36C25019B0033-0001001.pdf
PDF 8 MB Posted
- Attached to
- 541-CSI-106, Parma Mobile MRI Site Prep Federal contract opportunity
- Solicitation number
- 36C25019B0033
About this file
36C25019B0033 0001 Attachment 1 - 541-CSI-106, Drawings_V1.1.pdf
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36C25019B0033-0001002.pdf | ||
| 36C25019B0033-0001000.docx | DOCX document | |
| 36C25019B0033-003.pdf | ||
| 36C25019B0033-002.pdf | ||
| 36C25019B0033-001.docx | DOCX document | |
| 36C25019B0033-004.pdf | ||
| 36C25019B0033-000.docx | DOCX document |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
GI-1
TITLE SHEET & DRAWING
INDEX
8787 BROOKPARK RD. PARMA, OH. 44129
DEPARTMENT OF VETERANS AFFAIRS PARMA CBOC
Cleveland Veterans
Affairs Medical Center
PARMA CBOC MRI SITE PREP
DRAWING INDEX
PROJECT NO. 541-CSI-106
GI-1 TITLE SHEET & DRAWING INDEX
CIVIL
C-01 NEW WORK - SITE PLAN - CIVIL
ARCHITECTURAL
A-SD-01 ENLARGED SITE DEMOLITION PLAN
A-SD-02 ENLARGED SITE IMPROVEMENT PLAN
A-SD-03 ENLARGED WALKWAY FLOOR & ROOF PLANS AND SCHEDULES
A-SD-04 ENLARGED WALKWAY REF. CEILING PLANS
A-2.0 CONNECTOR WALKWAY EXTERIOR ELEVATIONS
A-2.1 CONNECTOR WALKWAY WALL SECTIONS AND DETAILS
A-2.2 ENLARGED DETAILS
STRUCTURAL
S-0.0 GENERAL NOTES
S-1.0 FOUNDATION PLAN AND DETAILS
S-2.0 ROOF FRAMING PLAN AND DETAILS
BID ISSUE SUBMISSION
4.17.19
SITE KEY PLAN
NORTH
PROJECT
WORK AREA
I. PROJECT LOCATION: CLEVELAND VETERANS AFFAIRS
PARMA CLINIC-BASED OUTPATIENT CLINIC
8787 BROOKPARK RD.
PARMA, OHIO
II. DESCRIPTION & USER GROUP CLASSIFICATION OF BLDG
NATURE OF PROJECT: CONSTRUCTION OF PEDESTRIAN WALKWAY AND
SITEWORK/UTILITIES PROVISIONS TO ACCOMMODATE AN
ON-SITE MRI TRAILER LOCATED IN THE EXISTING PARKING
LOT
A. DESIGN CODES: 2018 NPFA LIFE SAFETY CODE 101
2017 OHIO BUILDING CODE
2017 OHIO MECHANICAL/PLUMBING CODES
NFPA 70 / 2017 NATIONAL ELECTRICAL CODE
2009 ICC ANSI A117.1 GUIDELINES
B. USE GROUP: B "BUSINESS" (OUTPATIENT CLINIC) - EXISTING, NO
CHANGE PROPOSED
C. CONSTRUCTION TYPE: TYPE IIB - NONCOMBUSTIBLE, UNPROTECTED -
EXISTING, NO CHANGE PROPOSED
D. PROJECT/SITE AREA: 3,300 SF
E. PROJECT AREA OCCUPANT LOAD: NOT APPLICABLE (WALKWAY)
F. FIRE PROTECTION: EXISTING BUILDING FULLY SPRINKLED. WALKWAY WILL NOT
BE SPRINKLED
CODE INFORMATION
Revisions: Date
65% CD'S SUBMISSION 2.13.19
DAKCJK4.17.19
MECHANICAL
H-01 HVAC GENERAL NOTES, SYMBOL LEGEND, SCHEDULES, & DETAILS
H-02 NEW WORK - FLOOR PLAN - HVAC
PLUMBING
P-01 PLUMBING GENERAL NOTES AND SYMBOL LEGEND
P-02 NEW WORK - FLOOR PLAN - PLUMBING
ELECTRICAL
E-01 ELECTRICAL SYMBOL LEGEND, DETAILS, & GENERAL NOTES
E-02 LIGHTING/POWER/SYSTEMS - PARTIAL FLOOR PLAN - ELECTRICAL
E-03 ENLARGED PARTIAL FLOOR PLAN - ELECTRICAL
1" = 80'-0"
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
CONSULTANTS: ARCHITECT:
Office of
Construction and Facilities
Management
1468 WEST 9TH STREET #400 CLEVELAND, OH 44113
P. 216.687.1555 F. 216.687.1558
E T
G
DE
I
RET
S
HCRA
I
KACZMAR
STANLEY
NO. 4988
T
E R
S
ATE
I
T C
J.
O
O
FO
H
Stanley J. Kaczmar, License #4988
Expiration Date: 12/31/2019
PARMA CBOC MOBILE MRI SITE PREP
8787 BROOKPARK RD. PARMA, OHIO
541-CSI-106
CIVIL & MECH./ELEC. ENGINEERING:
SCHEESER BUCKLEY MAYFIELD, LLC
1540 CORPORATE WOODS PKWY.
UNIONTOWN, OH 44685
P. 330.526.2700
COST ESTIMATING:
MCGUINESS UNLIMITED, INC.
15724 STILLWOOD AVE.
CLEVELAND, OH 44111
P. 440.667.5120
FULLY SPRINKLERED
STRUCTURAL ENGINEERING:
THORSON BAKER & ASSOC.
3030 WEST STREETSBORO RD. RICHFIELD, OH 44286
P. 330.659.6688
S
I T
E
BROOKPARK RD.
100% CD'S SUBMISSION 3.26.19
PROJECT DURATION DURING THE CONSTRUCTION PERIOD SHALL BE AS FOLLOWS:
CONSTRUCTION: 60 DAYS
TOTAL PROJECT TIMEFRAME: 60 DAYS
CONSTRUCTION TIMEFRAME:
ALL CONSTRUCTION WORK IDENTIFIED IN THE CONTRACT DOCUMENTS MUST BE
COORDINATED WITH THE COR & BUILDING OWNER TO BE PERFORMED AROUND A
WORKING OUTPATIENT CENTER THAT IS TO REMAIN OCCUPIED AND IN USE
THROUGHOUT CONSTRUCTION. CONSTRUCTION OPERATIONS SHALL BE DELINEATED AS
FOLLOWS:
· CONSTRUCTION ACTIVITIES FOR THE PROJECT ARE PERMITTED TO BE PERFORMED
DURING NORMAL DAY SHIFT HOURS
· GC SHALL COORDINATE ANY UTILITY SHUTDOWNS REQUIRED WITH COR AND
BUILDING OWNER. SHUTDOWNS LIKELY REQUIRED DURING AFTER-HOURS WHEN
THE FACILITY IS CLOSED
· CONCRETE DEMOLITION AND OTHER SIMILAR HEAVY-IMPACT DEMOLITION MUST BE
COORDINATED AND SCHEDULED WITH THE VA AND BUILDING OWNER PRIOR TO
START
BID ISSUE SUBMISSION 4.17.19
BID ADDENDUM #1 6.7.19
AutoCAD SHX Text Ex. 8" San.
AutoCAD SHX Text Ex. 8" San.
AutoCAD SHX Text Ex. 10" San.
AutoCAD SHX Text 5/8" iron pin fd. S00°00'22"W, 0.56'
AutoCAD SHX Text 5/8" iron pin fd. S75°28'14"E, 1.08'
AutoCAD SHX Text S89°59'38"E rec.&used 4101.64'calc.
