Replace Loading Dock Canopy BID Drawings - Volume 1.pdf

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

U.S. Department of Veterans Affairs

LIST OF DRAWINGS

PROJECT CONTACT DIRECTORY

LOCATION MAP

CONTRACT OFFICER CONTRACTING OFFICER REPRESENTATIVE (COR) ARCHITECT / MEP/FP & STRUCTURAL ENGINEERS acela architects + engineers, pc 2633 Moravian Avenue Allentown, PA 18103

Joseph L. Herman, AIA, NCARB, LEED AP Cell: (610) 417-7850 jherman@acela-ae.com

APPROVALS

Approved by Medical Center Director Approved by Director of Facility Management Service

Approved by Project COR Approved by Medical Director

Approved by Infection Control Approved by Safety Officer

Approved by Project CO

Approved by

Gavin T. McManaman, PE Cell: (484) 862-5937 gmcmanaman@acela-ae.com

PROJECT INFORMATION

CONTRACT SPECIALIST

GI101

COVER SHEET

8-24-2021 GTMc BS

James J. Peters DVA Medical Center

526-19-529REPLACE LOADING DOCK CANOPY

ROOF

REPLACE LOADING DOCK CANOPY

ROOF

James J. Peters DVA Medical Center

ISSUED FOR BID

130 W. Kingsbridge Road Bronx, NY 10468

Michael J.S. Kaleda Michael.Kaleda@va.gov 718-584-9000 Ext: 6904

Patricia Cordero Patricia.Codero@va.gov 718-584-9000 Ext 4928

GENERAL INFORMATION

Number Name

GI101 COVER SHEET

GI102 GENERAL INFORMATION

ARCHITECTURAL ELEMENTS

Number Name

AE101 CANOPY ROOF PLAN - NEW WORK

AE102 SECTIONS & DETAILS

ARCHITECTURAL DEMOLITION

Number Name

AD101 CANOPY ROOF PLAN - DEMOLITION

HAZARDOUS ABATEMENT

Number Name

HA101 CANOPY ROOF ASBESTOS ABATEMENT PLAN

STRUCTURAL ELEMENTS

Number Name

SF101 STRUCTURAL PLAN & DETAILS

Revisions: Date:

1. PROJECT AREAS WILL BE OCCUPIED DURING PERFORMANCE OF WORK. IMMEDIATE AREAS OF ALTERATIONS WILL BE VACATED. ALL CONTRACTOR

WORK WILL BE PERFORMED DURING NORMAL DAYTIME WORKING HOURS.

BEFORE STARTING WORK WITHIN AN OCCUPIED AREA, THE CONTRACTOR WILL BE RESPONSIBLE TO SET-UP TEMPORARY/PERMANENT CONSTRUCTION/ICRA BARRIERS. ALL TEMPORARY CONSTRUCTION BARRIERS OUTSIDE THE INDICATED CONSTRUCTION PHASE AREA WILL BE REMOVED AT THE CONCLUSION OF THE WORK SHIFT. THE CONTRACTOR WILL BE RESPONSIBLE TO CLEAN AND PREPARE THE AREA TO BE

OCCUPIED BY MEDICAL CENTER STAFF.

2. DIMENSIONS SUPERSEDE DRAWINGS. DO NOT SCALE PLANS. DIMENSIONS ARE TO THE FACE OF EXISTING MATERIALS UNLESS OTHERWISE NOTED. DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED AT THE SITE BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND MATERIALS REQUIRED FOR THE CONTRACTED WORK. REPORT ALL DISCREPANCIES TO ARCHITECT PRIOR TO FABRICATIONS AND ERECTION.

3. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN CONTRACTOR'S RESPONSIBILITY TO DETERMINE CONSTRUCTION PROCEDURES AND SEQUENCE AND TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING DEMOLITION AND CONSTRUCTION TO SUPPORT LOADS. SUCH MATERIAL SHALL BE REMOVED AT THE COMPLETION OF WORK AND SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THE COMPLETION OF THE PROJECT.

4. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT WOULD REDUCE THEIR LOAD CARRYING CAPACITY OR LOAD-DEFLECTION

RATIO.

5. WHERE EXISTING CONSTRUCTION, EQUIPMENT, ETC. IS REQUIRED TO BE REMOVED, RESTORE EXPOSED FINISHES OF CUT AND PATCHED AREAS AND EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE RETAINED OR ADJOINING CONSTRUCTION. WHERE INDICATED TO REMOVE FINISHES, REMOVE SO TOTALLY, FROM PLANE TO PLANE, TREAT REMAINING SUBSURFACE TO

RECEIVE NEW FINISHES DESIGNATED.

6. WHERE EXISTING CONSTRUCTION, EQUIPMENT, ETC. SHOWN TO BE RELOCATED SHALL BE COORDINATED BY THE CONTRACTOR WITH THE VA PRIOR TO START OF WORK IN EACH AREA. THE VA WILL REMOVE ALL ITEMS OF SALVAGEABLE VALUE.

7. WHERE CODED NOTE DESIGNATIONS ARE SHOWN AS "TYP" OR "TYPICAL" IT IS INTENDED THAT THE NOTE GENERALLY REFERS TO ALL SIMILAR

ITEMS OR SURFACES SHOWN ON THE DRAWINGS.

8. AFTER COMPLETION OF DEMOLITION, SCHEDULE A WALK-THROUGH WITH THE COR AND THE ARCHITECT OF RECORD FOR REVIEW OF EXISTING

CONDITIONS.

9. ALL ROOFS MUST BE COVERED AND OR WATERPROOFED THE SAME DAY TO PREVENT WATER DAMAGE TO CANOPY STRUCTURE AND BUILDING.

10. ALL DESIGNS TO BE DONE AS PER VA SPECIFICATIONS, NFPA 99, 101, NEC, VA DESIGN MANUALS, ANSI/TIA AND BICSI STANDARDS.

11. COORDINATE ALL CONSTRUCTION WITH COR PRIOR TO START OF WORK.

12. ALL PENETRATIONS MADE DURING INSTALLATION AROUND WIRING, CONDUITS, JUNCTION BOXES, PULL BOXES, PIPES, ETC. MUST BE SEALED WITH

FIRE SEALANT CAULKING AND/OR MATERIALS. HILTI FIRE SEALANT IS HOSPITAL STANDARD.

13. ALL PLUMBING WORK TO BE COORDINATED WITH PROJECT COR AND IN-HOUSE PLUMBING FOREMEN.

14. PROVIDE PATCHWORK, PAINT, REPLACEMENT OF CEILING TILES, ETC. TO ANY AREA DESTROYED DURING CONSTRUCTION. ALL MATERIALS MUST

MATCH EXISTING TYPE. VA TO PROVIDE PANEL MANUFACTURER INFORMATION.

15. ANY DRAWINGS PROVIDED BY THE GOVERNMENT ARE FOR REFERENCE ONLY AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD

VERIFY ALL DRAWINGS, INSTALLATION METHODS AND DIMENSIONS FOR ACCURACY.

16. GENERAL CONTRACTOR IS RESPONSIBLE TO CLEAN CONSTRUCTION SITE ON A DAILY BASIS.

17. CONTRACTOR IS TO FURNISH ALL WARRANTIES, OPERATION AND SERVICE MANUALS FOR THE JOB AND NEW EQUIPMENT PRIOR TO FINAL

PAYMENT. ALL WARRANTIES BEGIN WHEN APPROVED AND ACCEPTED BY BRONX VA.

18. CONTRACTOR IS RESPONSIBLE FOR SECURING THE CONSTRUCTION SITE, WHILE MAINTAINING THE INTEGRITY OF THE MEDICAL CENTER

SECURITY.

19. CONTRACTOR MUST COMPLY WITH ALL NECESSARY JAMES J. PETERS BRONX VA MEDICAL CENTER POLICIES IN REGARDS TO SECURITY ISSUES.

PARKING, SAFETY PROCEDURES, INFECTION CONTROL MEASURES, CONSTRUCTION WASTE MANAGEMENT, ETHICAL CONDUCT, ETC.

20. CONTRACTOR SHALL ESTABLISH ALL NECESSARY FALL PROTECTION SYSTEMS IN ACCORDANCE WITH OSHA 29 CFR SUBPART M 1926.502.

ADDITIONALLY, THE CONTRACTOR, INCLUDING ANY SUBCONTRACTORS THAT WILL BE PERFORMING THE WORK ON THE ROOF, SHALL HAVE

SUCCESSFULLY BEEN TRAINED AND CERTIFIED UNDER THE OSHA 30 TRAINING.

21. CONTRACTOR SHALL FABRICATE AND INSTALL GUARDRAIL SYSTEM AS NOTED ON SHEETS AE101 & SF101 PRIOR TO PERFORMING ANY WORK.

