUIPMENT TO REMAIN.

17 NEW ROOF CRICKETS.

18 EXISTING MECHANICAL SCREEN WALL TO REMAIN.

19 NEW SQUARE ALUMINUM DOWNSPOUT TO LOWER ROOF

20 NEW CONCRETE SPLASH BLOCK. REFER TO DETAIL 6/A502.

21 FALL PROTECTION ANCHOR. REFER TO DETAIL 1/A-502.

22 CONTRACTOR TO COORDINATE CEILING ACCESS WITH VA PERSONNEL FOR FALL

PROTECTION ANCHOR INSTALLATION.

23 PERIMETER HIGH POINT.

24 EXTERIOR WALL AROUND PERIMETER.

25 PROTECT ROOF HATCH OPENING PRIOR TO GUARDRAILS GETTING REINSTALLED.

26 WALKING PAD 36" WIDE UNLESS OTHERWISE NOTED.

27 CENTER WALKING PATH THROUGH OPENING .

28 STRUCTURE IS FLAT.

9/26/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

6.36.24.115.9

LX.A

LX.A.4

A.4.1

LX.A.7

LX.B

LX.B1

LX.B.3

LX.B.4

B.7

LX.B.9

LX.B.5

LX.C

115'-9"16'-4"

143'-1"

11'-1"

'-4

'-3

'-0

'-6

10'-8" 128'-5"

139'-0"

'-0

'-9

5'-

3"

'-6

6'- 8"

8'-0"

1/4"/FT1/4"/FT

1/4 "/F

T

1/4 "/F

T

1/4 "/F

T

RTU-1 RTU-2 RTU-3 RTU-4

LOW ROOF,

NOT IN CONTRACT

1/4"/FT

1/4"/FT

1/4"/FT

1/4"/FT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL - BLDG 6 ROOF

PLAN BID DEDUCT ALTERNATE

BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26 A-102

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

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

ARCHITECTURAL PLAN- BLDG 6 ROOF PLAN BID DEDUCT ALTERNATES1

KEYPLAN

BLDG 6

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

2. THE CONTRACTOR IS TO PERFORM WORK SO AS NOT TO VOID THE WARRANTY OF THE

EXISTING ROOF SYSTEM TO REMAIN.

ALTERNATE NUMBER - 1

SUBSTITUTE EPDM MEMBRANE ROOFING SYSTEM IN LIEU OF THE MODIFIED SBS

BITUMINOUS ROOF SYSTEM AS DESCRIBED IN DETAIL IN THE SPECIFICATIONS. THIS

WILL INCLUDE THE MAIN ROOF, AND THE HIGH ROOF AT THE NORTHWEST PORTION OF

THE BUILDING. THE LOW RADIUS ROOF AT THE SOUTH EAST PORTION OF THE

BUILDING IS NOT TO BE INCLUDED AND NOT IN THIS CONTRACT. THE ROOF DETAILS

ON A-501, A-502, AND A-503 SHOULD BE USED AS A GUIDE FOR THE EPDM ROOFING

FLASHING AND OTHER CONSTRUCTION DETAILS.

9/26/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

FINISHED SECOND FLOOR

TOP OF PERIMETER STEEL

FINISHED FIRST FLOOR

100.00'

114.00'

128.17'

TOP OF STEEL

137.75'

6.3

6.2LX.5.8

5.95.4LX.5LX.4LX.3LX.21.6LX.1 A B4.11

EXISTING CAST STONE VENEER

EXISTING MECHANICAL SCREEN

EXISTING FACE BRICK

APPROXIMATE FINISH GRADE

EXISTING WINDOWSEXISTING ALUMINUM/GLASS

CURTAIN WALL SYSTEM

EXISTING OPENING AT

MECHANICAL SCREEN

FINISHED FIRST FLOOR

100.00'

FINISHED SECOND FLOOR

114.00'

TOP OF PERIMETER STEEL

128.71'

TOP OF STEEL

137.75'

6.3

6.2 LX.5.8LX.6

5.9 5.4 LX.5 LX.4 LX.3 LX.2 1.6 LX.1

LX.1.4

LX.2.2AB 4.11

APPROXIMATE FINISH GRADE

EXISTING CAST STONE VENEEREXISTING ALUMINUM/GLASS

CURTAIN WALL SYSTEM

EXISTING MECHANICAL SCREEN

EXISTING FACE BRICK

EXISTING DOOREXISTING DOOREXISTING DOOR

FINISHED FIRST FLOOR

100.00'