AutoCAD SHX Text S89°59'38"E 420.00'deed&used
AutoCAD SHX Text S00°00'22"W 225.00'deed&used
AutoCAD SHX Text S66°06'56"E 124.96'calc. 125.46'deed
AutoCAD SHX Text N00°00'22"E 649.09'calc. 648.54'deed
AutoCAD SHX Text S89°59'38"E 131.00'deed&used
AutoCAD SHX Text N00°00'22"E 220.00'deed&used
AutoCAD SHX Text S01°14'59"W 595.18'calc. 595.50'deed
AutoCAD SHX Text N01°14'59"E 870.83'calc. 870.86'deed
AutoCAD SHX Text O.L. 1
AutoCAD SHX Text O.L. 6
AutoCAD SHX Text
CHENY TRACT
AutoCAD SHX Text Nail Set
AutoCAD SHX Text Ex. 18" Oak
AutoCAD SHX Text Ex. 6" Plum
AutoCAD SHX Text Ex. 6" Plum
AutoCAD SHX Text Ex. 6" Cherry
AutoCAD SHX Text Ex. 6" Cherry
AutoCAD SHX Text Ex. 15" Cherry
AutoCAD SHX Text Ex. 10" Ash
AutoCAD SHX Text Ex. 24" Cottonwood
AutoCAD SHX Text Ex. 36" Cottonwood
AutoCAD SHX Text Nail Set
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text version:1.1
AutoCAD SHX Text vehicle:WB-50
AutoCAD SHX Text group:AASHTO 2004 (US)
AutoCAD SHX Text hatch:SOLID,1,8,0,1.00,0.00
AutoCAD SHX Text pathUnits:feet
AutoCAD SHX Text drawname:1,4
AutoCAD SHX Text time:2010-01-20-14-02-30
AutoCAD SHX Text display:1,1,1,1,1,0,0,0,1,0,0,0,0,0,0,1,1,1,1,1,0,1,1
AutoCAD SHX Text color:6,4,7,7,2,2,3,4,5,4,3,4,4,4,8,3,6,6,3,1,1,3,5,1
AutoCAD SHX Text style:0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0,0
AutoCAD SHX Text fill:0,0
AutoCAD SHX Text clearance:3.000,3.000,3.000,3.000
AutoCAD SHX Text spacing:2,1.000
AutoCAD SHX Text level:10,WB-50_Truck
AutoCAD SHX Text product:AutoTURN
AutoCAD SHX Text
WB-50
AutoCAD SHX Text
AASHTO 2004 (US)
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
WV
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
DS
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.
AutoCAD SHX Text F.E.
AutoCAD SHX Text F.E.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text
WC LIFT
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
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
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PLAN NOTES
CODED NOTES
Revisions: Date
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
CONSULTANTS: ARCHITECT:
65% CD'S SUBMISSION
Office of
Construction and Facilities
Management
1468 WEST 9TH STREET #400 CLEVELAND, OH 44113
P. 216.687.1555 F. 216.687.1558
PARMA CBOC MOBILE MRI SITE PREP
8787 BROOKPARK RD. PARMA, OHIO
541-CSI-106
CIVIL & MECH./ELEC. ENGINEERING:
SCHEESER BUCKLEY MAYFIELD, LLC
1540 CORPORATE WOODS PKWY.
UNIONTOWN, OH 44685
P. 330.526.2700
COST ESTIMATING:
MCGUINESS UNLIMITED, INC.
15724 STILLWOOD AVE.
CLEVELAND, OH 44111
P. 440.667.5120
FULLY SPRINKLERED
STRUCTURAL ENGINEERING:
THORSON BAKER & ASSOC.
3030 WEST STREETSBORO RD. RICHFIELD, OH 44286
P. 330.659.6688
4.17.19
2.13.19
100% CD'S SUBMISSION 3.26.19
BID ISSUE SUBMISSION 4.17.19
NEW WORK - SITE PLAN -
CIVIL
KMN PEK
C-01
NEW WORK - SITE PLAN
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
VA MEDICAL BUILDING
AutoCAD SHX Text
75,222 SF
AutoCAD SHX Text
2 STORIES
AutoCAD SHX Text
FF=795.00
AutoCAD SHX Text
PROP. ELECTRIC
AutoCAD SHX Text
PROP. HYD.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text
DS
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text
WC LIFT
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text
1. ALL CONTRACTORS ARE TO NOTIFY THE UTILITIES PROTECTION SERVICE, TWO WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 2. CONTRACTORS SHALL SCHEDULE THEIR OPERATIONS AND CARRY OUT THE WORK IN A MATTER TO CAUSE THE LEAST DISTURBANCE AND/OR INTERFERENCE WITH NORMAL FLOW OF THE TRAFFIC. 4. ALL POINTS OF CONNECTION OF PROPOSED IMPROVEMENTS TO EXISTING CONDITIONS SHALL BE UNCOVERED AND ELEVATIONS VERIFIED BY FIELD CHECK BEFORE ANY CONSTRUCTION BEGINS. 5. CONTRACTOR IS TO REGRADE TO MATCH EXISTING ELEVATIONS. RESEED AND MULCH IN ALL DISTURBED AREAS.
AutoCAD SHX Text
1. INSTALL YARD BASIN 4' OFFSET FROM SIDEWALK AND WITH CASTING AT 0.75" BELOW TOP OF NEW SIDEWALK. REGRADE AREA ALONG NORTH SIDE OF NEW SIDEWALK TO CREATE A 0.5' DEEP SWALE THAT SLOPES TOWARD THE NEW YARD BASIN. THE GRADE AT THE NORTH EDGE OF THE SIDEWALK IS TO BE 1" BELOW TOP OF SIDEWALK. 2. EXTEND 8" STORM SEWER AND WYE INTO ADJACENT 8" STORM. VERIFY EXACT DEPTH OF EXISTING 8" LINE PRIOR TO THE START OF CONSTRUCTION. 3. EXTEND 4" RAIN LEADER AND TIE INTO PROPOSED DOWNSPOUTS. 4. INSTALL 5' WIDE BY 9' LONG CONCRETE PAD FOR AIR HANDLER UNITS PER DETAIL ON THIS SHEET. TOP OF PAD IS TO BE AT 795.00 (SAME ELEVATION AS FINISHED FLOOR.) 5. NEW MRI TRAILER. 6. NEW ADA PARKING STALLS. REFER TO ARCHITECTURAL SITE PLAN.
AutoCAD SHX Text
5" MIN
AutoCAD SHX Text
STORM SEWER
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 2'-0" x 2'-0"
AutoCAD SHX Text
27 1/2" SQUARE
AutoCAD SHX Text
%%UYARD/INLET BASIN
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
CEMENT CONCRETE SURFACE
AutoCAD SHX Text
ODOT ITEM 304
AutoCAD SHX Text
3" AGGREGATE BASE COURSE
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
ODOT ITEM 203
AutoCAD SHX Text
ODOT ITEM 452
AutoCAD SHX Text
6" NON-REINFORCED PORTLAND
AutoCAD SHX Text
%%UCONCRETE PAD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text %%uNOTES:
AutoCAD SHX Text
%%UNOTE:
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 6'-6"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
HANDICAPPED
AutoCAD SHX Text
VAN -
AutoCAD SHX Text
ACCESSIBLE
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
BLUE
AutoCAD SHX Text
WHITE
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text %%uNOTES:
AutoCAD SHX Text %%uHANDICAPPED PARKING SIGN
AutoCAD SHX Text
$250 FINE
AutoCAD SHX Text
MAXIMUM
AutoCAD SHX Text PRECAST CONCRETE CONSTRUCTION MEETING ODOT 706.13- 4000 PSI CONCRETE WITH CURB (IF REQUIRED) AND PIPE CONNECTION HOLES CORED AT THE TIME OF PRECAST MANUFACTURE
AutoCAD SHX Text SHELF FORMED WITH ASTM C-32 BRICK MASONARY WITH 1/2" CEMENT MORTAR PLASTER SLOPED 1/2" /FT, OR CONCRETE PRECAST IN BASE
AutoCAD SHX Text
1" CHAMFER (TYPICAL)
AutoCAD SHX Text
INLET FRAME AND COVER CASTING EJIW NO. 5110 OR APPROVED EQUAL.
AutoCAD SHX Text
CRUSHED STONE AGGREGATE, ODOT NO. 67, THOROUGHLY COMPACTED
AutoCAD SHX Text
EJIW 511OM3
AutoCAD SHX Text
1. MAXIMUM JOINT SPACING IS TO BE TWO TIMES OF THE THICKNESS OF THE PAVEMENT. FOR 6" PAVEMENT, PROVIDE JOINTS AT A MAXIMUM SPACING OF 12'. 2. TRAFFIC SHALL NOT BE ALLOWED ON FINISHED PAVEMENT UNTIL CONCRETE HAS ATTAINED A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. 3. EXPANSION JOINTS SHALL BE SEALED WITH POLYURETHANE SEALANT SO THAT MOISTURE INFILTRATION INTO THE SUBGRADE SOILS IS REDUCED. 4. WHERE TOPSOIL IS INSTALLED ADJACENT TO EDGE TOP OF COMPACTED TOPSOIL IS TO BE LEFT AT 0.5" BELOW TOP.
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
2" ROUND STEEL PIPE
AutoCAD SHX Text
SEE NOTE #4
AutoCAD SHX Text
CONCRETE BASE. SEE ARCHITECTURAL PLANS.