22. THE GENERAL CONTRACTOR SHALL PROVIDE A $10,000 MATERIAL AND LABOR ALLOWANCE TO BE USED AT THE ARCHITECT'S/ENGINEER'S

DISCRETION FOR UNKNOWN CONDITIONS. THE GENERAL CONTRACTOR SHALL CREDIT THE VA ANY ALLOWANCE REMAINING AFTER FINAL

PROJECT APPROVAL BY THE OWNER.

& AND

@ AT

C CENTERLINE

# NUMBER

AB ANCHOR BOLT

ABV ABOVE

ACM ASBESTOS CONTAINING

MATERIAL

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALUM ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BRG BEARING

BEL BELOW

BR BUMPER RAIL

BRK BRICK

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CCT CUBICLE CURTAIN TRACK

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CT CERAMIC TILE

CLG CEILING

CL CLOSET

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CPT CARPET

CU CUBIC

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DOZ DOZEN

DP DAMPPROOFING

DR DOOR

DWG DRAWING

DWGS DRAWINGS

DWR DRAWER

E EAST

EA EXHAUST AIR, EACH

EL ELEVATION

ELEV ELEVATION

ELEC ELECTRICAL

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXP EXPANSION

EJ EXPANSION JOINT

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN

FDC FIRE DEPARTMENT

CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FF FINISH FACE

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

FO __ FACE OF __

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FPRF FIREPROOF(ING)

FR FIRE RATING, FRAME

FRMG FRAMING

FS FULL SIZE

FT FOOT OR FEET

FTG FOOTING

FUR FURRING

FUT FUTURE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GL GLASS

GND GROUND

GR GRADE

GWB GYPSUM WALLBOARD

GYP BD GYPSUM WALLBOARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDWR HARDWARE

HDWD HARDWOOD

HT HEIGHT

HNDRL HANDRAIL

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HR HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HVAC HEATING, VENTILATION, AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE

DIAMETER / DIMENSION

IN INCH

INCL INDLUDE(D)

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KP KICK PLATE

KO KNOCKOUT

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LH LEFT HAND

LIN LINEAR

LIQ LIQUID

LKR LOCKER

LG LONG

LL LEAD LINED

LLV LONG LEG VERTICAL

LP LOW POINT

LRG LARGE

LT LIGHT

LT WT LIGHTWEIGHT

LVR LOUVER

MATL MATERIAL

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP MOP PLATE

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OFF OFFICE

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OH OVERHEAD

OZ OUNCE

PAV PAVING

PC PRECAST CONCRETE

PCM PHASE CONTRAST MICROSCOPY

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PLBG PLUMBING

PMF PREMOLDED FILLER

PR PAIR

PT POINT

PTN PARTITION

QT QUARRY TILE

R RADIUS, RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE, RUBBER

BASE

RD ROOF DRAIN

RL ROOF LEADER

REF REFERENCE

REFR REFRIGERATOR

REQ'D REQUIRED

REV REVISION

RFI REQUEST FOR

INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SH SPRINKLER HEAD

SHT SHEET

SIM SIMILAR

SM SMOKE

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

STA STATION

STD STANDARD

STO STORAGE

STL STEEL

SS STAINLESS STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

TEL TELEPHONE

TEMP TEMPERED

T&G TONGUE AND GROOVE

THK THICK

TOC TOP OF CONCRETE

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UNFIN UNFINISHED

UON UNLESS OTHERWISE

NOTED

VPIH/CIH VA PROFESSIONAL INDUSTRIAL

HYGIENIST/CERTIFIED INDUSTRIAL

HYGIENIST

VB BAPOR BARRIER

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VTR VET THRU ROOF

W WEST

W/ WITH

WD WOOD

W/O WITHOUT

WP WATERPROOF

WT WEIGHT

WWF WELDED WIRE FRAME

NOTE: ALL ABBREVIATIONS

SHOWN MAY NOT BE USED ON

THIS PROJECT. CERTAIN COMMON

ABBREVIATIONS MAY NOT BE

SHOWN.

CENTER LINE

DETAIL INDICATOR

DETAIL INDICATOR FOR SMALL CONDITIONS

DIMENSION LINE

DRAWING BLOCK TITLE, TYPICAL

CORRIDOR ELEVATION INDICATOR

BUILDING SECTION INDICATOR

TYPICAL DETAIL INDICATOR

COLUMN GRID

KEYNOTE

WALL OR PARTITION TYPE

FIRE EXTINGUISHER CABINET

CORNER GUARD

NORTH ARROW

CG

FEC

A

DETAIL NUMBER

SHEET NUMBER

XX-XX

1"

D2

XX-XX

XX-XX

CL

XX-XX

x'-x" SPOT ELEVATION

1 REVISION

REVISION CLOUD

BREAK LINE

X

EXISTING DOOR OPENING

View Name 1/8" = 1'-0"

AE888

SHEET NUMBERDETAIL

NUMBER

N

PN

X

INDICATES DIRECTION OF PITCH (DOWN)

ROOF DRAIN, SET IN 24"x24" SUMPRD

EXISTING COMPONENTS

EX. DOCK LIFT

EX. DOCK RAMP

EX. BALER

EX. MECH. EQUIPMENT

E X

. C O

N T

A

IN

E R

E X

. C O

N

TA

IN

E

R

E X

. M E

C H

. E Q

U

IP

M E

N T

E X

. M E

C H

. E Q

U

IP

M E

N T

EX. DUMPSTER

EX. DUMPSTER

EX. DUMPSTER

EX. DUMPSTER

EX. DUMPSTER

EX. FENCE

EX. FENCE

EX. BLDG

EX. BLDG

E X

. S A

F E

T Y

B A

R R

IE

R

E X

. S A

F E

T Y

B A

R R

IE

R

E X

. S A

F E

T Y

B A

R R

IE

R

C O

N T

R A

C T

O R

L A

Y D

O W

N A

R E

A A

P P

R O

X . 1

S F

EX. CONCRETE

LOADING DOCK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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B

C

D

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21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

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GI102

GENERAL INFORMATION

8-24-2021 GTMc BS

James J. Peters DVA Medical Center

526-19-529REPLACE LOADING DOCK CANOPY

ROOF

ISSUED FOR BID

GENERAL PROJECT CONDITION NOTESARCHITECTURAL ABREVIATIONS ARCHITECTURAL SYMBOLS

1" = 20'-0"2

WORK AREA SITE PLAN

N

PN

A. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE REMOVAL AND DISPOSAL OF ASBESTOS- CONTAINING MATERIALS AS NOTED INCLUDING THE REMOVAL OF ALL NON ASBESTOS-CONTAINING MATERIALS SUCH AS FLASHING AND ROOF PLIES , AND ANY DEMOLITION, REMOVAL AND DISPOSAL NECESSARY TO EXPOSE ASBESTOS CONTAINING MATERIALS AND DEBRIS INCLUDING ALL REQUIRED PREPARATION, CLEANING, ENCAPSULATION AND DECONTAMINATION IN ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS AND THE PROJECT PLANS AND SPECIFICATIONS.

B. IF SUSPECTED ASBESTOS OR HAZARDOUS MATERIAL IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY , AND NOTIFY THE OWNER/ARCHITECT IN WRITING, PRIOR TO CONTINUING WORK.

C. INSTALL WARNING SIGNS TO ESTABLISH ABATEMENT WORK AREAS PRIOR TO THE START OF REMOVAL AND DISPOSAL OF

HAZARDOUS MATERIALS PER THE PROJECT SPECIFICATIONS.

D. FOR MATERIALS REPORTED TO CONTAIN <1% ASBESTOS, FOLLOW OSHA REQUIREMENTS FOR MATERIALS WITH 1% OR LESS ASBESTOS, INCLUDING WET HANDLING, CLEAN UP, DISPOSAL IN LEAK TIGHT CONTAINERS, AND AN EXPOSURE ASSESSMENT.

E. AN ASBESTOS SURVEY REPORT FOR THE ENTIRE AREA IS INCLUDED IN THE SPECIFICATIONS.

C

7.1

BX-3

BX-1

BX-8

BX-14

BX-5

BX-12

BX-10

BX-6

BX-2

BX-4

BX-9

BX-11

BX-7

BX-13

THE ABOVE ASBESTOS REPORT WAS SUPPLIED BY ECS MID-ATLANTIC, LLC TO ACELA ARCHITECTS + ENGINEERS. THE GC SHALL CONFIRM ALL ABATEMENT PRIOR TO START OF DEMOLITION AND REMOVAL WITHIN THE WORK AREA. THEY WILL

NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF ABATEMENT WORK.

SCOPE OF ABATEMENT WORK. REFER TO NOTES AND SUMMARY

OF MATERIALS FOR ADDITIONAL INFORMATION

REMOVAL AND CONTAINMENT GENERAL REQUIREMENTS:

1. THE CONTRACTOR SHALL HAVE ESTABLISHED ASBESTOS HAZARD ABATEMENT PLAN (AHAP) IN PRINTED FORM AND LOOSE LEAF FOLDER CONSISTING OF SIMPLIFIED TEXT, DIAGRAMS, SKETCHES, AND PICTURES THAT ESTABLISH AND EXPLAIN CLEARLY THE WAYS AND PROCEDURES TO BE FOLLOWED DURING ALL PHASES OF THE WORK BY THE CONTRACTOR'S PERSONNEL. THE AHAP MUST BE MODIFIED AS NEEDED TO ADDRESS SPECIFIC REQUIREMENTS OF THE PROJECT. THE AHAP SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY ABATEMENT WORK. SEE PROJECT SPECIFICATIONS FOR MINIMUM

TOPICS AND AREAS TO BE COVERED UNDER THE AHAP.