FINISHED SECOND FLOOR

114.00'

TOP OF PERIMETER STEEL

128.71'

TOP OF STEEL

137.75'

LX.A A.4.1 LX.B LX.CB.7

EXISTING WINDOWS

EXISTING FACE BRICK

EXISTING MECHANICAL SCREEN

EXISTING CAST STONE VENEER

EXISTING ALUMINUM/GLASS

CURTAIN WALL SYSTEM

APPROXIMATE FINISH GRADE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL ELEVATIONS BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26 A-201

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

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

NORTH ELEVATION1

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

WEST ELEVATION2

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

EAST ELEVATION3

KEYPLAN

BLDG 6

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

2.

BUILDING ELEVATIONS ARE PRIMARILY PROVIDED TO SHOW THE EXISTING MATERIALS

AND THE DOORS INTO THE BUILDING WHICH WILL NEED TO BE PROTECTED DURING

CONSTRUCTION. REFER TO STAGING PLAN FOR DOOR PROTECTION DETAILS.

9/26/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

RETROFIT DRAIN BODY

REPLACE DRAIN AND

STRAINER

MECHANICAL WATERTIGHT

CONNECTION SEAL

NEW ALUMINUM

STRAINER DOME

NEW METAL STUD WITH

SELF-LOCKING NUT

NEW ALUMINUM CLAMPING

RING

EXISTING INSULATION

4" DIA O.D.

ROOF DRAINS

EXISTING 1 1/2"

METAL DECK

30"x30", 2.5 LB-4LB LEAD OR COPPER FLASHING SET ON THE

FINISHED ROOF IN ELEVATE MULTI-PURPOSE MB

FLASHING CEMENT(PRIME TOP SURFACE BEFORE STRIPPING)

REFER TO ROOF ASSEMBLY

FOR ROOF DETAILS

MODIFIED SBS BITUMINOUS

ROOF SYSTEM (TYPICAL BASE BID)

MODIFIED BITUMEN GRANULE

SURFACED CAP SHEET PROTECTION

LAYER ADHERED IN MULTI-PURPOSE

MB FLASHING CEMENT

OR HEAT WELDED

MODIFIED SBS BITUMINOUS

ROOF SYSTEM POURABLE SEALANT

REATTACH GROUND

WIRE TO ROOF

REINSTALL AIR TERMINAL

PROVIDE SIMILAR ATTACHMENT FOR CABLES

EXISTING INSULATION

8 1 /16

"M

IN

MODIFIED BITUMEN GRANULE

SURFACED CAP SHEET

EXISTING WOOD BLOCKING

EXISTING CURB

RUN FLASHING OVER CURB

NEW 1/4" COVER BOARD AND

MODIFIED SBS BITUMINOUS

ROOF SYSTEM

3" MIN

FASTEN 8" O.C.

EXISTING ROOF HATCH

REINSTALL ROOF HATCH SAFETY

RAILS AND DOOR 3 SIDES OF ROOF HATCH

4" MIN 2" MIN

2" M

IN

LIQUID FLASHING

(30 MIL WET THICKNESS)

FABRIC FLASHING

FLASHING FABRIC

LIQUID FLASHING

(30 MIL WET THICKNESS)

SBS PREMIUM CAP SHEET

BASE AND PLY SHEETS

6 " M

IN

2"

M

IN

PE

NE

TR

AT

IO

N

2"

2"

1'- 0"

6" MIIN

ELEVATE AP SEALANT

UNIT COUNTERFLASHING (EXISTING)

3" (76 mm) COUNTER-FLASHING EXTENDER-FASTEN 12" (305 mm) O.C. WITH ELEVATE FASTENER & SEALING WASHER

PREPARE SUBSTRATE AS REQUIRED PRIOR

TO APPLICATION OF AC PRIMER & AC FAST FR

(1) PLY MEMBRANE FLASHING EXTEND 12" MINIMUM

HORIZONTALLY ONTO ELEVATE MODIFIED BITUMEN ROOF MEMBRANE

CONTINUOUS BEAD OF SEALANT REQUIRED IF GAP

BETWEEN EDGE OF MODIFIED MEMBRANE & WALL

GREATER THAN 1/16" (TYPICAL)

