CODE MATRIX
CITY OF CHICAGO DEPARTMENT OF CONSTRUCTION & PERMITS
PART 1 - ZONING REQUIREMENTS
PART 2 - BUILDING REQUIREMENTS
PART 3 - EXITING REQUIREMENTS
ITEM ISSUE
CHAPTER/
ARTICLE
ORDNANCE
RQMNT
ACTUAL
RQMNT
N/A
SHEET
NO.
AGENCY/
TEST NO.
REMARKS
1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.09 1.10 1.11 1.12 2.01 2.02 2.03 2.04 OCCUPANCY CLASSIFICATION ZONING DISTRICT LOT AREAMAX. FLOOR AREA RATIO TOTAL BUILDING AREA BUILDING HEIGHT MINIMUM SIDE YARDS
GRADE ELEVATION (CCD) OFF STREET LOADING OFF STREET PARKING MINIMUM FRONT YARD MINIMUM REAR YARD
ACCESSIBLE PARKING LANDSCAPING
TOWNHOUSE ORDINANCE
HEIGHT & AREA LIMITATIONS A) EXCEPTION TO AREA LIMITS B) MIXED OCCUPANCY BLDGS
2.05
TYPES OF CONSTRUCTION MIXED OCCUPANCY SEPARATIONS REQ. HRS. OF FIRE RESISTANCE EXTERIOR BEARING WALLS EXTERIOR NON-BEARING WALLS INTERIOR BEARING WALLS EXTERIOR COLUMNS INTERIOR COLUMNS - OTHER BEAMS - SUPPORTING ROOF ONLY BEAMS - OTHER FLOOR CONSTRUCTION ROOF CONSTRUCTION ELEVATOR FRAMING MEZZANINE FLOORS BASEMENT CONSTRUCTION DRIVEWAYS & LOADING SPACES FIRE RESISTIVE REQUIREMENTS A) FIRE WALL CONSTRUCTION B) PARAPETS
C) STAIRWAY ENCLOSURES D) ELEVATOR ENCLOSURES E) ENCLOSURE OF HEATING ROOMS F) ENCLOSURES OF WELLS & CHUTES G) OTHER ENCLOSURES
I) INT. WALL & CLING FINISHES FIRE RESISTIVE MATS & CONST ACCEPTED ENGINEERING PRACTICE RECOGNIZED AGENCIES
FIRE PROTECTION EQUIPMENT A) SPRINKLER SYSTEMS B) SPECIAL REQUIREMENTS 2.06 2.07 2.08 2.09 2.10 2.11 2.12 2.13 TYPES OF EXITS 3.01
MINIMUM NUMBER OF EXITS 3.02
TRAVEL DISTANCE TO EXISTS 3.03
A) INCREASE PERMITTED B) DEAD END CORRIDOR CAPACITY OF EXISTS 3.04
SWING OF EXITS DOORS HARDWARE REVOLVING DOORS LANDINGS HANDRAILS CONSTRUCTION ENCLOSURES HEADROOM CZO TITLE 17-R5 3 (13-56) p.115 5 (13-48) p.323 5 (13-48-090) p.325 5 (13-48-100) p.326 6 (13-60) p.329 3 (13-56-280) p.118 6 (13-60-100) p.331 TABLE 6 (13-60-100) TABLE 6 (13-60-100) TABLE 6 (13-60-100) TABLE 6 (13-60-100) TABLE 6 (13-60-100) TABLE 6 (13-60-100) TABLE 6 (13-60-100) TABLE 6 (13-60-100) TABLE 6 (13-60-100) 6 (13-60-100) p.331 6 (13-60-160) p.332 6 (13-60-170) p.332 6 (13-60-210) p.332 7 (15-8) p.335 7 (15-8-010) p.335 7 (15-8-100) p.335 7 (15-8-140) p.337 7 (15-8-150) p.337 7 (15-8-190) p.338 7 (15-8-170) p.338 7 (15-8-240) p.339 7 (15-8-380) p.341 7 (15-12) p.327 7 (15-12-505) 9 (15-16) p.333 9 (15-16-010) p.334 9 (15-16-030) p.334 10(13-160-040)p.388 10(13-160-050)p.388 10(13-160-110)p.389 10(13-160-150)p.390 10(13-160-160)p.390 10(13-160-210)p.390 10(13-160-220)p.391 10(13-160-250)p.391 10(13-160-270)p.393 10(13-160-310)p.394 10(13-160-320)p.394 10(13-160-330)p.394 7 (15-8-140) p.337 10(13-160-350)p.394 PD810 3,440 sf EXIST'G Residential 12/150'-0" IB 3 hr. 3 hr. 3 hr. 3 hr. 3 hr. 2 hr. 2 hr. 2 hr. 2 hr. 2 Max. 100 Ft. 36 Inches Dir. of Egress K.D.E. N/A 36 Inches 2 hr. Non-Combust. Min. 7'-0" NO CHANGE Residential IB (2) Stairways 2 Provided 36 & 48 Inches NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE NO CHANGE N/A EXIST'G EXIST'G EXIST'G EXIST'G EXIST'G EXIST'G EXIST'G EXIST'G EXIST'G Dir. of Egress 36 & 48 Inches Provided Provided Provided Provided Provided N/A N/A Direction of Egress
Keyless in Direction of Egress
Provide Both Sides N/A
N/A
EXTERIOR NON-BEARING WALLS TABLE 6 (13-60-100) 2 hr.