AutoCAD SHX Text
1. SIGNS ARE TO CONFORM WITH SPECIFICATIONS FROM THE UNIFORM MANUAL OF TRAFFIC CONTROL DEVICES. 2. SIGN POST SHALL BE U CHANNEL TYPE PER ODOT SECTION 730.015 DRAWING TC-41.20. 3. SIGNS SHALL COMPLY TO ALL ADA CODES. 4. PROVIDE SECOND SIGN FOR SPACE DESIGNATED "VAN ACCESSIBLE". MOUNT BELOW THE SYMBOL OF ACCESSIBILITY.
AutoCAD SHX Text LOCATE SIGN @ HEAD OF EACH HANDICAP STALL. SIGN ON EACH SIDE OF PIPE WHERE APPLICABLE.
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
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
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SIGNATURE
AutoCAD SHX Text
NOBLE
AutoCAD SHX Text K. M.
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E-56746
AutoCAD SHX Text 4.17.19
AutoCAD SHX Text 10'
AutoCAD SHX Text
AutoCAD SHX Text 20'
SCALE
3'-10"
7'-7"
55'-0" +/- EX. SIDEWALK REMOVAL
73'-2" +/-
5'-4" +/-
A-SD-01
ENLARGED SITE
DEMOLITION PLAN
Revisions: Date
65% CD'S SUBMISSION 2.13.19
DAKCJK4.17.19
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
CONSULTANTS: ARCHITECT:
Office of
Construction and Facilities
Management
1468 WEST 9TH STREET #400 CLEVELAND, OH 44113
P. 216.687.1555 F. 216.687.1558
E T
G
DE
I
RET
S
HCRA
I
KACZMAR
STANLEY
NO. 4988
T
E R
S
ATE
I
T C
J.
O
O
FO
H
Stanley J. Kaczmar, License #4988
Expiration Date: 12/31/2019
PARMA CBOC MOBILE MRI SITE PREP
8787 BROOKPARK RD. PARMA, OHIO
541-CSI-106
CIVIL & MECH./ELEC. ENGINEERING:
SCHEESER BUCKLEY MAYFIELD, LLC
1540 CORPORATE WOODS PKWY.
UNIONTOWN, OH 44685
P. 330.526.2700
COST ESTIMATING:
MCGUINESS UNLIMITED, INC.
15724 STILLWOOD AVE.
CLEVELAND, OH 44111
P. 440.667.5120
FULLY SPRINKLERED
STRUCTURAL ENGINEERING:
THORSON BAKER & ASSOC.
3030 WEST STREETSBORO RD. RICHFIELD, OH 44286
P. 330.659.6688
GENERAL NOTES:
EXISTING BENCH TO BE RELOCATED - SEE ENLARGED SITE IMPROVEMENT PLAN FOR
NEW LOCATION
14. ALL FLOOR, WALL, CEILING, AND MISC. FIRE RESISTIVE ASSEMBLIES AND CONSTRUCTION
SHALL BE OF THE FIRE RATING CALLED FOR ON THE DRAWINGS AND / OR AS REQUIRED BY
CODE. ALL EXISTING FIRE RESISTIVE ASSEMBLIES SHALL BE MAINTAINED AND THE RATING
NOT COMPROMISED. FIRE RATED ASSEMBLIES AND CONSTRUCTION INCLUDING ALL FIRE
STOPPING, FIRE RATED DOORS AND MISC. FIRE RESISTIVE REQUIREMENTS SHALL BE LEFT
UNCONCEALED AS REQUIRED FOR INSPECTION BY THE BUILDING OFFICIAL.
10. ALL DEMOLITION WORK BEING DONE OUTSIDE TEMPORARY PARTITIONS IS TO BE
APPROPRIATELY SEALED OFF TO PREVENT THE TRANSMISSION OF DUST AND DEBRIS. WORK
SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF. COORDINATE
LOCATION OF BARRIERS WITH OWNER.
11. THE FACILITY'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN OPERATION WITHIN
THE PROJECT AREA DURING THE ENTIRE CONSTRUCTION PHASE.
12. FIELD VERIFY LOCATION OF ALL EXISTING CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.
13. WHERE NEW DOORS ARE INDICATED IN EXISTING WALL ASSEMBLIES, CUT OPENINGS IN
EXISTING WALL. REFER TO DOOR SCHEDULE FOR DIMENSIONS. PREPARE OPENINGS FOR
NEW DOOR, INCLUSIVE OF THE ADDITION OF JAMB AND HEAD STUD REINFORCEMENT (I.E.
DOUBLE STUDS, HEADERS) AND PATCH ADJACENT WALLS TO MATCH EXISTING.
15. DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND SHALL OCCUR
DURING OFF HOURS AS DETERMINED BY THE COR. SEE ALSO SPECIFICATION SECTION 01 35
26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS REGARDING THE HAULING OF
DEBRIS FROM THE PROJECT AREA.
16. ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO IMPEDE
OWNER'S OPERATIONS AS DETERMINED BY THE COR. ALL WORK IN PUBLIC CORRIDORS
SHALL BE PERFORMED "OFF HOURS" UNLESS OTHERWISE APPROVED BY THE COR.
CITY OF PARMA REQUIREMENTS:
1. THIS PROJECT AND THE FACILITY IN GENERAL FALL UNDER THE JURISDICTION OF THE CITY
OF PARMA, AND AS SUCH, THE CITY OF PARMA'S PERMITTING AND INSPECTION PROCESS
MUST BE FOLLOWED. THE VA IS A TENANT IN THIS BUILDING AND THE FACILITY IS NOT
OWNED BY THE FEDERAL GOVERNMENT.
2. ALL CONTRACTORS - GENERAL AND SUBS - ARE REQUIRED TO BE REGISTERED WITH THE
CITY OF PARMA IN ORDER TO PERFORM CONSTRUCTION OPERATIONS AND PULL PERMITS.
3. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BOTH PULL AND COVER
THE COST OF THE GENERAL BUILDING PERMIT FOR THIS PROJECT, AND ALL FEES
ASSOCIATED WITH SAME SHALL BE INCLUDED IN THE BID PRICE. ALL SUB-CONTRACTORS
WILL ALSO BE RESPONSIBLE FOR BOTH PULLING AND COVERING THE COST OF THEIR
INDIVIDUAL TRADE PERMITS.
4. THE GC SHALL BE RESPONSIBLE FOR PREPARING AND SUBMITTING ALL FIRE ALARM AND
FIRE SUPPRESSION SYSTEM DRAWINGS - TO THE EXTENT THAT MODIFICATIONS TO SAME
ARE REQUIRED FOR THIS PROJECT - TO THE CITY OF PARMA FOR REVIEW AND APPROVAL.
5. THE GC SHALL BE RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS REQUIRED FOR THE
PROJECT WITH THE CITY OF PARMA AND ENSURING THAT ALL INSPECTIONS ARE
COMPLETED AND PASSED. THIS INSPECTION PROCESS SHALL BE CONSIDERED IN ADDITION
TO THOSE REQUIRED INTERNALLY BY THE VA.
6. THE GC SHALL BE RESPONSIBLE FOR OBTAINING A CERTIFICATE OF OCCUPANCY THROUGH
THE CITY OF PARMA AND OBTAINING ALL FINAL SIGN-OFFS FROM BUILDING OFFICIALS
7. ARCHITECT WILL SUBMIT DRAWINGS FOR BUILDING PERMIT REVIEW/APPROVAL. GC SHALL
BE RESPONSIBLE FOR PERMIT PICK-UP/PAYMENT. IT IS THE INTENT THAT THE PERMIT WILL
BE READY FOR PICK-UP AHEAD OF CONSTRUCTION
DEMOLITION NOTES:
1/8" = 1'-0"
SITE DEMOLITION PLAN
ENLARGED
NORTH
EXISTING PARKING STALL TO BE ELIMINATED - SEE ENLARGED SITE PLAN FOR NEW
ACCESSIBLE PARKING STALL DESIGN IN THIS LOCATION. GC SHALL REMOVE EXISTING
STALL STRIPING ON PAVEMENT
2 2 2 2 222
EXISTING POST-MOUNTED ACCESSIBLE PARKING STALL SIGNAGE TO BE REMOVED
AND RELOCATED - SEE ENLARGED SITE IMPROVEMENT PLAN FOR NEW LOCATIONS.
EXISTING CONCRETE BASE SHALL BE DEMO'D - SIGN & POST SHALL BE SALVAGED.