2. ACCESS TO THE REGULATED AREA IS ALLOWED ONLY THROUGH THE PERSONNEL DECONTAMINATION FACILITY (PDF), IF REQUIRED. ALL OTHER MEANS OF ACCESS SHALL BE ELIMINATED AND OSHA DANGER DEMARCATION SIGNS POSTED AS REQUIRED BY OSHA. IF THE REGULATED AREA IS ADJACENT TO OR WITHIN VIEW OF AN OCCUPIED AREA, PROVIDE A VISUAL BARRIER OF 6 MIL OPAQUE FIRE RETARDANT POLY SHEETING TO PREVENT BUILDING OCCUPANT OBSERVATION. IF THE

ADJACENT AREA IS ACCESSIBLE TO THE PUBLIC, THE BARRIER MUST BE SOLID.

3. COMPLETELY SEPARATE ANY OPENINGS INTO THE REGULATED AREA FROM ADJACENT AREAS USING FIRE RETARDANT POLY AT LEAST 6 MILS THICK AND DUCT TAPE. INDIVIDUALLY SEAL WITH TWO LAYERS OF 6 MIL POLY AND DUCT TAPE ALL HVAC OPENINGS INTO THE REGULATED AREA. INDIVIDUALLY SEAL ALL LIGHTING FIXTURES, CLOCKS, DOORS, WINDOWS, CONVECTORS, SPEAKERS, OR ANY OTHER OBJECTS IN THE REGULATED AREA. HEAT MUST BE SHUT OFF ANY OBJECTS COVERED WITH POLY.

4. A LOOSE LAYER OF 6 MIL FIRE RETARDANT POLY SHALL BE USED AS A DROP CLOTH TO PROTECT THE FLOOR/HORIZONTAL SURFACES FROM DEBRIS GENERATED DURING THE CLASS II WORK, EXCEPT FOR FLOOR TILE ABATEMENT. THIS LAYER SHALL BE

REPLACED AS NEEDED DURING THE WORK.

5. THE VA WILL EMPLOY AN INDEPENDENT INDUSTRIAL HYGIENIST (VPIH/CIH) CONSULTANT AND/OR USE ITS OWN IH TO PERFORM VARIOUS SERVICES ON BEHALF OF THE VA. THE VPIH/CIH WILL PERFORM THE NECESSARY MONITORING, INSPECTION, TESTING, AND OTHER SUPPORT SERVICES TO ENSURE THAT VA PATIENTS, EMPLOYEES, AND VISITORS WILL NOT BE ADVERSELY AFFECTED BY THE ABATEMENT WORK, AND THAT THE ABATEMENT WORK PROCEEDS IN ACCORDANCE WITH THESE SPECIFICATIONS, THAT THE ABATED AREAS OR ABATED BUILDINGS HAVE BEEN SUCCESSFULLY DECONTAMINATED. THE WORK OF THE VPIH/CIH CONSULTANT IN NO WAY RELIEVES THE CONTRACTOR FROM THEIR RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH CONTRACT/SPECIFICATION REQUIREMENTS, TO PERFORM CONTINUOUS INSPECTION, MONITORING AND TESTING FOR THE SAFETY OF THEIR EMPLOYEES, AND TO PERFORM OTHER SUCH SERVICES AS SPECIFIED. THE COST OF THE VPIH/CIH AND THEIR SERVICES WILL BE BORNE BY THE VA EXCEPT FOR ANY REPEAT OF FINAL INSPECTION AND TESTING THAT MAY BE REQUIRED DUE

TO UNSATISFACTORY INITIAL RESULTS.

A. TASK 1: ESTABLISH BACKGROUND LEVELS BEFORE ABATEMENT BEGINS BY COLLECTING BACKGROUND SAMPLES.

RETAIN SAMPLES FOR POSSIBLE TEM ANALYSIS.

B. TASK 2: PERFORM CONTINUOUS AIR MONITORING, INSPECTION, AND TESTING OUTSIDE THE REGULATED AREA DURING ACTUAL ABATEMENT WORK TO DETECT ANY FAULTS IN THE REGULATED AREA ISOLATION AND ANY ADVERSE IMPACT ON

THE SURROUNDINGS FROM REGULATED AREA ACTIVITIES.

C. TASK 3: PERFORM UNANNOUNCED VISITS TO SPOT CHECK OVERALL COMPLIANCE OF WORK WITH CONTRACT/SPECIFICATIONS. THESE VISITS MAY INCLUDE ANY INSPECTION, MONITORING, AND TESTING INSIDE AND OUTSIDE THE REGULATED AREA AND ALL ASPECTS OF THE OPERATION EXCEPT PERSONNEL MONITORING.

D. TASK 4: PROVIDE SUPPORT TO THE VA REPRESENTATIVE SUCH AS EVALUATION OF SUBMITTALS FROM CONTRACTOR, RESOLUTION OF UNFORESEEN DEVELOPMENTS, ETC.

E. TASK 5: PERFORM, IN THE PRESENCE OF THE VA REPRESENTATIVE, FINAL INSPECTION AND TESTING OF A DECONTAMINATED REGULATED AREA OR BUILDING AT THE CONCLUSION OF THE ABATEMENT AND CLEAN-UP WORK TO

CERTIFY COMPLIANCE WITH ALL REGULATIONS AND THE VA REQUIREMENTS/SPECIFICATIONS.

F. TASK 6: ISSUE CERTIFICATE OF DECONTAMINATION FOR EACH REGULATED AREA OR BUILDING AND PROJECT REPORT.

6. THE VA MUST BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF ANY WASTE REMOVED FROM THE CONTAINMENT. ALL APPLICABLE REQUIREMENTS OF OSHA, EPA, AND DOT SHALL BE FOLLOWED DURING CLASS II WORK. KEEP MATERIALS INTACT;

DO NOT DISTURB; WET WHILE WORKING WITH IT; WRAP AS SOON AS POSSIBLE WITH 2 LAYERS OF 6 MIL PLASTIC FOR DISPOSAL.

7. ROOFING MATERIAL SHALL BE REMOVED IN AN INTACT STATE TO THE EXTENT THAT IT IS FEASIBLE.

8. WET METHODS SHALL BE USED TO REMOVE ROOFING MATERIALS THAT ARE NOT INTACT, OR THAT WILL BE RENDERED NOT INTACT DURING REMOVAL, UNLESS SUCH WET METHODS ARE NOT FEASIBLE OR WILL CREATE SAFETY HAZARDS

9. CUTTING MACHINES SHALL BE CONTINUOUSLY MISTED DURING USE, UNLESS A COMPETENT PERSON DETERMINES THAT

MISTING SUBSTANTIALLY DECREASES WORKER SAFE.

10. WHEN REMOVING BUILT-UP ROOFS WITH ASBESTOS-CONTAINING ROOFING FELTS AND AN AGGREGATE SURFACE USING A POWER ROOF CUTTER, ALL DUST RESULTING FROM THE CUTTING OPERATION SHALL BE COLLECTED BY A HEPA DUST COLLECTOR, OR SHALL BE HEPA VACUUMED BY VACUUMING ALONG THE CUT LINE. WHEN REMOVING BUILT-UP ROOFS WITH ASBESTOS-CONTAINING ROOFING FELTS AND A SMOOTH SURFACE USING A POWER ROOF CUTTER, THE DUST RESULTING FROM THE CUTTING OPERATION SHALL BE COLLECTED EITHER BY A HEPA DUST COLLECTOR OR HEPA VACUUMING ALONG THE CUT LINE, OR BY GENTLY SWEEPING AND THEN CAREFULLY AND COMPLETELY WIPING UP THE STILL-WET DUST AND DEBRIS LEFT

ALONG THE CUT LINE.

11. ASBESTOS-CONTAINING MATERIAL THAT HAS BEEN REMOVED FROM A ROOF SHALL NOT BE DROPPED OR THROWN TO THE GROUND. UNLESS THE MATERIAL IS CARRIED OR PASSED TO THE GROUND BY HAND, IT SHALL BE LOWERED TO THE GROUND VIA COVERED, DUST-TIGHT CHUTE, CRANE OR HOIST AND WRAPPED IN TWO LAYERS OF 6 MIL POLY WRAP.

12. ANY ACM THAT IS NOT INTACT SHALL BE LOWERED TO THE GROUND AS SOON AS IS PRACTICABLE, BUT IN ANY EVENT NO LATER THAN THE END OF THE WORK SHIFT. WHILE THE MATERIAL REMAINS ON THE ROOF IT SHALL EITHER BE KEPT WET, PLACED

IN AN IMPERMEABLE WASTE BAG, OR WRAPPED IN PLASTIC SHEETING.