Outside Exposure Inside Exposure
INTERIOR NON-BEARING WALLS TABLE 6 (13-60-100) 1/2 hr.
INTERIOR COLUMNS - SPPT'G ROOF ONLYTABLE 6 (13-60-100) 2 hr.
N/A N/A N/A N/A N/A N/A N/A N/A N/A 12/150'-0" 3 hr. 3 hr. 3 hr. 3 hr. 3 hr. 2 hr. 2 hr. 2 hr. 2 hr. 2 hr. 1/2 hr. 2 hr. N/A 2 hr. 2 hr. N/A N/A N/A Class 1 Class 1 Non-Combst. Non-Combst.
EXISTING 14-STORY
CONCRETE BLDG, N.I.C.
EXISTING 3-STORY
MASONRY BLDG, N.I.C.
TWO-WAY STREET
EXST'G PUBLIC ALLEY
EXST'G PUBLIC ALLEY
EXST'G PUBLIC ALLEY
PRIVATELY OWNED/ PRIVATELY FUNDED
EXISTING PARKING
0"
1' - 0"
0"
EXST'G LOADING/
PARKING ENTRANCE
EXST
'G
E
N
TRANCE
EXST
'G
E
N
TRANCE
0"
PROPOSED UNIT 701 INTERIOR REMODEL AND
NEW PRIVATE ROOF TERRACE
86' - 0"
1' - 0"
39' - 0"
THE FOLLOWING PROJECT IS THE
RENOVATION AND ADDITION OF A PRIVTE
ROOF TERRACE OF A PRIVATELY OWNED
CONDOMINIUM UNIT IN AN EXISTING
BUILDING. ALL WORK IS PRIVATELY
FUNDED AND THEREFORE NO
ACCESSIBILITY FEATURES ARE REQUIRED.
ANY ACCESSIBLITY FEATURES PROVIDED
ARE ON A VOLUNTARY BASIS.
Accessibility Note
Professional Stamp
I hereby certify that these plans and
specifications are prepared under my direct
supervision and to the best of my knowledge
conform to the City of Chicago Building Code
Lic. #001-012760
Drawing List
G1.0 PROJECT DATA, GENERAL NOTES,
SITE PLAN
D1.1 EXISTING/DEMO - 7th FLOOR PLAN
D2.1 EXISTING/DEMO - 7th FLOOR RCP
A1.1 UNIT 701 INTERIOR REMODEL
A1.2 UNIT 701 NEW PRIVATE ROOF TERACE
A2.1 OMITTED
A3.1 UNIT 701 INTERIOR REMODEL RCP
A4.1 ELEVATIONS
A5.1 BUILDING SECTION, SCHEDULES
A6.1 DETAILS
A7.1 ALUMINUM TRELLIS DETAILS
S1.0 4th THRU 7th FLOOR FRAMING PLANS
S1.1 MAIN ROOF FRAMING PLAN
S1.2 UPPER ROOF FRAMING PLAN
S2.0 FRAMING DETAILS
S2.1 FRAMING DETAILS
S3.0 GENERAL NOTES
P0.1 PLUMBING NOTES & RISER
P1.1 7TH FLOOR PLUMBING PLAN
P1.2 ROOF PLUMBING PLAN
E0.1 ELECTRICAL NOTES
E1.1 7TH FLOOR ELECTRICAL PLAN
E1.2 ROOF ELECTRICAL PLAN
EM1.2 ROOF EMERGENCY LIGHTING PLAN
General Notes
1. DRAWINGS GENERALLY INDICATE SCOPE OF WORK.
EACH CONTRACTOR SHALL VERIFY ALL EXISTING
CONDITIONS PRIOR TO START OF WORK TO ENSURE A
COMPLETE AND PROPER INSTALLATION OF THEIR
WORK.