REMOVE SECTION OF DETECTABLE WARNING STRIP WHERE POLE BASE PENETRATED
AND REPLACE WITH NEW STRIP
AS-2.0
A
6 5
NEW 3'-10" X 7'-4" HIGH DOORWAY OPENING TO BE CUT INTO EXTERIOR WALL.
BOTTOM OF OPENING SHALL ALIGN WITH INTERIOR FINISHED FLOOR ELEVATION.
REFER TO STRUCT. DWGS. FOR STEEL LINTEL REQUIREMENTS OVER OPENING
WORKPOINT FOR WEST JAMB SIDE OF NEW OPENING SHALL ALIGN WITH EXISTING
MASONRY CONTROL JOINT
EXISTING DOWNSPOUT TO REMAIN - PROTECT AS REQ'D. THROUGHOUT
CONSTRUCTION TO ENSURE THAT SAME DOES NOT GET BLOCKED UP WITH DEBRIS,
DUST, ETC.
EXISTING TREE TO REMAIN - PROTECT AS REQ'D. THROUGHOUT
CONSTRUCTION
FOUR (4) EXISTING ACCESSIBLE PARKING STALLS TO BE ELIMINATED AND RELOCATED
- SEE ENLARGED SITE PLAN FOR NEW ACCESSIBLE PARKING STALL DESIGN. GC
SHALL REMOVE EXISTING STALL STRIPING ON PAVEMENT
EXISTING INSET
RUBBER STRIPS TO
REMAIN U.N.O.
EXISTING CONCRETE SIDEWALK TO BE DEMOLISHED IN
HATCHED PORTION. DEMOLITION SHALL OCCUR BETWEEN
EXISTING CONTROL JOINTS AS SHOWN
WORKPOINT FOR
WALK REMOVAL @
EXISTING CONTROL
JOINT
WORKPOINT FOR
WALK REMOVAL @
EXISTING CONTROL
JOINT
HATCHED AREA IN EXISTING GRASS INDICATES APPROXIMATE
EXCAVATION SCOPE REQUIRED FOR INSTALLATION OF NEW
CONNECTOR SIDEWALK. SEE IMPROVEMENT PLAN, VERIFY
FINAL EXCAVATION EXTENTS IN FIELD
GENERAL SITE DEMOLITION NOTE: ARCHITECTURAL SITE DEMOLITION PLAN DOES NOT
DEPICT ADDITIONAL EXCAVATION OR DEMOLITION REQUIRED TO INSTALL UNDERGROUND
OR ABOVE-GROUND UTILITIES. REFER TO CIVIL AND MEP DRAWINGS FOR NEW UTILITY
INSTALLATION SCOPE
TEMPORARY CONSTRUCTION FENCE TO BE PROVIDED AND
MAINTAINED BY GC THROUGHOUT THE PROJECT - VERIFY FINAL
DIMENSIONS IN FIELD. FENCE SHALL BE 8'-0" HIGH CHAIN LINK
FENCE. MINIMUM FENCE SPECS: 11-1/2 GA., 2" MESH, 1-5/8" LINE
POSTS @ 8' O.C. MAX. 2" CORNER POSTS. GC SHALL RESTORE
EXISTING SITE CONDITIONS UPON REMOVAL OF THE FENCE
MAINTAIN EXISTING LOADING
ZONE STRIPING
THROUGHOUT
CONSTRUCTION, LOCATE
FENCE JUST EAST OF EX.
STRIPE LINE
EXISTING LIT BOLLARD TO REMAIN - PROTECT THROUGHOUT
CONSTRUCTION
EXISTING VINYL FENCE
ENCLOSURE AND
LANDSCAPING SHALL BE
PROTECTED THROUGHOUT
CONSTRUCTION
TEMPORARY PROTECTIVE BARRIER
SHALL BE IN PLACE DURING DEMOLITION
OF EXTERIOR WALL OPENING (ZIPWALL
OR SIMILAR). SHALL BE SEALED 100%
FROM THE INTERIOR. COORD. ALL
RELATED WORK WITH VA AND BUILDING
OWNER
REFER TO CIVIL DRAWINGS
FOR UTILITY
INSTALLATION/GRADING IN
THIS AREA
100% CD'S SUBMISSION 3.26.19
5. WHERE NEW UTILITIES ARE INSTALLED IN EXISTING PARTITIONS, ALL SUB-CONTRACTORS
SHALL REMOVE EXISTING DRYWALL AS REQUIRED FOR INSTALLATION OF SAME, AND PATCH
AND REPAIR WITH NEW TO MATCH EXISTING CONDITIONS.
1. CONSIDER ALL AREAS OWNER-OCCUPIED, UNLESS OTHERWISE NOTED.
2. ALL FLOOR PLAN DIMENSIONS ARE FROM FACE OF POURED CURB TO FACE OF POURED CURB
3. ALL SUB-CONTRACTORS (I.E. FIRE PROTECTION, HVAC FIRE ALARM, ELECTRICAL, ETC.) TO
DESIGN AND INSTALL SYSTEM PER OWNER REQUIREMENTS AND IN STRICT ACCORDANCE
WITH THE REQUIREMENTS OF ALL APPLICABLE CODES.
4. PATCH AND REPAIR ALL EXISTING AREAS TO REMAIN AS REQUIRED TO MATCH EXISTING
CONDITIONS.
6. ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION SHALL BE
REPAIRED BY CONTRACTOR. CONTRACTOR SHALL PROTECT ALL EXISTING WALL, CEILING,
AND FLOOR FINISHES IN EACH AREA. ANY SURFACES DAMAGED BY CONTRACTOR SHALL BE
REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
7. ALL NEW PENETRATIONS IN FIRE RATED ASSEMBLIES TO MAINTAIN FIRE RATING OF
ASSEMBLY AS REQUIRED.
8. CONTRACTOR SHALL PROVIDE DUST REMOVING WALK-OFF MATS (TACKY MAT) AT ALL
CONSTRUCTION ENTRY POINTS
9. CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINE(S) TO MAINTAIN
NEGATIVE PRESSURE IN WORK AREA ENSURING NO DUST OR FUMES WILL BE TRANSFERRED
TO OCCUPIED AREAS. PROVIDE VISUAL PRESSURE MONITORING DEVICE AT DUST PROOF
BARRICADE TO CONFIRM PRESSURE. DUST MONITORING SHALL BE BY OWNER. SEE
SPECIFICATION 01 00 00 "GENERAL REQUIREMENTS" ATTACHMENT AND 01 35 26 "SAFETY
REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS.
BID ISSUE SUBMISSION 4.17.19
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
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
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
8'-0" 8'-0" 8'-0" 8'-0"
3'-0"
EX. STALL
TO REMAIN
5'-0"
EXISTING
8'-0" 5'-0" 8'-0" 6'-0" EXISTING STALLS
TO REMAIN
9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"
35'-0" 27'-0"
1'-7" +/-
A-SD-02
ENLARGED SITE
IMPROVEMENT PLAN
Revisions: Date
65% CD'S SUBMISSION 2.13.19
DAKCJK4.17.19
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
CONSULTANTS: ARCHITECT:
Office of
Construction and Facilities
Management
1468 WEST 9TH STREET #400 CLEVELAND, OH 44113
P. 216.687.1555 F. 216.687.1558
E T
G
DE
I
RET
S
HCRA
I
KACZMAR
STANLEY
NO. 4988
T
E R
S
ATE
I
T C
J.
O
O
FO
H
Stanley J. Kaczmar, License #4988
Expiration Date: 12/31/2019
PARMA CBOC MOBILE MRI SITE PREP
8787 BROOKPARK RD. PARMA, OHIO
541-CSI-106
CIVIL & MECH./ELEC. ENGINEERING:
SCHEESER BUCKLEY MAYFIELD, LLC
1540 CORPORATE WOODS PKWY.
UNIONTOWN, OH 44685
P. 330.526.2700
COST ESTIMATING:
MCGUINESS UNLIMITED, INC.
15724 STILLWOOD AVE.
CLEVELAND, OH 44111
P. 440.667.5120
FULLY SPRINKLERED
STRUCTURAL ENGINEERING:
THORSON BAKER & ASSOC.