13. INTACT ACM SHALL BE LOWERED TO THE GROUND AS SOON AS IS PRACTICABLE, BUT IN ANY EVENT NO LATER THAN THE END

OF THE WORK SHIFT.

14. UPON BEING LOWERED, UNWRAPPED MATERIAL SHALL BE TRANSFERRED TO A CLOSED RECEPTACLE IN SUCH MANNER SO

AS TO PRECLUDE THE DISPERSION OF DUST.

15. NOTWITHSTANDING ANY OTHER PROVISION OF THIS SECTION, REMOVAL OR REPAIR OF SECTIONS OF INTACT ROOFING LESS THAN 25 SQUARE FEET IN AREA DOES NOT REQUIRE USE OF WET METHODS OR HEPA VACUUMING AS LONG AS MANUAL METHODS WHICH DO NOT RENDER THE MATERIAL NON-INTACT ARE USED TO REMOVE THE MATERIAL AND NO VISIBLE DUST IS CREATED BY THE REMOVAL METHOD USED. IN DETERMINING WHETHER A JOB INVOLVES LESS THAN 25 SQUARE FEET, THE EMPLOYER SHALL INCLUDE ALL REMOVAL AND REPAIR WORK PERFORMED ON THE SAME ROOF ON THE SAME DAY.

16. BEFORE DECONTAMINATION STARTS, ALL ACM WASTE FROM THE REGULATED AREA SHALL BE REMOVED, ALL WASTE COLLECTED AND REMOVED, AND THE SECONDARY BARRIER OF POLY REMOVAL AND DISPOSED OF ALONG WITH ANY GROSS

DEBRIS GENERATED BY THE WORK.

17. AFTER AN ACCEPTABLE FINAL VISUAL INSPECTION BY THE VPIH/CIH AND VA REPRESENTATIVE, THE VPIH/CIH WILL PERFORM THE FINAL TESTING. AIR SAMPLES WILL BE COLLECTED AND ANALYZED IN ACCORDANCE WITH PROCEDURES FOR PCM IN THIS SPECIFICATION. IF THE RELEASE CRITERIA ARE NOT MET, THE CONTRACTOR SHALL REPEAT THE FINAL CLEANING AND CONTINUE

DECONTAMINATION PROCEDURES.

A. IF THE RESULTS OF THE PCM ARE ACCEPTABLE, REMOVE THE CRITICAL BARRIERS. ANY SMALL QUANTITIES OF RESIDUE MATERIAL FOUND UPON REMOVAL OF THE POLY SHALL BE REMOVED WITH A HEPA VACUUM AND LOCALIZED ISOLATION.

IF SIGNIFICANT QUANTITIES ARE FOUND AS DETERMINED BY THE VPIH/CIH, THEN THE ENTIRE AREA AFFECTED SHALL BE

CLEANED AS SPECIFIED IN THE FINAL CLEANING.

B. IF RELEASE CRITERIA ARE MET, PROCEED TO PERFORM THE ABATEMENT CLOSEOUT AND TO ISSUE THE CERTIFICATE OF

COMPLETION IN ACCORDANCE WITH THESE SPECIFICATIONS.

18. CONTRACTOR'S RELEASE CRITERIA: WORK IN A REGULATED AREA IS COMPLETE WHEN THE REGULATED AREA IS VISUALLY CLEAN AND AIRBORNE FIBER LEVELS HAVE BEEN REDUCED TO OR BELOW 0.01 F/CC, AS MEASURED BY PCM METHODS.

19. AFTER THOROUGH DECONTAMINATION, COMPLETE ASBESTOS ABATEMENT WORK UPON MEETING THE REGULATED AREA

CLEARANCE CRITERIA AND FULFILLING THE FOLLOWING:

A. REMOVE ALL EQUIPMENT, MATERIALS, AND DEBRIS FROM THE PROJECT AREA.

B. PACKAGE AND DISPOSE OF ALL ASBESTOS WASTE AS REQUIRED.

C. REPAIR OR REPLACE ALL FINISHES DAMAGED DURING THE ABATEMENT WORK.

20. AN ASBESTOS SURVEY REPORT FOR THIS AREA WAS PREPARED BY ECS MID-ATLANTIC, LLC AND SHALL BE MADE AVAILABLE

TO THE CONTRACTOR AT THE TIME OF BID.

WARNING SIGN REQUIREMENTS:

1. POST OSHA DANGER SIGNS MEETING THE SPECIFICATIONS OF OSHA 29 CFR 1926.1101 AT ANY LOCATION AND APPROACHES TO THE REGULATED AREA WHERE AIRBORNE CONCENTRATIONS OF ASBESTOS MAY EXCEED AMBIENT BACKGROUND LEVELS. SIGNS SHALL BE POSTED AT A DISTANCE SUFFICIENTLY FAR ENOUGH AWAY FROM THE REGULATED AREA TO PERMIT ANY PERSONNEL TO READ THE SIGN AND TAKE THE NECESSARY MEASURES TO AVOID EXPOSURE. ADDITIONAL SIGNS WILL BE POSTED

FOLLOWING CONSTRUCTION OF THE REGULATED AREA ENCLOSURE.

2. POSTED WARNING SIGNS DEMARCATING THE AREA MUST BE EASILY READABLE AND UNDERSTANDABLE. THE SIGNS MUST

BEAR THE FOLLOWING INFORMATION:

DANGER

ASBESTOS

CANCER AND LUNG DISEASE HAZARD

AUTHORIZED PERSONNEL ONLY

RESPIRATORY AND PROTECTIVE CLOTHING ARE REQUIRED IN THIS AREA

AREA OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

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P ro je ct s\ -U

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HA101

CANOPY ROOF ASBESTOS

ABATEMENT PLAN

8-24-2021 GTMc BS

James J. Peters DVA Medical Center

526-19-529REPLACE LOADING DOCK CANOPY

ROOF

ISSUED FOR BID

ABATEMENT - GENERAL NOTES

N

PN

1/8" = 1'-0"1

CANOPY ROOF ASBESTOS ABATEMENT PLAN

1/8" = 1'-0"

0' 8'4' 16'2'

DISCLAIMER - ASBESTOS ABATEMENT

ABATEMENT KEY NOTES & LEGEND

NUMBER DESCRIPTION

1 REMOVE ASBESTOS CONTAINING ROOF TAR AND FLASHING IN ACCORDANCE WITH THE SPECIFICATIONS, ALL APPLICABLE

FEDERAL, STATE, AND LOCAL REGULATIONS, AND THE APPROVED HAZARD ABATEMENT PLAN

X

ASBESTOS ABATEMENT PLAN GENERAL NOTES

ABATEMENT SCHEDULE

KEY PLAN

1. REFER TO SPECIFICATIONS SECTION 024119 - SELECTIVE DEMOLITION FOR ADDITIONAL REQUIREMENTS AND

INFORMATION.

2. PRIOR TO THE START OF AMY DEMOLITION WORK, THE CONTRACTOR SHALL DEVELOP AND SUBMIT AN ENGINEERED FALL PROTECTION PLAN FOR APPROVAL. PROVIDE CERTIFIED DOCUMENTS EITHER BY THE MANUFACTURER OR AN ENGINEER LICENSED IN THE STATE OF NEW YORK THAT CONFIRMS THE FALL PROTTECTION SYSTEM PROPOSED FOR THE PROJECT

IS ADEQUATE TO SUPPORT ANY OSHA RECOMMENDED LOADS.

3. CONTRACTOR SHALL NOT USE THE ANGLE STRUT MEMBER OR ASSOCIATED CONNECTIONS AS AN ANCHOR POINT FOR

FALL PROTECTION.

4. CONTRACTOR SHALL SUBMIT A WRITTEN PLAN ALONG WITH ANY NECESSARY DETAILS FOR REVIEW OF ALL DAILY REMOVAL OF ROOFING THAT MUST BE REPLACED AND/OR WATERPROOFED THE SAME DAY TO PREVENT DAMAGE TO THE

STRUCTURE OR ADJACENT BUILDING.

5. ARCHITECTURAL DEMOLITION DRAWINGS ARE FOR SCHEMATIC PURPOSES. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH THE ENTIRE SET OF CONTRACT DOCUMENTS FOR FULL SCOPE OF SPECIFIED WORK REQUIRED FOR

THE PROJECT.

6. EXISTING CONDITIONS SHOWN ON THESE DRAWINGS ARE NOT GUARANTEED TO BE COMPLETE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND MATERIALS REQUIRED FOR THE CONTRACTED WORK.

REPORT ALL DISCREPANCIES TO ARCHITECT PRIOR TO FABRICATION, ERECTION AND/OR INSTALLATION.