2. ALL WORK SHALL COMPLY WITH ALL CITY, STATE,
AND FEDERAL ORDINANCES HAVING JURISDICTION.
NOTHING HEREIN SHALL BE INTERPRETED TO THE
CONTRARY. ALL PERMITS AND INSPECTIONS REQUIRED
SHALL BE SECURED BY THE CONTRACTOR INVOLVED.
3. PRIOR TO COMMENCING WORK, THE CONTRACTOR
SHALL PROVIDE A TIME SCHEDULE GRAPH INDICATING
START AND COMPLETION DATES FOR MAJOR WORK
ITEMS.
4. THE CONTRACTOR SHALL MAINTAIN ON THE JOB AT
ALL TIMES A COMPLETE SET OF DRAWINGS AND
SPECIFICATIONS, WHICH MUST BE KEPT MARKED UP TO
DATE.
5. THE CONTRACTOR SHALL MAINTAIN COMPETENT
AND THOROUGH SUPERVISION TO COORDINATE AND
ASSIST TRADES DURING THE PROJECT DURATION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING BUILDING PERMIT, AND ALL INSPECTIONS
AND APPROVALS.
7. THE SITE SHALL BE KEPT IN A SAFE, CLEAN AND
WORKMANLIKE CONDITION.
8. THE CONTRACTOR SHALL EXERCISE DUE CARE AND
PROVIDE ALL TEMPORARY PROTECTION FOR EXISTING
CONSTRUCTION FROM DAMAGE, AND REPAIR ANY
DAMAGE TO SUCH ITEMS AT HIS COST.
9. ALL WORK SHALL BE STRUCTURALLY SOUND AND OF
FIRST QUALITY WORKMANSHIP AND DETAIL.
10. ALL WORK SHALL CONFORM WITH ALL CITY, STATE,
FEDERAL REQUIREMENTS, CODES AND ORDINANCES
HAVING JURISDICTION. NOTHING HEREIN SHALL BE
INTERPRETED TO THE CONTRARY.
11. CONTRACTOR SHALL FILE WITH THE ARCHITECT
AND THE OWNER, PRIOR TO COMMENCEMENT OF THE
WORK, INSURANCE POLICIES WRITTEN BY COMPANIES
LICENSED IN THE STATE OF ILLINOIS AND MAINTAIN
UNINTERRUPTED UNTIL FINAL ACCEPTANCE OF THE
WORK:
WORKMAN'S COMPENSATION
EMPLOYER'S LIABILITY
COMPREHENSIVE BODILY INJURY
LIABILITY
PROPERTY DAMAGE LIABILITY AS REQUIRED BY
THE BUILDING DEPARTMENT
12. THE OWNER RESERVES THE RIGHT TO OCCUPY
PORTIONS OF THE PREMISES DURING PROGRESS OF
THE WORK AND PRIOR TO CONTRACT COMPLETION. HE
MAY ALSO ENGAGE SUPPLEMENTARY CONTRACTORS
OF HIS CHOICE DURING THIS TIME. THIS SHALL NOT,
HOWEVER, SIGNIFY COMPLETION OF THE WORK UNDER
THIS CONTRACT OR ACCEPTANCE.
13. AT THE CONCLUSION OF THE PROJECT, THE
CONTRACTOR SHALL CLEAN ALL NEW FIXTURES,
SURFACES, AND EQUIPMENT IN SUCH MANNER FOR
MOVE-IN.
14. SUBMIT "SHOP DRAWINGS" AND "SAMPLES" TO THE
ARCHITECT FOR REVIEW IN ACCORDANCE WITH THE
PROCEDURES OUTLINED IN THE GENERAL CONDITIONS
OF THE CONTRACT. SHOP DRAWINGS SUBMITTALS
SHALL INCLUDE DIMENSIONS, THICKNESS, PROFILES,
TYPE OF MATERIAL, METHOD OF FASTENING, RELATION
TO ADJACENT WORK AND OTHER NECESSARY DETAILS
TO FULLY DESCRIBE THE ITEM SUBMITTED. OTHER
SUBMITTAL REQUIREMENTS MAY INCLUDE BUT ARE NOT
LIMITED TO: FABRICATION, ERECTION, AND LAYOUT
DRAWINGS; MANUFACTURER'S STANDARD DRAWINGS,
SCHEDULES, DESCRIPTIVE LITERATURE, CATALOGS,
BROCHURES, PERFORMANCE TEST DATA, WIRING AND
CONTROL DIAGRAMS AND ALL OTHER DESCRIPTIVE
DATA PERTAINING TO EQUIPMENT, CONDUIT SYSTEMS
AND METHODS OF CONSTRUCTION.