ASSURE FULL CONTACT OF BOTH LAYERS WITH

SUBSTRATE & FULL SATURATION OF AC FLEECE 120

CONTINUOUS 4" WIDE STRIP OF FLASHING

MEMBRANE AT WALL TO DECK TRANSITION

NEW 1/4" COVER BOARD AND

MODIFIED SBS BITUMINOUS

ROOF SYSTEM

EXISTING 1 1/2" METAL DECK

INSTALL NEW BAND

FLUE PIPE TO REMAIN

NEW 1/4" COVER BOARD AND

MODIFIED SBS BITUMINOUS

ROOF SYSTEM

INSULATION TO REMAIN

NEW FLASHING

CAULK OVER BAND

6"

EXISTING WATER SHROUD

1'- 0"

M

IN

3" MIN

EXISTING ROOF EQUIPMENT

EXISTING SHEET METAL COVER TO REMAIN

1/4" COVER BOARD AND

MODIFIED SBS BITUMINOUS

ROOF SYSTEM

FLASHING

MODIFIED BITUMEN CAP SHEET

UNSCREW METAL FLASHING,

INSTALL NEW FLASHING UNDER

METAL FLASHING

NEW HIGH-DOMED, CAPPED, GASKETED

FASTENERS AS REQUIRED

EXISTING WOOD BLOCKING TO REMAIN

STRUCTURAL STEEL

EXISTING 2x8 PT WOOD BLOCKING

CAST STONE

NEW ALUMINUM WRAP

ON FASCIA AND SOFFIT

NEW 1/4" COVER BOARD AND MODIFIED

SBS BITUMINOUS ROOF, EXTEND

MEMBRANE TO EDGE STRIP

NEW 3" CANT STRIP

NEW ALUMINUM COPING AND

CONTINUOUS EDGE STRIP

TOP OF NEW BLOCKING

PROVIDE WOOD BLOCKING TO

MATCH TOP OF FASCIA BOARD

NEW 2x10 PT WOOD BLOCKING

SEALANT

(2) NEW 2x10 PT WOOD BLOCKING

ROOF TO TERMINATE AT FACE

VARIES

9 1 /2"

1'- 0 1

/2"

NEW 2x6 PT WOOD BLOCKING

1 1/2" METAL DECK ON

STRUCTURAL STEEL

EXISTING INSULATION

PROVIDE ANCHORAGE IN MULTIPLE LAYERS

NEW SEALANT AND

BACKER ROD

STRUCTURAL STEEL

1 1/2" METAL DECK

ON STRUCTURAL STEELEXTENDED JOIST SEAT

NEW ALUMINUM WRAP

ON FASCIA AND SOFFIT

EXISTING INSULATION

NEW 1/4" COVER BOARD AND MODIFIED

SBS BITUMINOUS ROOF, EXTEND

MEMBRANE TO EDGE STRIPNEW 3" CANT STRIP

NEW ALUMINUM COPING AND

CONTINUOUS EDGE STRIP

(2) NEW 2x10 PT WOOD BLOCKING

TOP OF NEW BLOCKING

NEW 2x6 PT WOOD

BLOCKING

PROVIDE WOOD BLOCKING

TO MATCH TOP OF FASCIA BOARD

SEALANT

NEW 2x10 PT WOOD BLOCKING

1'- 0 1

/2"

9 1 /2"

PROVIDE ANCHORAGE IN MULTIPLE LAYERS

ROOF TO TERMINATE AT FACE

2 1/4"x8" CURTAIN WALL SYSTEM

NEW 2x10 PT WOOD BLOCKING

1 1/2" METAL DECK ON

STRUCTURAL STEEL

STRUCTURAL STEEL

NEW ALUMINUM WRAP

ON FASCIA AND SOFFIT

EXISTING INSULATION

NEW 1/4" COVER BOARD AND MODIFIED

SBS BITUMINOUS ROOF, EXTEND

MEMBRANE TO EDGE STRIP

NEW 3" CANT STRIP

(2) NEW 2x10 PT WOOD BLOCKING

TOP OF NEW BLOCKING

NEW 2x6 PT WOOD BLOCKING

PROVIDE WOOD BLOCKING

TO MATCH TOP OF FASCIA BOARDSEALANT

NEW ALUMINUM COPING AND

CONTINUOUS EDGE STRIP

1'- 0 1

/2"

TRESPA PANEL WALL SYSTEM 1 5/8"

9 1 /2"

PROVIDE ANCHORAGE IN MULTIPLE LAYERS

NEW SEALANT AND

BACKER ROD

ROOF TO TERMINATE AT FACE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL SECTIONS &

DETAILS

BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26 A-501

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

SCALE: 1"=1'-0"