3030 WEST STREETSBORO RD. RICHFIELD, OH 44286
P. 330.659.6688
NEW VAN ACCESSIBLE ADA PARKING STALL TO BE PAINTED/LOCATED AT FORMER
NON-ACCESSIBLE PARKING STALL LOCATION. GC SHALL PAINT ALL STRIPING, ADA
SYMBOLS, AND THE WORD "VAN" IN STALL - MATCH EXISTING VAN STALLS ON SITE
GENERAL NOTES:
14. ALL FLOOR, WALL, CEILING, AND MISC. FIRE RESISTIVE ASSEMBLIES AND CONSTRUCTION
SHALL BE OF THE FIRE RATING CALLED FOR ON THE DRAWINGS AND / OR AS REQUIRED BY
CODE. ALL EXISTING FIRE RESISTIVE ASSEMBLIES SHALL BE MAINTAINED AND THE RATING
NOT COMPROMISED. FIRE RATED ASSEMBLIES AND CONSTRUCTION INCLUDING ALL FIRE
STOPPING, FIRE RATED DOORS AND MISC. FIRE RESISTIVE REQUIREMENTS SHALL BE LEFT
UNCONCEALED AS REQUIRED FOR INSPECTION BY THE BUILDING OFFICIAL.
10. ALL DEMOLITION WORK BEING DONE OUTSIDE TEMPORARY PARTITIONS IS TO BE
APPROPRIATELY SEALED OFF TO PREVENT THE TRANSMISSION OF DUST AND DEBRIS. WORK
SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF. COORDINATE
LOCATION OF BARRIERS WITH OWNER.
11. THE FACILITY'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN OPERATION WITHIN
THE PROJECT AREA DURING THE ENTIRE CONSTRUCTION PHASE.
12. FIELD VERIFY LOCATION OF ALL EXISTING CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.
13. WHERE NEW DOORS ARE INDICATED IN EXISTING WALL ASSEMBLIES, CUT OPENINGS IN
EXISTING WALL. REFER TO DOOR SCHEDULE FOR DIMENSIONS. PREPARE OPENINGS FOR
NEW DOOR, INCLUSIVE OF THE ADDITION OF JAMB AND HEAD STUD REINFORCEMENT (I.E.
DOUBLE STUDS, HEADERS) AND PATCH ADJACENT WALLS TO MATCH EXISTING.
15. DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND SHALL OCCUR
DURING OFF HOURS AS DETERMINED BY THE COR. SEE ALSO SPECIFICATION SECTION 01 35
26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS REGARDING THE HAULING OF
DEBRIS FROM THE PROJECT AREA.
16. ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO IMPEDE
OWNER'S OPERATIONS AS DETERMINED BY THE COR. ALL WORK IN PUBLIC CORRIDORS
SHALL BE PERFORMED "OFF HOURS" UNLESS OTHERWISE APPROVED BY THE COR.
CITY OF PARMA REQUIREMENTS:
1. THIS PROJECT AND THE FACILITY IN GENERAL FALL UNDER THE JURISDICTION OF THE CITY
OF PARMA, AND AS SUCH, THE CITY OF PARMA'S PERMITTING AND INSPECTION PROCESS
MUST BE FOLLOWED. THE VA IS A TENANT IN THIS BUILDING AND THE FACILITY IS NOT
OWNED BY THE FEDERAL GOVERNMENT.
2. ALL CONTRACTORS - GENERAL AND SUBS - ARE REQUIRED TO BE REGISTERED WITH THE
CITY OF PARMA IN ORDER TO PERFORM CONSTRUCTION OPERATIONS AND PULL PERMITS.
3. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BOTH PULL AND COVER
THE COST OF THE GENERAL BUILDING PERMIT FOR THIS PROJECT, AND ALL FEES
ASSOCIATED WITH SAME SHALL BE INCLUDED IN THE BID PRICE. ALL SUB-CONTRACTORS
WILL ALSO BE RESPONSIBLE FOR BOTH PULLING AND COVERING THE COST OF THEIR
INDIVIDUAL TRADE PERMITS.
4. THE GC SHALL BE RESPONSIBLE FOR PREPARING AND SUBMITTING ALL FIRE ALARM AND
FIRE SUPPRESSION SYSTEM DRAWINGS - TO THE EXTENT THAT MODIFICATIONS TO SAME
ARE REQUIRED FOR THIS PROJECT - TO THE CITY OF PARMA FOR REVIEW AND APPROVAL.
5. THE GC SHALL BE RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS REQUIRED FOR THE
PROJECT WITH THE CITY OF PARMA AND ENSURING THAT ALL INSPECTIONS ARE
COMPLETED AND PASSED. THIS INSPECTION PROCESS SHALL BE CONSIDERED IN ADDITION
TO THOSE REQUIRED INTERNALLY BY THE VA.
6. THE GC SHALL BE RESPONSIBLE FOR OBTAINING A CERTIFICATE OF OCCUPANCY THROUGH
THE CITY OF PARMA AND OBTAINING ALL FINAL SIGN-OFFS FROM BUILDING OFFICIALS
7. ARCHITECT WILL SUBMIT DRAWINGS FOR BUILDING PERMIT REVIEW/APPROVAL. GC SHALL
BE RESPONSIBLE FOR PERMIT PICK-UP/PAYMENT. IT IS THE INTENT THAT THE PERMIT WILL
BE READY FOR PICK-UP AHEAD OF CONSTRUCTION
CONSTRUCTION NOTES:
1/8" = 1'-0"
SITE IMPROVEMENT PLAN
ENLARGED
NORTH
NEW LOCATION FOR RELOCATED POST-MOUNTED VAN ACCESSIBLE STALL SIGNAGE,
CENTERED ON PARKING STALL AND ALIGNED W/ADJACENT SIGNS. GC SHALL INSTALL
SIGN SUCH THAT THE BOTTOM OF THE SIGNAGE IS MINIMUM 5'-0" ABOVE FINISHED GRADE.
SIGNAGE SHALL BE CENTERED ON PARKING STALL AND ALIGNED W/EXISTING ADJACENT
SIGNS - VERIFY IN FIELD. PROVIDE NEW CONCRETE BASE MATCHING HEIGHT AND
DIAMETER OF EXISTING, EXTEND BOTTOM MIN. 42" BELOW GRADE
NEW ACCESSIBLE ADA PARKING STALL TO BE PAINTED/LOCATED AT FORMER
NON-ACCESSIBLE PARKING STALL LOCATION. GC SHALL PAINT ALL STRIPING AND ADA
SYMBOLS IN STALL - MATCH EXISTING ADA STALLS ON SITE
ALIGN NEW/EXISTING
STRIPING
NEW LOCATION FOR RELOCATED POST-MOUNTED ACCESSIBLE STALL SIGNAGE,
CENTERED ON PARKING STALL AND ALIGNED W/ADJACENT SIGNS. GC SHALL INSTALL
SIGN SUCH THAT THE BOTTOM OF THE SIGNAGE IS MINIMUM 5'-0" ABOVE FINISHED GRADE.
SIGNAGE SHALL BE CENTERED ON PARKING STALL AND ALIGNED W/EXISTING ADJACENT
SIGNS - VERIFY IN FIELD. PROVIDE NEW CONCRETE BASE MATCHING HEIGHT AND
DIAMETER OF EXISTING, EXTEND BOTTOM MIN. 42" BELOW GRADE
3 3
EX. STALLS TO
REMAIN
EX. STALLS TO
REMAIN
5 5
NEW 2'-0" WIDE TRUNCATED DOME DETECTABLE WARNING STRIP TO BE INSTALLED
ALONG FULL LENGTH OF NEW ADA PARKING STALLS. SPEC TO MATCH EXISTING
WARNING STRIP ON SITE
6 NEW LOCATION FOR RELOCATED BENCH
36" H X 6" DIA. REMOVABLE STEEL BOLLARDS: TRAFFICGUARD LOCKING KEY LOCK
SERIES RP3506 OR APPROVED EQUAL. GC SHALL PROVIDE CONCRETE BASE FOR
STEEL INSERT - SEE BOLLARD DETAILS
(7) LOCS.
MOBILE MRI TRAILER - RETAINED BY VA UNDER SEPARATE CONTRACT. NOTE: WHEELCHAIR LIFT AND STAIR
ARE PART OF THE MRI TRAILER. GC SHALL PROVIDE UTILITIES TO TRAILER, REFER TO MEP DRAWINGS
CONTROL JOINT LOCATION FOR NEW/EXISTING SIDEWALK TRANSITION9
INFILL FORMER GRASS STRIP WITH NEW GRAVEL BETWEEN
EXISTING GRAVEL BED AND FACE OF WALKWAY CONSTRUCTION
NEW CONNECTOR
WALKWAY - SEE
ENLARGED PLAN
SHEETS FOR
DETAILS
AREA WITHIN DASHED BOUNDARY INDICATES APPROXIMATE AREA OF
EXCAVATION, SITEWORK, AND REGRADING. GC SHALL BE RESPONSIBLE
FOR RESEEDING ENTIRE AREA WITH GRASS SEED UPON COMPLETION OF
CONSTRUCTION. ACTUAL AREA MAY VARY - VERIFY FULL EXTENT IN FIELD.