15. ALL SHOP DRAWINGS AND CUTS ARE SIGNED
"REVIEWED" FOR ALL SUBMITTALS, UNLESS NOTED
OTHERWISE PER SPECIFICATIONS.
16. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.
LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE
DETAILS.
17. ALL ELECTRICAL AND PLUMBING WORK TO BE
PERFORMED BY LICENSED CONTRACTORS.
18. THE ARCHITECT SHALL INTERPRET THE INTENT OF
THE DOCUMENTS IN CASES OF POSSIBLE CONFLICT OR
DISCREPANCY BETWEEN DISCIPLINES.
19. REFER TO LEGEND SHEET FOR PARTITION TYPES
AND DIMENSION INFORMATION.
20. ALL WORK SHALL BE GUARANTEED AGAINST
DEFECTS AND POOR WORKMANSHIP FOR A PERIOD OF
ONE YEAR FROM THE DATE OF SUBSTANTIAL
COMPLETION AS DETERMINED BY THE ARCHITECT.
21. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS
OF MATERIALS AND/OR MANUFACTURERS AS LISTED IN
THE DRAWINGS, WITHOUT PRIOR WRITTEN APPROVAL
FROM THE ARCHITECT.
22. AT THE COMPLETION OF THE JOB, THE
CONTRACTOR SHALL PROVIDE ONE COMPLETE
MARKED-UP SET OF DRAWINGS WITH AS-BUILT
CONDITIONS.
23. CONTRACTOR TO PROVIDE AND MAINTAIN FIRE
EXTINGUISHERS ON CONSTRUCTION SITE DURING
WORK.
24. NO WORK SHALL COMMENCE WITHOUT BUILDING
APPROVAL AND SECURING OF REQUIRED PERMITS.
25. REFER TO SCHEDULES AND LEGENDS FOR
PRODUCT SPECIFICATIONS.
Scope of Work
INTERIOR REMODEL OF RESIDENTIAL UNIT
701 AND NEW PRIVATE ROOF TERRACE TO
INCLUDE TWO NEW STAIRS FROM THE 7th
FLOOR AS PER PLANS.
742 N. LaSalle
PROJECT TEAM
OWNERARCHITECT
STRUCTURAL ENGINEER
PRE-CAST CONCRETE ENGINEER M.E.P.
INTERIOR DESIGNER GENERAL CONTRACTOR
Finish Notes
1. All interior finishes to be class #1, 0-25 flame spread
rating.
2. Notify architect for clarification of any discrepancies
between written specifications and construction documents.
3. All wall surfaces to be painted gypsum board unless
noted otherwise.
4. All doors and trim for paint unless noted otherwise.
5. Stairs to be crafted according to plan and built by
contractor.
6. All floor coverings to be class "A" rated.
7. All interior finishes located within tenant spaces, shall be
verified and determined by the tenant.
8. All finished ceiling heights to be verified by contractor
prior to installation.
Fire Prevention Notes
1. All interior finishes to be class #1, 0-25 flame spread
rating, smoke developed 200.
2. All floor coverings to be class "A" rated
3. All glass doors and adjacent sidelights within 18" to be
tempered glass.
4. Fireplace to be pre-fab metal 42" w/ U.L. listed with
damper. Hearth as per city code. All fireplaces to have spark
arresters.
5. All bedrooms to have smoke detectors within 15' and
carbon monoxide detector within 40' (1 ea. per level minimum,
with battery backup.)
6. All exterior wood decking and support members to be
identified as subject to "standard rain test", unless otherwise
noted.
7. All exit doors to be keyless in the direction of egress.
8. Entry doors to have push/pull less than 8.5 lbs.
9. All floors to have smoke detectors and carbon monoxide
as indicated in CBC 13-64-120 and 13-63-190
10.Fireplaces to have non-combustible hearth per CBC
13-152-40, approved damper per CBC 13-152-480, and
clearance from combustibles per CBC 13-152-490-2.
11.All floor to floor penetrations including ducts, pipe shafts
shall be enclosed with construction providing not less than 1
hour.