RETROFIT ROOF DRAIN DETAIL1

1/A-101

SCALE: NTS

TYPICAL LIGHTNING ROD DETAIL4 SCALE: 3"= 1-0"

ROOF HATCH FLASHING DETAIL5

1/A-101

SCALE: 3"=1'-0"

ROOF VENT DETAIL2

1/A-101

SCALE: 3"= 1'-0"

EQUIPMENT CURB FLASHING DETAIL6

1/A-101

SCALE: 3"=1'-0"

HOT STACK/FLUE PIPE FLASHING DETAIL3

1/A-101

SCALE: 3"= 1'-0"

EQUIPMENT RAIL CURB DETAIL7

1/A-101

SCALE: 3"= 1'-0"

ROOF EDGE SECTION8

1/A-101

SCALE: 3"= 1'-0"

ROOF EDGE SECTION9

1/A-101

SCALE: 3"= 1'-0"

ROOF EDGE SECTION10

1/A-101

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

2. ALL MATERIALS ARE NEW UNLESS NOTED AS EXISTING.

9/26/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING ROOF INSULATION

STRUCTURAL STEEL

1 1/2" METAL DECK

ON STRUCTURAL STEEL

STRUCTURAL STEEL "C"

CHANNEL ON BEAM

NEW FLASHING AND COUNTER FLASHING

SEALANT OVER COUNTER FLASHING

EXISTING STONE VENEER

STEEL BEAM EXISTING 1 1/2" SLOPED

METAL DECK

EXISTING INSULATIONNEW 1/4" COVER BOARD

AND MODIFIED SBS

BITUMINOUS ROOF 1/4"/FT

EXISTING METAL DECK IS FLAT

AT NEW HIGH ROOF

3" MINIMUM

1/8" MINIMUM

BLEED-OUT REQUIRED

NEW 1/4" COVER BOARD

AND MODIFIED SBS

BITUMINOUS ROOF

NEW MULTI-PURPOSE

FLASHING CEMENT

NEW INTERPLY FLASHING

NEW ALUMINUM COPING AND EDGE STRIP

ALL SHEET METAL IS TO BE INSTALLED PER SMACNA GUIDELINES

NEW CANT STRIP

THIS IS A GENERAL INSTALLATION DETAIL,

FOLLOW MANUFACTURES INSTRUCTIONS

CONTINUOUS GRAVEL OVER CANT STRIP

CONTINUE OVER CANT STRIP

20"

12"

3"

12"

1/2" 9" 1/2"

CONCRETE

DIMENSIONS MAY VARY

10"

3" WIDE ROOF FLANGE

7"

24"

ALUMINUM ROOF SCUPPER

4"x4" DOWNSPOUT CONNECTION

REFER TO SECTION FOR

FLASHING OVER FLANGE

1"

4"

ISOMETRIC

DOWNSPOUT NOT SHOWN FOR CLARITY

ROOFING MEMBRANE

NEW STORM WATER

COLLECTOR BOX AND

DOWNSPOUT

3" MIN 3" MIN 3" MIN

PRIME FLANGE & SET IN ELEVATE

MULTI-PURPOSE MB FLASHING CEMENT

MODIFIED BITUMEN ROOF

FASTENERS AT 3"

O.C. STAGGERED INTERPLY

/16

7"

DETAIL 8/A501 BEYOND

NEW PT BLOCKING AND FASCIA

1 1/2" METAL DECK

ON STRUCTURAL STEEL

NEW 1/4" COVER BOARD AND

MODIFIED SBS BITUMINOUS ROOF

EXISTING INSULATION

SECTION

HOLD OFF DOWNSPOUT BRACKET

(2) TYP

TOP OF SCUPPER

NEW 2x6 TREATED WOOD BLOCKING

NEW ALUMINUM WRAP ON FASCIA

AND SOFFIT

NEW PITCH POCKETS

6x6 COLUMN TO REMAIN

EXISTING 1 1/2" METAL DECK

INSULATION TO REMAIN

NEW 1/4" COVER BOARD AND

MODIFIED SBS BITUMINOUS

ROOF SYSTEM

EXISTING SCREEN PANELS

VA

IR

ES HEIGHT VARIES FROM 6"

AT HIGH ROOF TO 1 1/2"

AT LOW ROOF

FLASH PITCH POCKETS

INTO ROOF

8" MI

N

METAL EXHAUST FAN COVER TO BE

REMOVED AND REINSTALLED

HPR FLASHING FASTENED 8" OC

HPR MODIFIED MEMBRANE

FLASHING PLY 9" MINIMUM ON

FIELD

BASE FLASHING PLY 6"