GC IS RESPONSIBLE FOR REPAIRING ALL DAMAGED SITE AREAS AND
RESTORING BACK TO ORIGINAL CONDITIONS
NEW YARD BASIN, SEE CIVIL DWGS. FOR LOCATION AND GRADING
REQUIREMENTS
NEW CONDENSING UNITS ON CONCRETE PAD, SEE CIVIL AND MEP
DRAWINGS
100% CD'S SUBMISSION 3.26.19
5. WHERE NEW UTILITIES ARE INSTALLED IN EXISTING PARTITIONS, ALL SUB-CONTRACTORS
SHALL REMOVE EXISTING DRYWALL AS REQUIRED FOR INSTALLATION OF SAME, AND PATCH
AND REPAIR WITH NEW TO MATCH EXISTING CONDITIONS.
1. CONSIDER ALL AREAS OWNER-OCCUPIED, UNLESS OTHERWISE NOTED.
2. ALL FLOOR PLAN DIMENSIONS ARE FROM FACE OF POURED CURB TO FACE OF POURED CURB
3. ALL SUB-CONTRACTORS (I.E. FIRE PROTECTION, HVAC FIRE ALARM, ELECTRICAL, ETC.) TO
DESIGN AND INSTALL SYSTEM PER OWNER REQUIREMENTS AND IN STRICT ACCORDANCE
WITH THE REQUIREMENTS OF ALL APPLICABLE CODES.
4. PATCH AND REPAIR ALL EXISTING AREAS TO REMAIN AS REQUIRED TO MATCH EXISTING
CONDITIONS.
6. ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION SHALL BE
REPAIRED BY CONTRACTOR. CONTRACTOR SHALL PROTECT ALL EXISTING WALL, CEILING,
AND FLOOR FINISHES IN EACH AREA. ANY SURFACES DAMAGED BY CONTRACTOR SHALL BE
REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
7. ALL NEW PENETRATIONS IN FIRE RATED ASSEMBLIES TO MAINTAIN FIRE RATING OF
ASSEMBLY AS REQUIRED.
8. CONTRACTOR SHALL PROVIDE DUST REMOVING WALK-OFF MATS (TACKY MAT) AT ALL
CONSTRUCTION ENTRY POINTS
9. CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINE(S) TO MAINTAIN
NEGATIVE PRESSURE IN WORK AREA ENSURING NO DUST OR FUMES WILL BE TRANSFERRED
TO OCCUPIED AREAS. PROVIDE VISUAL PRESSURE MONITORING DEVICE AT DUST PROOF
BARRICADE TO CONFIRM PRESSURE. DUST MONITORING SHALL BE BY OWNER. SEE
SPECIFICATION 01 00 00 "GENERAL REQUIREMENTS" ATTACHMENT AND 01 35 26 "SAFETY
REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS.
MRI TRAILER WORKPOINT:
MRI TRAILER TO BE
LOCATED BY VENDOR TO
ALIGN UNIT APPROX. 19"
AWAY FROM EX. CURB.
INTENT IS TO ALLOW
CLEARANCE FOR THREE
(3) ACCESS
COMPARTMENTS ON MRI
TRAILER TO BE LOCATED
WITHIN TRAILER
BID ISSUE SUBMISSION 4.17.19
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text F.E.C.
AutoCAD SHX Text
WC LIFT
AutoCAD SHX Text
VAN
AutoCAD SHX Text
VAN
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
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
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
7'-1 1/2" 4'-0"
4'-0" 4'-0" 8'-0" 4'-0"
8'-9 1/2"
39'-11"
7'-7" OUT-TO-OUT
CONC. CURB/STUDS
23'-6" 8'-2 1/2" 8'-2 1/2" 7'-1"
O
U T
T
O O
U T
C O
N C
C
U R
B S
T U
D S
1'-2"
21'-8"
1'-2"
17'-10"
3'-4" 2'-4"
E
X P
J T
24'-0" OUT-TO-OUT
CONC. CURB/STUDS
3'-1" +/-
L A
N D
I N
G
R A
M P
U
17'-0" RAMP UP
@ 1:20
6'-6"
1'-0"
1'-0"
1'-0"
4'-4" +/-
26'-2" HIGH ROOF
24'-6" LOW ROOF
L O
W
R
O O
F
10 1/2" TYP. OVERHANG
10 1/2" TYP.
OVERHANG
T
Y P
O V
E R
H A
N G
A-SD-03
ENLARGED WALKWAY FLOOR &
ROOF PLANS AND SCHEDULES
Revisions: Date
65% CD'S SUBMISSION 2.13.19
DAKCJK4.17.19
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
CONSULTANTS: ARCHITECT:
Office of
Construction and Facilities
Management
1468 WEST 9TH STREET #400 CLEVELAND, OH 44113
P. 216.687.1555 F. 216.687.1558
E T
G
DE
I
RET
S
HCRA
I
KACZMAR
STANLEY
NO. 4988
T
E R
S
ATE
I
T C
J.
O
O
FO
H
Stanley J. Kaczmar, License #4988
Expiration Date: 12/31/2019
PARMA CBOC MOBILE MRI SITE PREP
8787 BROOKPARK RD. PARMA, OHIO
541-CSI-106
CIVIL & MECH./ELEC. ENGINEERING:
SCHEESER BUCKLEY MAYFIELD, LLC
1540 CORPORATE WOODS PKWY.
UNIONTOWN, OH 44685
P. 330.526.2700
COST ESTIMATING:
MCGUINESS UNLIMITED, INC.
15724 STILLWOOD AVE.
CLEVELAND, OH 44111
P. 440.667.5120
FULLY SPRINKLERED
STRUCTURAL ENGINEERING:
THORSON BAKER & ASSOC.
3030 WEST STREETSBORO RD. RICHFIELD, OH 44286
P. 330.659.6688
GENERAL NOTES:
5. WHERE NEW UTILITIES ARE INSTALLED IN EXISTING PARTITIONS, ALL SUB-CONTRACTORS
SHALL REMOVE EXISTING DRYWALL AS REQUIRED FOR INSTALLATION OF SAME, AND PATCH
AND REPAIR WITH NEW TO MATCH EXISTING CONDITIONS.
1. CONSIDER ALL AREAS OWNER-OCCUPIED, UNLESS OTHERWISE NOTED.
2. ALL FLOOR PLAN DIMENSIONS ARE FROM FACE OF POURED CURB TO FACE OF POURED CURB.
3. ALL SUB-CONTRACTORS (I.E. FIRE PROTECTION, HVAC FIRE ALARM, ELECTRICAL, ETC.) TO
DESIGN AND INSTALL SYSTEM PER OWNER REQUIREMENTS AND IN STRICT ACCORDANCE
WITH THE REQUIREMENTS OF ALL APPLICABLE CODES.
4. PATCH AND REPAIR ALL EXISTING AREAS TO REMAIN AS REQUIRED TO MATCH EXISTING
CONDITIONS.
6. ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION SHALL BE
REPAIRED BY CONTRACTOR. CONTRACTOR SHALL PROTECT ALL EXISTING WALL, CEILING,
AND FLOOR FINISHES IN EACH AREA. ANY SURFACES DAMAGED BY CONTRACTOR SHALL BE
REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
7. ALL NEW PENETRATIONS IN FIRE RATED ASSEMBLIES TO MAINTAIN FIRE RATING OF
ASSEMBLY AS REQUIRED.
14. ALL FLOOR, WALL, CEILING, AND MISC. FIRE RESISTIVE ASSEMBLIES AND CONSTRUCTION
SHALL BE OF THE FIRE RATING CALLED FOR ON THE DRAWINGS AND / OR AS REQUIRED BY
CODE. ALL EXISTING FIRE RESISTIVE ASSEMBLIES SHALL BE MAINTAINED AND THE RATING
NOT COMPROMISED. FIRE RATED ASSEMBLIES AND CONSTRUCTION INCLUDING ALL FIRE
STOPPING, FIRE RATED DOORS AND MISC. FIRE RESISTIVE REQUIREMENTS SHALL BE LEFT
UNCONCEALED AS REQUIRED FOR INSPECTION BY THE BUILDING OFFICIAL.