12.All pipe, flue and vent penetrations to be firestopped by
using pipe covering and sealant as per UL# f-c-7007
Roof Notes
1. Continuously flash around all roof penetrations.
2. All roof drains to be located as per plumber's design.
Roofing contractor responsible all required pitches in roof for
proper drainage.
3. See structural drawings for all sizes and specification on
deck framing and support.
4. All exterior wood decking and support members to be
identified as subject to "standard rain test".
5. Roof coverings to be minimum Class 'B'.
Sample
set
PROJECT NUMBER SHEET NUMBER P R O JE C T /O W N E R IN F O R M A TIO N DATE SHEET NAME PROJECT TRACKINGChicago, Illinois
Interior Remodal and New Private Roof Terrace
Sample Commercial
08-R113
G1.1
09/17/08
COVER SHEET
Sample Commercial Set
CHICAGO, ILLINOIS 60654
1/8" = 1'-0"
1
SITE PLAN
DN
DN
D
W
GF I GF I GF I GF I GF I GF I GF I GF I GF I GF I GFI1
2
3
4
5
6
7
A
B
C
D
E
F
G
GAS5.3
2.6
REMOVE KITCHEN ISLAND IN ITS ENTIRETY; MAINTAIN ELECTRIAL WIRING FOR USE IN NEW ISLAND
RANGE D ISH. REF. SINK WET BAR TO REMAIN
VERIFY WITH OWNER ALL MATERIALS, APPLIANCES AND CABINETRY TO BE SALVAGED AND/OR REUSED.
REMOVE EXIST'G STORE-FRONT SYSTEM; SAVE DOOR FOR REUSE REMOVE WALL
IN ITS ENTIRETY REMOVE WALL
IN ITS ENTIRETY
4'-6" 7'-5" 15'-2"
5'-8" 4'-6"
REMOVE DOOR, SAVE FOR REUSE, TYP. REMOVE DOOR, SAVE
FOR REUSE, TYP.
NOTE: VERIFY WITH OWNER ALL
MATERIALS, APPLIANCES AND CABINETRY TO BE SALVAGED AND/OR REUSED.
REMOVE BACKSPLASH, PREPARE WALL FOR NEW FINISHES
REMOVE WALL IN ITS ENTIRETY
REMOVE SOFFIT IN ITS ENTIRETY
REMOVE EXST'G STONE MANTEL AND SURROUND, PREPARE WALLS FOR NEW CONSTRUCTION MOVE EXIST'G WASHER/DRYER GREY
BOX/ PLUMBING PER NEW LOCATION
NOTE: VERIFY WITH OWNER ALL MATERIALS,
APPLIANCES AND CABINETRY TO BE SALVAGED AND/OR REUSED.
REMOVE EXISTING ROOF HATCH AND ACCESS LADDER
EXISTING ELEC. PANEL
REMOVE EXST'G CLOSET SYSTEM, PREPARE WALL FOR NEW CLOSET SYSTEM
LIVING
703
KITCHEN
705
BEDROOM
712
MASTER
BEDROOM
713
STUDY
714
STORAGE
716
MASTER BATH
715
BATH
711
EXST'G STAIR #2
S02
EXST'G STAIR #1
S01
HALL
706
BACK HALL
707
UTILITY
710
PWDR./ LAUNDRY
709
PWDR.
702
FOYER
701
DEMO EXST'G TILE ON WALLS AND FLOOR, REMOVE STONE SLAB @ BENCH AND SHOWER DOOR JAMB, PREP FOR NEW STONE DEMO EXST'G TILE FLOOR AND TUB
DECK, REMOVE EXISTING MIRROR
REMOVE EXIST'G COUNTER TOP
DEMO EXST'G TILE SURROUND
REMOVE EXST'G VANITY, PREPARE FOR NEW VANITY
DEMO EXST'G FLOOR, PREPARE FOR NEW TILE
6' -6 " 1 3 '-6 " REMOVE EXIST'G HARDWOOD FLOOR, PREPARE FOR TILE, SEE NEW CONST. FLR PLAN FOR
EXACT LOCATIONS
EXIST'G ELEVATOR
- NO WORK
(COMPLIES w/ ANSI 4.10
EXIST'G STORAGE
CLOSET
A.O.R. 30x48"NOTE: 8" MAX. RISERS & 11" TREADS (10" +1" NOSING), TYP.
NOTE: 8" MAX. RISERS & 11" TREADS (10" +1" NOSING), TYP.