7. COORDINATE ALL NEW PENETRATIONS AND/OR OPENINGS WITH OTHER ASSOCIATED TRADES.

8. THE FACILITY'S EXISTING SMOKE AND FIRE SUPPRESSION SYSTEM, INCLUDING THE CANOPY ROOF, SHALL REMAIN IN

OPERATION DURING THE ENTIRE CONSTRUCTION PHASE.

9. SOME ITEMS MAY BE INDICATED IN THE DEMOLITION DRAWINGS AND DEMOLITION NOTES WHICH ARE NOT NECESSARILY DEMOLITION WORK BUT ARE INCLUDED TO DESCRIBE THE OVERALL SCOPE OF THE PROJECT AND TO AID IN THE DEMOLITION COORDINATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK REQUIRED TO COMPLETE THE

INTENDED WORK SPECIFIED FOR THIS PROJECT.

10. REMOVE MISCELLANEOUS ITEMS WITHIN LIMITS OF DEMOLITION. COORDINATE WITH OWNER ANY ITEMS TO BE

SALVAGED.

11. PROTECT EXISTING FINISHED WORK & EQUIPMENT WHICH IS TO REMAIN IN AREAS OF DEMOLITION WORK.

12. REFER TO DETAIL Q/AE102 FOR TYPICAL METAL ROOF DECK REPAIRS. CONTRACTOR SHALL PROVIDE UP TO 25 SF OF

METAL ROOF DECK REPAIR AS SHOWN IN DETAIL Q/AE102.

C

7.1

EXISTING VENT PIPE

TO REMAIN

EXISTING VENT PIPE

TO REMAIN

EXISTING BUILDING

ROOF

PITCH

EXISTING PITCH POCKET (TYP.)

RD

RD

RD

RD

CONTRACTOR SHALL PROVIDE A (4)

FOUR FOOT HIGH ORANGE COLORED

SAFETY BARRIER FENCE AROUND THE

WORK AREA. FINAL LAYOUT LOCATION(S)

TO BE COORDINATED WITH THE

PROJECT COR.

AREA OF WORK

EXISTING PIPE TO REMAIN

EXISTING ROOF TO

BE REMOVED

LP

156'-10"

B.O.S.

167'-11"

EXISTING W BEAM (TYP.)

REMOVE EXISTING SOFFIT PANEL(S) AS

REQUIRED TO INSTALL SHORING POST.

FASTEN TOP OF POST TO BEAM

W/ TELEPOST "H" PLATE

4"⌀x11 GA. SHORING POST BY

TELEPOST OR EQUIVALENT

FASTEN POST TO DOCK SLAB W/ TELEPOST

SWIVEL PLATE. USE (4) 3/8" HILTI KWIK HUS

SCREW ANCHOR W/ 2 1/2" MIN. EMBEDMENT.

GROUT PLATE AS REQUIRED TO LEVEL

NOTES:

1. ONLY (2) ANGLE STRUTS ARE PERMITTED TO

BE REMOVED AT ONE TIME, PROVIDE (1)

SHORING POST AT EACH STRUT LOCATION.

2. PROVIDE (2) SAFETY CONES PER SHORING

POST MIN.

EXISTING SOFFIT

EX. ANGLE STRUTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Z

P ro je ct s\ -U

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AD101

CANOPY ROOF PLAN -

DEMOLITION

8-24-2021 GTMc BS

James J. Peters DVA Medical Center

526-19-529REPLACE LOADING DOCK CANOPY

ROOF

ISSUED FOR BID

GENERAL DEMOLITION NOTES

1/8" = 1'-0"1

CANOPY ROOF DEMO PLAN

KEY PLAN

N

PN

DEMOLITION KEYNOTES

Mark Description

1 ROOFING DEMOLITION INCLUDES THE REMOVAL OF ANY LOOSE GARBAGE AND DEBRIS NOT A PART OF THE ROOF SYSTEM, EXISTING STONE BALLAST, ROOF MEMBRANE, RECOVERY BOARD, AND INSULATION DOWN TO THE ROOF DECKING. ALL AREAS SHALL BE PREPAIRED FOR NEW WORK.

2 DEMOLISH THE ROOF EDGE INCLUDING THE CANOPY FASCIA. THE EXISTING SOFFIT PANELS ARE NOT TO BE DEMOLISHED.

3 DEMO EXISTING ROOF DRAIN AND PIPE ELBOW, CLEAN AND PREP PIPE FOR NEW CONNECTION.

4 EXISTING EXPANSION JOINT TO BE DEMOLISHED DOWN TO THE EXISTING ROOF DECK.

5 EXISTING ANTENNA, G.C. SHALL COORDINATE THE REMOVAL AND REINSTALLATION OF THE ANTENNA IN ORDER TO COMPLETE THE WORK.

6 DEMO EXISTING PITCH POCKET DOWN TO ROOF DECK

X

EXISTING PITCH POCKET

0 16' 24' 32'8'

Graphic Scale: 1 inch = 8 feet

1 1/2" = 1'-0"A

EXISTING ROOF DRAIN DETAIL

EXISTING FASCIA

EXISTING EXPANSION JOINT

1/2" = 1'-0"5

PROPOSED SHORING POST

C

G

AE102

7.1

1D

AE102

1B

AE102

AE101 3

AE101

AE101

AE102

EXISTING BUILDING

F

AE102

E

AE102

PITCH DN

1/8" / FT

EXPANSION JOINT

SEE DETAIL

NEW FASCIA PANELS

SEE SECTION

NEW FASCIA PANELS

SEE SECTION

NEW FASCIA PANELS

SEE SECTION

EXIST. STRUCTURAL SUPPORT

ANGLES TO REMAIN (TYP.)

EXISTING VENT PIPE

TO REMAIN

EXIST. VENT PIPE

TO REMAIN

RD

RD

RD

RD

CRICKET PITCH DIRECTION,

CRICKETS SHALL BE PITCHED

@ THE SAME PITCH AS THE

ROOF

1B

AE102

ROOF PITCH DIRECTION INDICATES

DIRECTION OF ROOF GOING DOWN IN

ELEVATION, THE STRUCTURE IS PITCHED.

NEW ROOF DRAIN (TYP),

SEE DETAILS J & K

AE102

SF101

AREA OF WORK

C

EXISTING GRADE

NEW FASCIA PANELS

EXISTING

BLDG

BOTTOM OF CANOPY ROOF

ELEV. 167'-5 1/2"

LOADING DOCK SLAB

ELEV. 156'-10"

653 4 7 8 9

7.1

NEW FASCIA PANELS

BOTTOM OF CANOPY FASCIA

ELEV. 167'-5 1/2"

EXISTING LOADING DOCK FLOOR

ELEV. 156'-10"

EXISTING

BLDG

BEYOND

EXISTING

MECH. UNIT

EXISTING

BALER

ROOF CANOPY

STRUTS-TYP 8

EXP. JOINT

EXISTING

DOCK RAMP

EXISTING

DOCK LIFT

EXISTING

DOCK STAIRS

EXISTING DOCK

LEVELERS-3 TYP

EXISTING

BLDG

EXISTING

ACCENT BAND

EXISTING GRADE

ELEV. 152'-10"

ROOF ACCESS

LADDER WITH LOCKED

GUARD DOOR

NEW POST & GUARDRAIL

SYSTEM, SEE SHEET SF101 FOR

ADDITIONAL INFORMATION

NEW FASCIA PANELS

EXISTING GRADE

EXISTING

BLDG

BOTTOM OF CANOPY ROOF

ELEV. 167'-5 1/2"

LOADING DOCK SLAB

ELEV. 156'-10"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Z

P ro je ct s\ -U

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M

AE101

CANOPY ROOF PLAN - NEW WORK

8-24-2021 GTMc BS

James J. Peters DVA Medical Center

526-19-529REPLACE LOADING DOCK CANOPY

ROOF

ISSUED FOR BID

1/8" = 1'-0"1

CANOPY ROOF PLAN

KEY PLANN

PN

1/8" = 1'-0"5

ELEVATION

1/8" = 1'-0"3

ELEVATION

1/8" = 1'-0"4

ELEVATION

1/8" = 1'-0"

0' 8'4' 16'2'

AE102

1D

1C

AE102

AE102

1A

EXIST ANGLE SUPPORTS,

CLEAN, PRIME AND PAINT SEE

SPECIFICATIONS

NEW PITCH POCKET BEYOND, SEE

DETAIL

EXISTING SOFFIT PANELS, NO

CHANGE

NEW 3/16" ALUMINUM

FASCIA PANEL.

AE102

1B

AE102

M

AE102

L

NOTE:

EXISTING COMPONENTS

SHADED IN GREY

EXISTING SLATE WALL FINISH

EXISTING ROOF DECK

2 PLY ROOFING MEMBRANE

RIGID INSULATION

5/8" RECOVERY BOARD

RUN NEW ROOF PLIES UP ONTO EXISTING METAL

CANT AND FASTEN TERMINATION BAR W/ #14

STAINLESS STEEL SCREWS @ 6" O.C.