MINIMUM ON FIELD

EXISTING 1 1/2"

METAL DECK

INSTALL FLASHING

UNDER FAN BASE

PREMOLDED PIPE SEAL

INNER CUT OFF MASTIC

BASIS OF DESIGN "FRONTLINE

ANCHOR 70870-L16FL

LAP SEALANT

CAP SPLICE

SPLICING CEMENT

1'- 6"

6 3 /8"

MI

N

CONNECTION POINT FALL PROTECTION ANCHOR 18" HIGH 4"

Ø SCH 40 PIPE WITH PLATE ON BOTTOM

THROUGH BOLTED TO PLATE BELOW

(8) 1/2" HEX NUT THROUGH BOLTED

TO BOTTOM OF DECK WITH LOCK

NUTS AND WASHERS

11"x11x5/8" THICK PLATE

ATTACHED TO ANCHOR

REMOVE INSULATION AT NEW FALL

PROTECTION ANCHORS, REPLACE WITH

NEW INSULATION. APPROXIMATELY 2'x2'

EXISTING INSULATION

8"

MI

N NEW CANT STRIP

MODIFIED BITUMEN GRANULE

SURFACED CAP SHEET

EXISTING WOOD BLOCKING

EXISTING CURB

BEND FLASHING OVER THE TOP OF

THE CURB AND REINSTALL COVER

NEW 1/4" COVER BOARD AND

MODIFIED SBS BITUMINOUS

ROOF SYSTEM

3" MIN

REFASTEN WITH SCREWS

(2) ON EACH SIDE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ARCHITECTURAL SECTIONS &

DETAILS

BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26 A-502

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

SCALE: NTS

TYPICAL ROOF ASSEMBLY DETAIL3SCALE: 1-1/2" = 1'-0"

ROOF- WALL INTERSECTION DETAIL2

1/A101 SCALE: NTS

TYPICAL EDGE FLASHING4

SCALE: NTS

TYPICAL ROOF SCUPPER DETAIL5 SCALE: 1 1/2"= 1'-0"

SPLASH BLOCK DETAIL6

1/A101

SCALE: NTS

TYPICAL PITCH POCKET DETAIL AT COLUMN BASE7

SCALE: 3"= 1'-0"

FAN UNIT CURB DETAIL8

1/A101

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

FALL PROTECTION TIE DOWN DETAIL1

1/A-101

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

2. ALL MATERIALS ARE NEW UNLESS NOTED AS EXISTING.

SCALE: NTS

TYPICAL ELECTRICAL BOX CURB FLASHING DETAIL9

9/26/2023

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GN

D

GN

D

GN

D

GND

GND GND

GND

GND GND GND GND GND GND GND GND GND GND

GN

D

GN

D

GN

D

GND

GN

D

GND GND GND GND GND GND GND GND GND GND GND GND GND GND

GN

D

GN

D

GND

GN

D

GN

D

GN

D

GND

AT

AT

AT

AT

AT

AT

AT

AT AT

AT

AT

AT

AT

AT

AT AT AT AT AT AT

ATATATATAT

GND GND GND GND GND GND

GND

GND

GND

GND

GND

GND

GND

GND

GND GND

GN

D

GN

D

LX.2.2 LX.3LX.21.6LX.1.4LX.1 LX.4 LX.5 A 5.4 LX.5.8 LX.6 B

6.36.24.115.9

LX.A

LX.A.4

A.4.1

LX.A.7

LX.B

LX.B1

LX.B.3

LX.B.4

B.7

LX.B.9

LX.B.5

LX.C

GN

D

GND

GN

D

GN

D

GND

34 2

2 2 2

RTU-1 RTU-2 RTU-3 RTU-4

LOW ROOF,

NOT IN CONTRACT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ELECTRICAL LIGHTNING

PROTECTION PLAN

BID ISSUE DOCUMENTS

A/E DESIGN, REPLACE LEARNING

EXCHANGE ROOF

10701 EAST BLVD.

CLEVELAND, OHIO 44106

2023/09/26

EG101

541-23-202

GHR LAJ

REV 0 - BID ISSUE DOCUMENTS 2023-09-26

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

2. REATTACH ALL (AT) AIR TERMINALS, LIGHTNING PROTECTION CABLES, SPLICES,

PLATES, ETC. TO THE NEW ROOF.

3. RTU-1 THROUGH 4 HAS (2)…