3 '-10" 8" 3 '-10" 3'-10" 6'-8" 8'-4" 3 /0x6/8 3 /0x6/8 8'-4" 6'-8" 3'-10" 3 '-10" 8" 3 '-10" 1'-0" 1'-11" 1'-11" 1'-11" 1'-11" 1'-0" REMOVE EXST'G HAND/GUARD RAIL TO
ALLOW FOR NEW STAIR LANDING
EXST'G FLOOR OUTLETS TO REMAIN EXISTING
LOW-VOLTAGE PANEL
EXST'G ALARM SYSTEM
CONTROL MOVE EXST'GTHERMOSTAT
CONTROL T EXST'G THERMOSTAT CONTROL TO REMAIN T EXST'G FURN. #1 EXST'G FURN. #2 E XST'G IN S T . H .W . EXST'G FD EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW T O REMAIN EXISTING WINDOW T O REMAIN EXISTING WINDOW T O REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW T O REMAIN EXISTING WINDOW T O REMAIN EXISTING WINDOW T O REMAIN E1 E1 E1 E1 E1 E1 C1 C C C C C1 B D D D1 A A D1 D1 D F F F F E E F
713-1
712-1
714-1
7
15-2
711-1
702-1
715-1
716-1
S01-1
S02-1
712-2
713-2
709-1
710-1
REMOVE HARDWOOD FLR, PREPARE FOR TILEUNIT 701
SD 110 VOLT HARDWIRED SD 110 VOLT HARDWIRED SD 110 VOLT HARDWIRED RELOCATEREMOVE EXST'G
DOOR AND WALL
OMIT STAIR
FROM PERMIT
DRAWINGS
ADD STAIR TO
PERMIT
DRAWINGS
NEW CONSTRUCTION
DEMOLISHED WALL
EXISTING TO REMAIN
Wall Type Key
Demolition Notes
1. ALL WORK TO BE DONE IN ACCORDANCE WITH
APPLICABLE CODES THAT HAVE AUTHORITY OVER THIS
PROPERTY. PROVIDE ALL NECESSARY SAFEGUARDS,
BARRIERS, TEMPORARY POWER, FIRE PROTECTION
LIGHTING, ETC. AS REQUIRED DURING DEMOLITION.
2. DEMOLITION INCLUDES COMPLETE REMOVAL,
DISPOSAL OR SAVINGS OF SPECIFIED WORK.
3. SUBMIT PROPOSED METHODS AND OPERATION OF
DEMOLITION TO OWNER FOR REVIEW PRIOR TO START
OF WORK. INCLUDE IN SCHEDULE COORDINATION FOR
SHUTOFF, CAPPING AND CONTINUATION OF UTILITY
SERVICES AS REQUIRED.
4. ELECTRICAL, TELEPHONE, MECHANICAL & PLUMBING
SYSTEMS DELETED BY NEW CONSTRUCTION SHALL BE
REMOVED TO THE FURTHEST TERMINATION POINT U.O.N.
5. KEEP STAIRWAYS AND DOORWAY EXITS
UNOBSTRUCTED AND AVAILABLE FOR USE AT ALL TIMES
DURING DEMOLITION OPERATION.
6. ALL SALVAGEABLE SURPLUS BUILDING MATERIALS,
HARDWARE, WOOD TRIM, DOORS, LIGHT FIXTURES, ETC.
NOT INDICATED TO BE RELOCATED OR REUSED SHALL BE
TURNED OVER TO OWNER. COORDINATE STORAGE
LOCATION
7. SALVAGE, CLEAN, AND STACK STONE AND BRICK FROM
DEMOLITION OF GARAGE FOR REUSE IN CONSTRUCTION
OF FIRST FLOOR ADDITION.
8. GENERAL CONTRACTOR TO COORDINATE ALL TRADES
REQUIRED TO PERFORM DEMOLITION WORK AS
OUTLINED IN THESE CONTRACT DOCUMENTS.
9. PROVIDE TEMPORARY SHORING AS NECESSARY
10. DEMOLISH NON LOAD BEARING PARTITIONS ONLY
U.N.O.