CUT EXISTING FLASHING LEAVING 1" MIN TO RIVET NEW

FLASHING EXTENSION ONTO THE EXISTING.

4"

NEW WOOD BLOCKING AS SHOWN

0.040 CONTINUOUS METAL CLEAT, SECURED

W/ (2) FASTENERS @ 6" O.C.

EXTEND CAP SHEET OVER WOOD BLOCKING

AND SECURE @ 8" O.C.

RUBBERIZED ASPHALT SEALANT

MULTIPLY BUILT UP ROOFING

MEMBRANE

MEMBRANE FLASHING PLY

MIN 9" ON FIELD

BASE FLASHING PLY MIN

6" ON FIELD

METAL EDGE SET IN ROOF CEMENT, NAILED

3" O.C. STAGGERED

NEW 3/16" ALUMINUM FASCIA

PANEL SECURED @ 24" O.C.

NOTE:

EXISTING COMPONENTS

SHADED IN GREY

C

NOTE:

EXISTING

COMPONENTS

SHADED IN GREY

EXISTING METAL PANEL WALL FINISH

RUN NEW ROOF PLIES UP ONTO EXISTING METAL CANT AND

FASTEN WITH TERMINATION BAR 6" O.C. W/ #14 STAINLESS

STEEL SCREWS

EXISTING ROOF DECK

2 PLY ROOFING MEMBRANE

CRICKET RIGID INSULATION

(PITCHED)

5/8" RECOVERY BOARD

EXISTING METAL CANT TO REMAIN

RIGID INSULATION

CUT EXISTING FLASHING LEAVING 1" MIN TO RIVET NEW

FLASHING EXTENSION ONTO THE EXISTING.

C

NOTE:

EXISTING

COMPONENTS

SHADED IN GREY

EXISTING METAL PANEL WALL FINISH

EXISTING ROOF DECK

2 PLY ROOFING MEMBRANE

5/8" RECOVERY BOARD

EXISTING METAL CANT TO REMAIN

RUN NEW ROOF PLIES UP ONTO EXISTING METAL CANT AND

FASTEN WITH TERMINATION BAR 6" O.C. #14 STAINLESS

STEEL SCREWS

RIGID INSULATION

CUT EXISTING FLASHING LEAVING 1" MIN TO RIVET NEW

FLASHING EXTENSION ONTO THE EXISTING.

7 7.1

(2

M M

8" M

IN

H P

MULTIPLY BUILT UP ROOFING MEMBRANE

MEMBRANE FLASHING PLY MIN 9" ON FIELD

BASE FLASHING PLY MIN 6" ON FIELD

EXISTING

STRUCTURE

EXISTING ROOF

DECKING

FLEXIBLE WATER PROOF MEMBRANE CLOSURE

PREMANUFACTURED EXPANSION JOINT COVER

CHAMFER EACH SIDE OF WOOD CURB TO DRAIN

METAL CAP SECURED @ 12" O.C. W/ FASTENER

& NEOPRENE WASHER

MEMBRANE FLASHING SECURED @ 8" O.C.

FLEXIBLE VAPOR RETARDER TO SERVE AS INSULATION

RETAINER, ATTACH TO TOP OF CURB

WOOD CANT STRIP

NOTE:

EXISTING COMPONENTS

SHADED IN GREY

SHEET METAL PITCH PAN SOLDERED/WELDED

WATERTIGHT 7" MIN HEIGHT, BE SURE TO COVER

EXIST. PLATE.

SEALANT

CAP FLASHING PLY 9" MIN. [288MM] ON FIELD

BASE FLASHING PLY 6" MIN [152MM] ON FIELD

MODIFIED MEMBRANE

BASE PLY

RECOVERY BOARD

INSULATION (PITCHED)

ROOF DECK

WOOD NAILERS

PREPARE AND PRIME EXIST STRUCTURE

POURABLE SEALANT, 2 PART, 2" [51.5 MM] MIN.

NON-SHRINK GROUT, 2" [51.5 MM] MIN.

103 MM

4" MIN

NOTE:

EXISTING COMPONENTS

SHADED IN GREY

RECOVERY BOARD

INSULATION

WOOD NAILERS

SHEET METAL PITCH PAN SOLDERED/WELDED

WATERTIGHT 7" MIN HEIGHT, BE SURE TO COVER

EXIST. PLATE.

SEALANT

CAP FLASHING PLY 9" MIN. [288MM] ON FIELD

BASE FLASHING PLY 6" MIN [152MM] ON FIELD

MODIFIED MEMBRANE

BASE PLY

PREPARE AND PRIME PROJECTION

POURABLE SEALANT, 2 PART, 2" MIN.

NON-SHRINK GROUT, 2" MIN.

SEALANT

DRAWBAND

WATERTIGHT SHEET METAL RAIN COLLAR OVERLAPPING

PENETRATION POCKET

ROOF DECK

SEAL GAP AROUND PIPES

WITH FOAM

101 MM

4" MIN

EXISTING WALL EXTRUSION

EXISTING GUSSET PLATE AND

ANGLE CONNECTION

NEW (2) PIECE CLOSURE PLATE SET IN

SILICONE SEALANT & ATTACHED AT TOP TO

EXIST. WALL PANELS. WELD AT CENTER

JOINT SEAM

EXISTING WALL FINISH

SEALANT

NOTCH COVER PLATE AS

REQUIRED AROUND

ANGLE STRUTS.

SEALANT

EXISTING WALL EXTRUSION

EXISTING GUSSET PLATE

NEW (2) PIECE CLOSURE PLATE, ATTACHED

AT TOP TO EXIST. WALL PANELS.

EXISTING WALL FINISH

EXISTING WALL FINISH

C

EXISTING WALL EXTRUSION

SEALANT

(ALL FOUR SIDES)

UNDERDECK CLAMP ROOF MEMBRANE

SUMP RECEIVER

RIGID INSULATION AT

SUMP PITCHED 1/4"/FT

2'- 0" x 2'- 0" SUMP

ROOF DECK

ROOF DRAIN

TOP FLASHING MEMBRANE, 48" SQUARE MIN.

BASE FLASHING MEMBRANE, 40" SQUARE MIN.

4 LB LEAD FLASHING, 30" SQUARE MIN., SET IN

ROOF MASTIC, TURN DOWN 2" MIN INTO DRAIN

CLAMPING RING

REMOVE EXISTING GUSSET

PLATE. PROVIDE NEW

1/2"x10"x10" PLATE

CUT LINE OF EXISTING PLATE

(3) 3/4"⌀ A325 BOLTS

(2) 2 1/2"x2 1/2"x1/4"

ANGLE STRUTS

(EXISTING)

NOTES:

1. THIS REPAIR IS ONLY AS REQUIRED AT THE ARCHITECTS/ENGINEERS DISCRETION FOLOWING DEMOLITION

2. CONTRACTOR SHALL ASSUME (3) REPAIRS WILL BE REQUIRED. VA WILL BE PROVIDED A CREDIT IF ACTUAL

CONDITIONS DO NOT WARRANT REPAIR AS DIRECTED BY THE ARCHITECT/ENGINEER.

3/16

3/16

EXISTING BEAM

REMOVE AND MATCH

EXISTING GUSSET PLATE.

(2) 2 1/2"x2 1/2"x1/4" ANGLE STRUTS (EXISTING)

(3) 3/4"⌀ A325 BOLTS

NOTES:

1. CONTRACTOR TO FIELD VERIFY DIMENSIONS OF EXISTING PLATE

2. THIS REPAIR IS ONLY AS REQUIRED AT THE ARCHITECTS/ENGINEERS DISCRETION FOLOWING DEMOLITION

3. CONTRACTOR SHALL ASSUME (3) REPAIRS WILL BE REQUIRED AND PROVIDE A COST PER REPAIR. VA WILL BE PROVIDED A CREDIT IF ACTUAL CONDITIONS DO NOT WARRANT REPAIR AS DIRECTED BY THE

ARCHITECT/ENGINEER.

EXISTING WALL EXTRUSION

EXISTING GUSSET PLATE AND

ANGLE CONNECTION

NEW (2) PIECE CLOSURE PLATE SET IN

SILICONE SEALANT & ATTACHED AT TOP TO

EXISTING WALL PANELS. WELD AT CENTER

JOINT SEAM

EXISTING WALL EXTRUSION

EXISTING PIPE

NEW ROOF

NO-HUB BANDNEW ROOF DRAIN, SEE DETAIL J

FOR ROOF SETTING DETAILS

SEE DETAIL E FOR

ROOF TERMINATION

EXISTING WALL

REINFORCEMENT SCHEDULE

DIA. OR WIDTH OF

DAMAGE OR HOLE

REQUIRED REINFORCEMENT

< = 6"

NO REINFORCING OR 0.045" PLATE

MINIMUM

< = 8" 0.045" PLATE MINIMUM

< = 13" 0.057" PLATE MINIMUM

> = 13" DESIGN BY ENGINEER

FACE OF WALL

GUSSET PLATE

ANGLE STRUT

EXISTING JOINT EXTRUSION ABOVE

AND BELOW GUSSET PLATE

NEW 20 GA A653 GALVANIZED COVER

PLATE EACH SIDE OF GUSSET PLATE

SEALANT

(ALL FOUR SIDES)

RIVET NEW COVER TO EXISTING METAL

PANEL. PROVIDE BOND BREAKER TAPE

BETWEEN OLD AND NEW METALS

WHEREVER CONTACT MAY BE MADE.