8. CONTRACTOR SHALL PROVIDE DUST REMOVING WALK-OFF MATS (TACKY MAT) AT ALL
CONSTRUCTION ENTRY POINTS
9. CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINE(S) TO MAINTAIN
NEGATIVE PRESSURE IN WORK AREA ENSURING NO DUST OR FUMES WILL BE TRANSFERRED
TO OCCUPIED AREAS. PROVIDE VISUAL PRESSURE MONITORING DEVICE AT DUST PROOF
BARRICADE TO CONFIRM PRESSURE. DUST MONITORING SHALL BE BY OWNER. SEE
SPECIFICATION 01 00 00 "GENERAL REQUIREMENTS" ATTACHMENT AND 01 35 26 "SAFETY
REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS.
10. ALL DEMOLITION WORK BEING DONE OUTSIDE TEMPORARY PARTITIONS IS TO BE
APPROPRIATELY SEALED OFF TO PREVENT THE TRANSMISSION OF DUST AND DEBRIS. WORK
SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF. COORDINATE
LOCATION OF BARRIERS WITH OWNER.
11. THE FACILITY'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN OPERATION WITHIN
THE PROJECT AREA DURING THE ENTIRE CONSTRUCTION PHASE.
12. FIELD VERIFY LOCATION OF ALL EXISTING CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.
13. WHERE NEW DOORS ARE INDICATED IN EXISTING WALL ASSEMBLIES, CUT OPENINGS IN
EXISTING WALL. REFER TO DOOR SCHEDULE FOR DIMENSIONS. PREPARE OPENINGS FOR
NEW DOOR, INCLUSIVE OF THE ADDITION OF JAMB AND HEAD STUD REINFORCEMENT (I.E.
DOUBLE STUDS, HEADERS) AND PATCH ADJACENT WALLS TO MATCH EXISTING.
15. DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND SHALL OCCUR
DURING OFF HOURS AS DETERMINED BY THE COR. SEE ALSO SPECIFICATION SECTION 01 35
26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS REGARDING THE HAULING OF
DEBRIS FROM THE PROJECT AREA.
16. ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO IMPEDE
OWNER'S OPERATIONS AS DETERMINED BY THE COR. ALL WORK IN PUBLIC CORRIDORS
SHALL BE PERFORMED "OFF HOURS" UNLESS OTHERWISE APPROVED BY THE COR.
CITY OF PARMA REQUIREMENTS:
1. THIS PROJECT AND THE FACILITY IN GENERAL FALL UNDER THE JURISDICTION OF THE CITY
OF PARMA, AND AS SUCH, THE CITY OF PARMA'S PERMITTING AND INSPECTION PROCESS
MUST BE FOLLOWED. THE VA IS A TENANT IN THIS BUILDING AND THE FACILITY IS NOT
OWNED BY THE FEDERAL GOVERNMENT.
2. ALL CONTRACTORS - GENERAL AND SUBS - ARE REQUIRED TO BE REGISTERED WITH THE
CITY OF PARMA IN ORDER TO PERFORM CONSTRUCTION OPERATIONS AND PULL PERMITS.
3. IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BOTH PULL AND COVER
THE COST OF THE GENERAL BUILDING PERMIT FOR THIS PROJECT, AND ALL FEES
ASSOCIATED WITH SAME SHALL BE INCLUDED IN THE BID PRICE. ALL SUB-CONTRACTORS
WILL ALSO BE RESPONSIBLE FOR BOTH PULLING AND COVERING THE COST OF THEIR
INDIVIDUAL TRADE PERMITS.
4. THE GC SHALL BE RESPONSIBLE FOR PREPARING AND SUBMITTING ALL FIRE ALARM AND
FIRE SUPPRESSION SYSTEM DRAWINGS - TO THE EXTENT THAT MODIFICATIONS TO SAME
ARE REQUIRED FOR THIS PROJECT - TO THE CITY OF PARMA FOR REVIEW AND APPROVAL.
5. THE GC SHALL BE RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS REQUIRED FOR THE
PROJECT WITH THE CITY OF PARMA AND ENSURING THAT ALL INSPECTIONS ARE
COMPLETED AND PASSED. THIS INSPECTION PROCESS SHALL BE CONSIDERED IN ADDITION
TO THOSE REQUIRED INTERNALLY BY THE VA.
6. THE GC SHALL BE RESPONSIBLE FOR OBTAINING A CERTIFICATE OF OCCUPANCY THROUGH
THE CITY OF PARMA AND OBTAINING ALL FINAL SIGN-OFFS FROM BUILDING OFFICIALS
7. ARCHITECT WILL SUBMIT DRAWINGS FOR BUILDING PERMIT REVIEW/APPROVAL. GC SHALL
BE RESPONSIBLE FOR PERMIT PICK-UP/PAYMENT. IT IS THE INTENT THAT THE PERMIT WILL
BE READY FOR PICK-UP AHEAD OF CONSTRUCTION
FLOOR PLAN NOTES:
1/4" = 1'-0"
FLOOR PLAN
ENLARGED WALKWAY
NORTH
1/4" = 1'-0"
ROOF PLAN
ENLARGED WALKWAY
NORTH
A
B
C
D
E
1 2 3 4 5
S L O
E
D
N
S L O
D
N
SLOPE DN @ 2:12
A
B
C
D
E
1 2 3 4 5
CONTINUOUS ALUM.
GUTTER - COLOR TO
MATCH EX. BUILDING
DS DS
DS
CONTINUOUS ALUM.
GUTTER - COLOR TO
MATCH EX. BUILDING
DASHED LINES INDICATE
EXTERIOR WALL BELOW,
TYP.
EPDM ROOF MEMBRANE SYSTEM OVER CONTINUOUS R-20 RIGID INSULATION BD.,
METAL ROOF DECK, AND SLOPED LIGHT GAUGE ROOF JOISTS W/R-19 BATT
INSULATION IN BETWEEN. SEE STRUCTURAL DRAWINGS FOR FRAMING
A
ROOF PLAN NOTES:
A
A
A
CONTINUOUS ALUM. GRAVEL STOPB
B
B
B
B
B
C
C
4" ALUM. DOWNSPOUT - COLOR TO MATCH EX. BUILDING DOWNSPOUTSC
AS-2.1
A
AS-2.0
B
AS-2.0
C
AS-2.0
D
AS-2.0
AS-2.1
WALKWAY
B
A
NEW CONCRETE WALKWAY SLAB OVER 10 MIL VAPOR BARRIER, GRAVEL SUBBASE,
W/PERIMETER CURB FOR NEW STUD WALL ATTACHMENT. SPACE CONTROL JOINTS
5'-0" O.C. MAX. SEE STRUCT. DWGS. AND SECTIONS FOR DETAILS
AS-2.1
AS-2.1
FLUSH
SURFACES
A S
S
I M
EX. FIRST FLOOR
ELEV. +795.00
EX. GRADE
+793.10 +/-
EX. GRADE
+793.10 +/-
+794.28
+795.00
T/SLAB @ DOOR
+793.18 +/-
B/RAMP
+793.43 +/-
1101B
WHEELCHAIR
ESCORT/
DOOR/HARDWARE NOTES:
PROVIDE WELDED HOLLOW METAL DOOR FRAMES, 16
GA., THREE (3) RUBBER BUMPER SILENCERS. PAINT
FRAMES, COLOR PER ARCHITECT
ALL DOORS (UNLESS OTHERWISE NOTED) SHALL HAVE
LEVEL-OPERATED HARDWARE PER SECTION ICC A117.1
404.2.6
ALL EGRESS DOORS SHALL BE READILY OPENABLE
FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE
WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE
OR EFFORT PER LOCAL CODE. DOORS WITH CARD
READERS SHALL BE TIED INTO EXISTING FIRE ALARM
SYSTEM. IN AN EMERGENCY, ALL CARD READERS WILL
DEACTIVATE AND DOORS SHALL OPEN FREELY.
DOOR OPENING FORCE SHALL COMPLY WITH ICC
A117.1 404.2.8.
PROVIDE COSMETIC SEALANT AT JOINT WHERE
DOOR FRAMES MEET WALL, TYP. AT ALL
FRAMES
PROVIDE MINIMUM THREE (3) ANCHORS PER
JAMB
THRESHOLDS @ ENTRY DOORS SHALL NOT EXCEED
IN HEIGHT
GENERAL FINISH NOTES:
GENERAL NOTES:
ALL FINISHES SHALL BE IN COMPLIANCE WITH OBC SECTIONS 803, 804, AND 806.