Sample
set
PROJECT NUMBER SHEET NUMBER P R O JE C T /O W N E R IN F O R M A TIO N DATE SHEET NAME PROJECT TRACKINGChicago, Illinois
Interior Remodal and New Private Roof Terrace
Sample Commercial
08-R113
D1.1
08/18/08
EXIST'G/ SELECT
DEMOLITION - 7th
FLR PLAN
1/4" = 1'-0"
1
UNIT 701 - EXISTING/ SELECT
DEMOLITION
1.1
3/10/09
1.1
3/10/09
#
Description
Date
1
STAR
ADD/REMOVAL
3/10/09
1
2
3
4
5
6
7
A
B
C
D
E
F
G
1
A5.1
4
A4.1
2
A4.1
5.3
2.6
1 1 1 1 1 1 1 6 6 6 6 6 6 6 1 6 6 6 2 2 1 1 1 4 4 4 5 5 5 6 5 5 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 5 SD SD SD6
A6.1
5 5 5 5 5 5 5 5 5 5 2 2 7 7 2 2 W/LIGHT 3 1 1 HELLO W/LIGHT W/LIGHT 5 5 8 8EXST'G RETURN AIR, MOVE PER NEW PLAN
EXST'G SUPPLY, TYP. EXST'G SPEAKERS, COOR. w/
LOW-VOLTAGE CONTRACTOR EXST'G EXPOSED CEILING
A.F.F.
GWB ON MTL. FURRING
7'-10"
A.F.F.
GWB ON MTL. FURRING
8'-7 1/4"
A.F.F.
GWB ON MTL. FURRING
7'-4 3/4"
A.F.F.
GWB ON MTL. FURRING
7'-10"
A.F.F.
GWB ON MTL. FURRING
7'-10"
A.F.F.
GWB ON MTL. FURRING
8'-1"
A.F.F.
GWB ON MTL. FURRING
7'-10"
A.F.F.
GWB ON MTL. FURRING
8'-7"
A.F.F.
GWB ON MTL. FURRING
8'-3"
A.F.F.
GWB ON MTL. FURRING
8'-3"
A.F.F.
GWB ON MTL. FURRING
8'-3"
A.F.F.
GWB ON MTL. FURRING
8'-5"
EXST'G EXPOSED CEILING EXST'G EXPOSED CEILING LINE OF EXST'G SOFFIT LINE OF EXST'G PERIMETER SOFFIT LINE OF EXST'G PERIMETER SOFFITA.F.F.
GWB ON MTL. FURRING
7'-10"
A.F.F.
GWB ON MTL. FURRING
7'-10"
A.F.F.
GWB ON MTL. FURRING
7'-10"
EXIST'G ELEVATOR
(COMPLIES w/ ANSI 4.10
4" 6" 6" 6" EXST'G LIGHTING TO BE REMOVED; SAVE FOR USE IN ANOTHER LOCATION, TYP. LINE OF CELING TO BE REMOVED FOR NEW STAIR, COORDINATE W/ NEW CONSTRUCTION PLAN, TYP.EXST'G LIGHTING TO BE REMOVED; SAVE FOR USE IN ANOTHER LOCATION, TYP. SD 110 VOLT HARDWIRED SD 110 VOLT HARDWIRED RELOCATE
3" ADJUSTABLE HALOGEN SPOT
3" DOWN SPOT ADJUSTABLE HALOGEN
DINING ROOM LIGHT
PENDENT LIGHT
4" RECESSED CAN
CANDLE LIGHT
3" RECESSED WATER PROOFCAN
EXHUST FAN/ LIGHT COMBO
EMERGENCY LIGHT w/ BATTERY
BACKUP LIGHT
RCP LEGEND
1 2 3 4 5 6 7Demolition Notes
1. ALL WORK TO BE DONE IN ACCORDANCE WITH
APPLICABLE CODES THAT HAVE AUTHORITY OVER THIS
PROPERTY. PROVIDE ALL NECESSARY SAFEGUARDS,
BARRIERS, TEMPORARY POWER, FIRE PROTECTION
LIGHTING, ETC. AS REQUIRED DURING DEMOLITION.
2. DEMOLITION INCLUDES COMPLETE REMOVAL,
DISPOSAL OR SAVINGS OF SPECIFIED WORK.
3. SUBMIT PROPOSED METHODS AND OPERATION OF
DEMOLITION TO OWNER FOR REVIEW PRIOR TO START
OF WORK. INCLUDE IN SCHEDULE COORDINATION FOR
SHUTOFF, CAPPING AND CONTINUATION OF UTILITY
SERVICES AS REQUIRED.
4. ELECTRICAL, TELEPHONE, MECHANICAL & PLUMBING
SYSTEMS DELETED BY NEW CONSTRUCTION SHALL BE
REMOVED TO THE FURTHEST TERMINATION POINT U.O.N.
5. KEEP STAIRWAYS AND DOORWAY EXITS
UNOBSTRUCTED AND AVAILABLE FOR USE AT ALL TIMES
DURING DEMOLITION OPERATION.