PROVIDE SPRAY

INSULATION AS REQUIRED

TO FULLY SEAL ANY VOIDS

BETWEEN NEW COVER

PLATE AND EXISTING WALL

PANEL AND EXTRUSIONS.

2 PLY ROOFING MEMBRANE

5/8" RECOVERY BOARD

1" RIGID INSULATION

EXISTING ROOF DECK

SLOPED WITH STRUCTURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Z

P ro je ct s\ -U

S D

V A

-1 \3

-C A

D D ra w in g s\

.3

-A rc h it e ct u re

\2 -U

S D

V A

-1 B

R O

N X

V A

.r vt

/1

/2

:5 :0

P

M

AE102

SECTIONS & DETAILS

8-24-2021 GTMc BS

James J. Peters DVA Medical Center

526-19-529REPLACE LOADING DOCK CANOPY

ROOF

ISSUED FOR BID

3/4" = 1'-0"1

SECTION @ ROOF SUPPORTS

1 1/2" = 1'-0"F

ROOF TERMINATION DETAIL

1 1/2" = 1'-0"1D

TYPICAL ROOF EDGE DETAIL

1 1/2" = 1'-0"E

ROOF TERMINATION DETAIL

1 1/2" = 1'-0"1B

ROOF TERMINATION DETAIL

1 1/2" = 1'-0"G

EXPANSION JOINT DETAIL

1 1/2" = 1'-0"1C

PITCH POCKET DETAIL @ STRUCTURAL SUPPORTS

1 1/2" = 1'-0"H

PITCH POCKET DETAIL @ PIPE PENETRATION

1 1/2" = 1'-0"1A

WALL CLOSURE DETAILS

SECTION ELEVATION

1 1/2" = 1'-0"J

TYPICAL ROOF DRAIN DETAIL

1 1/2" = 1'-0"L

ROOF STRUT CONNECTION REPAIR DETAIL @ WALL

1 1/2" = 1'-0"M

STRUT CONNECTION REPAIR DETAIL @ ROOF

1 1/2" = 1'-0"K

NEW ROOF DRAIN DETAIL

1" = 1'-0"P

DECK REPAIR DETAIL

PLAN

3D VIEW

1 1/2" = 1'-0"N

ROOF DETAIL

SF101

A-A

SF101

B-B

SF101

C

7.1

4' - 0" 4' - 0" 4' - 0" 3' - 3"

2'

4"

EX. W14

EX. W12

5'

0"

S E

C T

IO

N

S

(2

5' -0

R

E M

O V

A B

LE

P O

S T

S

'-0

O

C 3'

8"

E X

. W

E X

. W

E X

. W

E X

. W

E X

. W

E X

. W

E X

. W

E X

. W

E X

. W

12EX. W10EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

EX. W10

SF101

SF101

SF101

4' - 0" 5' - 0" 4' - 9"

8 5/8" 5' - 0" 5' - 0" 5' - 0"

6" 6"

SEE DETAIL

6/SF101

ROOF DECK

DIRECTION

ROOF STEEL PITCH

1/8"/FT TOWARDS

BLDG, TYP.

HP LP

HOOP "C"

HOOP "D"

HOOP "D"

HOOP "D"

R U

N G

S E

Q U

A

LL

Y S

P A

C E

D

'-0

O

C

8' -0

M

A X

7'

M

IN

H O

O P

S P

A C

IN

G

4' -0

M

A X

IM

U

M

C3x4.1 SIDE RAIL

TOP CANOPY ROOF EDGE

1/4" THK X 1 1/4" BAR

LANDING

6'-0" LADDER GUARD

BY COTTERMAN OR

SIMILAR

SEE DETAIL 10/SF101

9" 9"

40°

HOOP "C"

1/4" THK x 3" BAR

R = 1'-5"

9"

1'-1 7/8"

R = 1'-1 1/2"

1'- 1 7/8"

9" 9"

9"

40°

HOOP "D"

1/4" THK x 3" BAR

SAFETY GATE

3/16

3/16

TYP.

1/

2"

6"X3/8"X1'-6" LG

GALV PL

3/16

3/16

ROOF

1'

1"

6"

1' - 6"

1' - 4"

2"X1/4"X0'-6" LG

STIFF PL

6"

7"

5 1/2"

6"X3/8"X0'-7" LG

GALV PL

1/

2"

3/16

3/16

ROOF

1'

1"

6"X3/8"X0'-9" LG

GALV PL

3/16

3/16

ROOF

1/

2"

1'

1"

6"

9"

7 3/8"

AREA OF WORK

PART 1 – GENERAL REQUIREMENTS AND DESIGN CRITERIA

1.1 BUILDING CODES AND REFERENCED STANDARDS

A. "STRUCTURAL DESIGN MANUAL FOR HOSPITAL PROJECTS - 2014", DEPARTMENT OF VETERANS AFFAIRS.

B. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES", (ASCE 7/SEI), AMERICAN SOCIETY OF

CIVIL ENGINEERS.

C. "INTERNATIONAL BUILDING CODE - 2018", INTERNATIONAL CODE COUNCIL, INC.

1.2 DESIGN LOADS

A. DEAD LOADS:

PERMANENT STATIONARY CONSTRUCTION INCLUDING MECHANICAL EQUIPMENT AND THEIR WEIGHTS HAVE

BEEN NOTED ON THE STRUCTURAL DRAWINGS. ANY EQUIPMENT NOT SHOWN ON THE STRUCTURAL

DRAWINGS AND EXCEEDING 300 LBS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF

RECORD PRIOR TO INSTALLATION.

B. ROOF LIVE LOAD 20 PSF

C. ROOF SNOW LOAD PARAMETERS

WHERE APPROPRIATE, DRIFTING SNOW LOADS HAVE BEEN CONSIDERED IN ACCORDANCE WITH SECTION

7.7 OF ASCE/SEI 7-16.

1. GROUND SNOW LOAD, Pg 25 PSF

2. FLAT ROOF SNOW LOAD, Pf 21 PSF

3. SNOW EXPOSURE FACTOR, Ce 1.0

4. SNOW LOAD IMPORTANCE FACTOR, Is 1.0

5. THERMAL FACTOR, Ct 1.20

E. WIND LOAD PARAMETERS

1. BASIC WIND SPEED (3 SECOND GUST), VU 115 MPH

2. RISK CATEGORY II

3. WIND EXPOSURE B

4. INTERNAL PRESSURE COEFFICIENT ±0.18

5. COMPONENT AND CLADDING

a. TO BE DETERMINED IN ACCORDANCE WITH THE GOVERNING BUILDING CODE AS REQUIRED.

F. SEISMIC LOAD PARAMETERS

1. SEISMIC IMPORTANCE FACTOR, Ie 1.0

2. SPECTRAL RESPONSE ACCELERATION, SS 0.295

3. SPECTRAL RESPONSE ACCELERATION, S1 0.061

4. SITE CLASS D (DEFAULT)

5. SPECTRAL RESPONSE COEFFICIENT, SDS 0.307

6. SPECTRAL RESPONSE COEFFICIENT, SD1 0.097

7. SEISMIC DESIGN CATEGORY B

1.3 GENERAL

A. REFER TO PROJECT SPECIFICATIONS FOR DETAILED REQUIREMENTS FOR MATERIAL AND WORKMANSHIP.

B. UNLESS OTHERWISE NOTED, DETAILS, SECTIONS AND NOTES CONTAINED IN THE STRUCTURAL CONTRACT

DOCUMENTS SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS EVEN IF NOT EXPLICITLY

REFERENCED.

C. DEFICIENT WORK AND/OR WORK NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS SHALL BE REPAIRED AT THE CONTRACTOR’S EXPENSE. THE CONTRACTOR SHALL COMPENSATE THE CLIENT FOR SERVICES ARISING FROM DEFICIENT WORK, REVIEW OF MODIFICATIONS/CONTRACTOR SUBSTITUTION, OR

EXPEDITING OF SUBMITTALS.

D. COST OF INVESTIGATION AND/OR REDESIGN INCURRED BY THE ENGINEER OF RECORD DUE TO

CONTRACTOR ERRORS WILL BE AT THE CONTRACTOR EXPENSE.

E. THE CONTRACTOR SHALL SUBMIT A SINGLE DIMENSIONED AND COORDINATED DRAWING FOR EACH LEVEL SHOWING THE LOCATIONS OF ALL SLEEVES AND OPENINGS REQUIRED BY ALL TRADES PRIOR TO

INITIALIZING ANY WORK.