REFER TO MEP DRAWINGS FOR MECH/ELEC/TECH ITEMS TO BE FIELD PAINTED
INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH REQUIREMENTS OF OBC
TABLE 803.11, AND SHALL BE A MINIMUM CLASS C TYPE, WITH A FLAME SPREAD INDEX
OF 76-200 AND A SMOKE-DEVELOPED INDEX OF 0-450.
THE FOLLOWING INTERIOR FINISHES SHALL BE PROVIDED IN THE NEW CONNECTOR WALKWAY:
· ALL WALLS SHALL BE PAINTED PT-1
· GYP. BD. CEILING SHALL BE PAINTED PT-2
· 6" HIGH COVED VINYL BASE SHALL BE PROVIDED ON THE ENTIRE INTERIOR PERIMETER
· HOLLOW METAL DOORS AND FRAMES AND HANDRAILS SHALL BE PAINTED PT-4
· EXPOSED UTILITIES/PIPING ALONG CEILING OR WALLS SHALL BE PAINTED TO MATCH
ADJACENT FINISHES ON THE CEILING AND WALLS RESPECTIVELY
· CONCRETE FLOOR SLAB SHALL REMAIN EXPOSED - FINISH SHALL MATCH THAT OF
ADAJCENT, EXTERIOR SIDEWALK
THE FOLLOWING INTERIOR FINISHES SHALL BE PROVIDED IN EXISTING ESCORT/WHEELCHAIR
ROOM 1101B WHERE PATCHING, REPAIRING, OR INFILL OF FINISHES IS REQUIRED:
· GYP. BD. SHALL BE PT-3 (MATCH EX. WALLS)
· INFILL BASE SHALL BE WB-1, PROFILE AND STAIN COLOR TO MATCH EXISTING WOOD BASE
IN SPACE
SCALE: 1/4" = 1'-0"
DOOR & FRAME TYPES
GALV. HOLLOW METAL,
PAINTED
A
GALV. HOLLOW METAL,
INSULATED, PAINTED
4" HEAD MAY
OCCUR, SEE
SCHED.
AS-2.1
AS-2.1
AS-2.1
A S
S
I M
2" EXPANSION JOINT SYSTEM @ EXTERIOR WALL - SEE DETAILD
AS-2.1
D
FINISHED ELEVATION OF CONCRETE SLAB IN WIDER PORTION OF WALKWAY SHALL
ALIGN WITH EXISTING FINISHED GRADES TO PROVIDE FLUSH TRANSITION FROM
WALK TO TRAILER, AS SHOWN. VERIFY EX. GRADES IN FIELD
1-1/2" DIA. PAINTED STEEL HANDRIAL @ 34" AFF TO TOP OF RAIL, SECURED TO
EXTERIOR WALL. PROVIDE FRTW BLOCKING IN WALL AS REQUIRED FOR SECURE
ATTACHMENT
PROVIDE
CLOSED,
LOOPED END
PLAM WINDOW SILL - SEE FIN. SCHED. FOR COLOR
STUD BOX COLUMN - SEE STRUCT. DWGS.
100% CD'S SUBMISSION 3.26.19
A
AS-2.2
B
AS-2.2
B
AS-2.2
J-1
AS-2.2
ALL DRYWALL INSTALLED FOR THE ENTIRE PROJECT SHALL BE
" THICKNESS, MOLD/MILDEW
RESISTANT SPEC (BLUE BOARD OR APPROVED EQUAL)
EXTEND NEW GUTTER TO
FACE OF EX. BLDG.
DOWNSPOUT. SEAL @
JOINT
1" EXPANSION JOINT @
BLDG. SEE SECTION
DETAIL
PROVIDE NEW WALL-MTD. FIRE EXTINGUISHER
NEW WALKWAY
WORKPOINT: ALIGN
EXT. FACE OF NEW
CONC. CURB AND
STUDS W/FACE OF
EX. MASONRY WALL
DS
DS
PROVIDE ALUMINUM
GUTTER "FIN" @ CORNER
LOCATION TO DIVERT
WATER AWAY FROM
CORNER
AREA WITHIN HATCHED BOX INDICATES INFLATABLE AIRLOCK DOCK SEAL TO BE
INSTALLED ON FACE OF BUILDING TO PROVIDE TIGHT SEAL BETWEEN MRI TRAILER
AND WALKWAY. SPEC: MEDIGATE AIR LOCKE DOCK SEAL (OR APPROVED EQUAL)
BID ISSUE SUBMISSION 4.17.19
AutoCAD SHX Text
WC LIFT
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
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
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EQ. EQ. EQ. EQ.
Q
E
Q
10'-0"
E Q
E
Q
5'-5"
1'-4"
1'-4"
1'-4" 1'-4"
A-SD-04
ENLARGED REF. CEILING
PLANS
Revisions: Date
65% CD'S SUBMISSION 2.13.19
DAKCJK4.17.19
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
CONSULTANTS: ARCHITECT:
Office of
Construction and Facilities
Management
1468 WEST 9TH STREET #400 CLEVELAND, OH 44113
P. 216.687.1555 F. 216.687.1558
E T
G
DE
I
RET
S
HCRA
I
KACZMAR
STANLEY
NO. 4988
T
E R
S
ATE
I
T C
J.
O
O
FO
H
Stanley J. Kaczmar, License #4988
Expiration Date: 12/31/2019
PARMA CBOC MOBILE MRI SITE PREP
8787 BROOKPARK RD. PARMA, OHIO
541-CSI-106
CIVIL & MECH./ELEC. ENGINEERING:
SCHEESER BUCKLEY MAYFIELD, LLC
1540 CORPORATE WOODS PKWY.
UNIONTOWN, OH 44685
P. 330.526.2700
COST ESTIMATING:
MCGUINESS UNLIMITED, INC.
15724 STILLWOOD AVE.
CLEVELAND, OH 44111
P. 440.667.5120
FULLY SPRINKLERED
STRUCTURAL ENGINEERING:
THORSON BAKER & ASSOC.
3030 WEST STREETSBORO RD. RICHFIELD, OH 44286
P. 330.659.6688
FIBER CEMENT PANEL, PTD. - TYP. @ UNDERSIDE OF OVERHANGS. JOINTS SHALL
ALIGN WITH JOINTS ON ELEVATIONS
GENERAL NOTES:
14. ALL FLOOR, WALL, CEILING, AND MISC. FIRE RESISTIVE ASSEMBLIES AND CONSTRUCTION
SHALL BE OF THE FIRE RATING CALLED FOR ON THE DRAWINGS AND / OR AS REQUIRED BY
CODE. ALL EXISTING FIRE RESISTIVE ASSEMBLIES SHALL BE MAINTAINED AND THE RATING
NOT COMPROMISED. FIRE RATED ASSEMBLIES AND CONSTRUCTION INCLUDING ALL FIRE
STOPPING, FIRE RATED DOORS AND MISC. FIRE RESISTIVE REQUIREMENTS SHALL BE LEFT
UNCONCEALED AS REQUIRED FOR INSPECTION BY THE BUILDING OFFICIAL.
10. ALL DEMOLITION WORK BEING DONE OUTSIDE TEMPORARY PARTITIONS IS TO BE
APPROPRIATELY SEALED OFF TO PREVENT THE TRANSMISSION OF DUST AND DEBRIS. WORK
SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF. COORDINATE
LOCATION OF BARRIERS WITH OWNER.
11. THE FACILITY'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN OPERATION WITHIN
THE PROJECT AREA DURING THE ENTIRE CONSTRUCTION PHASE.
12. FIELD VERIFY LOCATION OF ALL EXISTING CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.
13. WHERE NEW DOORS ARE INDICATED IN EXISTING WALL ASSEMBLIES, CUT OPENINGS IN
EXISTING WALL. REFER TO DOOR SCHEDULE FOR DIMENSIONS. PREPARE OPENINGS FOR
NEW DOOR, INCLUSIVE OF THE ADDITION OF JAMB AND HEAD STUD REINFORCEMENT (I.E.
DOUBLE STUDS, HEADERS) AND PATCH ADJACENT WALLS TO MATCH EXISTING.
15. DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND SHALL OCCUR
DURING OFF HOURS AS DETERMINED BY THE COR. SEE ALSO SPECIFICATION SECTION 01 35
26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS REGARDING THE HAULING OF
DEBRIS FROM THE PROJECT AREA.
16. ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO IMPEDE
OWNER'S OPERATIONS…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.