F. ALL DIMENSIONS, ELEVATIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTORS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. DIMENSIONS AND ELEVATIONS NOTED IN THE CONTRACT DOCUMENTS AS (+/-) AND ALL FIELD CONDITIONS SHALL BE VERIFIED IN THE FIELD (V.I.F.) BY THE CONTRACTORS PRIOR TO THE SUBMISSIONS OF SHOP DRAWINGS.

1.4 SHOP DRAWINGS

A. SHOP DRAWINGS FOR ALL NEW STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS, MUST

BE SUBMITTED BY THE GENERAL CONTRACTOR AND REVIEWED BY THE ENGINEER. SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S APPROVAL STAMP CERTIFYING HE HAS VERIFIED ALL CONSTRUCTION CRITERIA INCLUDING FIELD MEASUREMENTS, MATERIAL AND SIMILAR DATA AND HAS CHECKED THE SUBMITTAL FOR

COMPLETENESS, COORDINATION AND COMPLIANCE WITH THE CONTRACT DOCUMENTS.

B. UNAUTHORIZED REPRODUCTION OF ANY PORTION OF THE STRUCTURAL DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND

RETURNED.

C. IF THE CONTRACTOR FAILS TO OBTAIN THE ENGINEER'S REVIEW OF THE SHOP DRAWINGS, THE ENGINEER WILL NOT BE RESPONSIBLE FOR THE STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT. SHOP DRAWINGS ARE REVIEWED BY THE ENGINEER AS A CONVENIENCE TO THE GENERAL CONTRACTOR AND

ARE NOT A CONTRACT DOCUMENT.

D. CONTRACTORS SHALL FURNISH DIMENSIONED SHOP DRAWINGS AT ALL LEVELS LOCATING DOCK AND ROOF EDGES AND LOCATING ALL SLEEVES AND OPENINGS REQUIRED BY ALL TRADES FOR REVIEW BY THE

STRUCTURAL ENGINEER.

E. AT THE TIME OF SHOP DRAWING SUBMISSION, THE GENERAL CONTRACTOR SHALL INFORM THE ENGINEER, IN WRITING, OF ANY DEVIATIONS OR OMISSIONS FROM THE CONTRACT DOCUMENTS.

PART 2 – STRUCTURAL STEEL

2.1 STANDARD SPECIFICATIONS

A. AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

B. AWS D1.1 STRUCTURAL WELDING CODE – STEEL.

C. RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS.

2.2 STRUCTURAL SHAPES

A. WIDE FLANGE SHAPES ASTM A992 (FY = 50 KSI)

B. HOLLOW STRUCTURAL SECTIONS ASTM A500 (FY = 46 KSI)

C. ANGLES ASTM A36 (FY = 36 KSI)

D. CHANNELS ASTM A36 (FY = 36 KSI)

E. PLATES ASTM A36 (FY = 36 KSI)

F. PIPES ASTM A53, TYPE E, GRADE B OR

ASTM A501 (FY = 42 KSI)

2.3 BOLTED CONNECTIONS

A. ASTM A325 AND A490, IN STD. HOLES WITH ASTM A563 GRADE DH NUTS.

B. FULLY PRETENSION ALL BOLTS IN ACCORDANCE WITH RCSC UNO. DIRECT TENSION INDICATING WASHERS

SHALL BE USED IN SLIP-CRITICAL CONNECTIONS. TWIST-OFF TORQUE BOLTS ARE NOT PERMITTED IN SLIP

CRITICAL CONNECTIONS.

2.4 WELDING ELECTRODES

A. CONFORM TO AWS SPECIFICATIONS FOR ELECTRODES BASED ON WELDING PROCESS AND THE TYPE AND

GRADE OF STEEL. E70XX ELECTRODES (MIN.) FOR FILLET WELDS.

2.5 FABRICATION

A. SHOP FABRICATE TO GREATEST EXTENT POSSIBLE BY WELDING INCLUDING STIFFENERS, CAPS AND BASES, HOLES, AND CONNECTIONS.

B. SUBMIT COMPLETE SHOP DRAWINGS FROM FIELD DIMENSIONS FOR THE ARCHITECT’S APPROVAL OF ALL

STRUCTURAL STEEL PRIOR TO FABRICATION.

2.6 ERECTION

A. DO NOT FIELD CUT, OR FIELD MODIFY ANY STRUCTURAL STEEL WITHOUT PRIOR WRITTEN APPROVAL BY

ARCHITECT FOR EACH SPECIFIC CASE.

2.7 PAINT

A. SHOP PRIME ALL STEEL NOT ENCASED IN CONCRETE OR NOT FIREPROOFED.

B. SEE ARCHITECTURAL SPECIFICATIONS FOR FINISH COAT REQUIREMENTS.

2.8 HOT-DIP GALVANIZING

A. ALL NEW STEEL, UNO THAT IS EXPOSED TO THE EXTERIOR ELEMENTS (WEATHER) SHALL BE HOT-DIPPED

GALVANIZED. ALL FIELD WELDS, OR AREAS WHERE HOT-DIP GALVANIZING IS DAMAGED, SHALL BE TOUCHED-UP WITH A ZINC-RICH PAINT (“COLD GALVANIZING”) AFTER STEEL IS COMPLETELY INSTALLED.

B. PLUG WELD VENT HOLES AFTER GALVANIZING.

C. SEAL WELD SEAMS NOT OTHERWISE WELDED.

2.9 POST-INSTALLED ANCHORS

A. POST-INSTALLED ANCHORS SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED ON DRAWINGS:

1. EXPANSION BOLTS INTO CONCRETE

• HILTI KWIK BOLT TZ OR APPROVED EQUAL

2. SCREW ANCHOR INTO CONCRETE

• HILTI KWIK HUS EZ OR APPROVED EQUAL

3. ADHESIVE ANCHOR INTO CONC.

• HILTI HIT HY 200 SAFE SET SYSTEM (ESR-3187) WITH HILTI HIT Z-ROD OR HILTI HIT HY 200

SAFE SET WITH HOLLOW DRILL BIT WITH HILTI HAS-E THREADED ROD OR APPROVED EQUAL;

DRY OR WATER SATURATED CONCRETE HOLES PERMITTED; CONCRETE SHALL HAVE A

MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION.

1/8"

2" 2"

4"

RAIL (STEEL)

SHOP WELD ONE END

PIPE INSERT

(MAX.)

2'-0"

CENTER TO CENTER OF POST, TYP.

5' - 0"

ALL JOINTS WELDED

AND GROUND

SMOOTH (TYP.)

REFER TO APPLICABLE

DETAILS FOR POST

ATTACHMENT

4" KICK PLATE

1'

9" 1'

9"

ROOF EDGE

ROOF SURFACE

TOP OF STEEL BEAM

NOTE: RAILING SHALL HAVE MITERED CORNERS.

6"

1/2" DRAIN HOLE

LOCATION

1 1/2" Ø SCH. 80

PIPE

2" Ø SCH. 80

PIPE

4"

3/8" Ø LOOP-GRIP

CLEVIS PIN

1 1/2" 1 1/2"

1/2" Ø X 5" EMB. HILTI

KWIK BOLT TZ

STAINLESS STEEL

WEDGE ANCHOR

L 3X3X3/8

ROOF

1'

9" 1'

9"

3'

6"

1'

1"

1 1/2" Ø SCH. 40 PIPE

GUARDRAIL

1 1/2" Ø SCH. 80 PIPE

POST

4" KICK PLATE

6"X3/8"X1'-0" LG

GALV PL

3/16

3/16

EX. BEAM

LADDER RAIL

3/16

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Z

P ro je ct s\ -U

S D

V A

-1 \3

-C A

D D ra w in g s\

.3

-A rc h it e ct u re

\2 -U

S D

V A

-1 B

R O

N X

V A

.r vt

/1

/2

:5 :1

P

M

SF101

STRUCTURAL PLAN & DETAILS

8-24-2021 GTMc RS

James J. Peters DVA Medical Center

526-19-529REPLACE LOADING DOCK CANOPY

ROOF

ISSUED FOR BID

N

PN

1/8" = 1'-0"1

EXISTING CANOPY ROOF FRAMING PLAN

1/2" = 1'-0"5

CAGED LADDER ELEVATIONSECTION A-A

SECTION B-B

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

SECTION 1

1 1/2" = 1'-0"3

SECTION 2

1 1/2" = 1'-0"4

SECTION 3

KEY PLAN

GENERAL STRUCTURAL NOTES

3" = 1'-0"7

RAIL SPLICE DETAIL

3/4" = 1'-0"9

GUARDRAIL ELEVATION

3" = 1'-0"6

REMOVABLE GUARDRAIL DETAIL

3/4" = 1'-0"10

LADDER ANCHOR DETAIL

3/4" = 1'-0"8

GUARDRAIL DETAIL

1 1/2" = 1'-0"11

LADDER RAIL EX. BEAM CONNECTION

OMITTED SHEET ON 8-24-2021 BID SET 11-15-2021