6. ALL SALVAGEABLE SURPLUS BUILDING MATERIALS,
HARDWARE, WOOD TRIM, DOORS, LIGHT FIXTURES, ETC.
NOT INDICATED TO BE RELOCATED OR REUSED SHALL BE
TURNED OVER TO OWNER. COORDINATE STORAGE
LOCATION
7. SALVAGE, CLEAN, AND STACK STONE AND BRICK FROM
DEMOLITION OF GARAGE FOR REUSE IN CONSTRUCTION
OF FIRST FLOOR ADDITION.
8. GENERAL CONTRACTOR TO COORDINATE ALL TRADES
REQUIRED TO PERFORM DEMOLITION WORK AS
OUTLINED IN THESE CONTRACT DOCUMENTS.
9. PROVIDE TEMPORARY SHORING AS NECESSARY
10. DEMOLISH NON LOAD BEARING PARTITIONS ONLY
U.N.O.
NEW CONSTRUCTION
DEMOLISHED WALL
EXISTING TO REMAIN
Wall Type Key
Sample
set
PROJECT NUMBER SHEET NUMBER P R O JE C T /O W N E R IN F O R M A TIO N DATE SHEET NAME PROJECT TRACKINGChicago, Illinois
Interior Remodal and New Private Roof Terrace
Sample Commercial
08-R113
D2.1
09/17/08
EXIST'G/ SELECT
DEMOLITION - 7th
FLR RCP
1/4" = 1'-0"
1
T/ 7th FLR - RCP - EXISTING
#
Description
Date
DN
DN
UP
D
UP
1
2
3
4
5
6
7
A
B
C
D
E
F
G
1
A5.1
5.3
2.6
GAS NEW BANQUETTE SEATINGNEW WINE STORAGE
TILE HARDWOOD TILE HARDWOOD NEW 36x72" TABLE WA TER FEATU RE FULL-LITE SLIDING DOORS ON TRACK
CLEAR GLASS ON 3'-0" PARTIAL HEIGHT WALL w/ GLASS DOOR
EXTEND EXIST'G SOFFIT
NEW SOFFIT LINE, SEE REFLECTED CEILING PLAN NEW ENTRY CLOSET
NEW KITCHEN ISLAND
2'-11"
5'-8"
3'-1"
CENTER REUSED EXIST'G DOOR
6'-0"
2'-11"
4'-6"
3'-4"
5"
10'-0"
5"
4'-11"
3'-6"
1'-3" 1'-3" 2'-6"
5"
10'-0"
1'-3"
1'-3"
3'-8"
EXTEND EXIST'G WALLS TO UNDERSIDE OF SOFFIT, ALL WALLS TO RECEIVE 18x18" PORCELIN TILE
1'-9"
4'-2"
5"
2'-0"
5"
4'-4"
8"
1'-9"
9'-0"
11"
4'-6"
6'-10"
4'-6"
4'-2"
9'-0"
4'-4"
5'-0"
2'-0"
4"
1'-8"
2'-9"
5"
4'-5"
2'-5"
NEW STACKED WASHER/DRYERSTUDY
714
MASTER
BEDROOM
713
BEDROOM
712
KITCHEN
705
LIVING
703
DINING
N720
LOUNGE
N717
STORAGE
N719
WINE
N718
BANQUETTE
N723
STORAGE
716
MASTER BATH
715
BATH
711
BACK HALL
707
UTILITY
710
PWDR./ LAUNDRY
709
PWDR.
702
EXST'G STAIR #1
S01
EXST'G STAIR #2
S02
FOYER
701
W/
D
PROVIDE NEW SINGLE MIRROR a/ VANITES, COORDINATE w/ INTERIOR DESIGNER
PROVIDE NEW GRANITE SLAB @ BENCH; COORD. w/ INT. DESIGNER
PROVIDE NEW TILE FLR. @ ENTRY; COORD. w/ INT. DESIGNER PROVIDE NEW 12X12 TILE (PORCELAIN @ TUB SURROUND; COORD. w/ INT. DESIGNER
PROVIDE NEW WOOD FLOATING VANITY; COORD. w/ INT. DESIGNER
NEW 4x2 PORCILIN TILE BACKSPLASH
NEW CARPET BY OTHERS CARPET BY OTHERS CARPET BY OTHERS
CARPET BY OTHERS 12x24 TILE 12x24" TILE ON TUB DECK 12x24" TILE ON WALLS, TYP. HARDWOOD TILE 12x12 TILE GREEN BOARD AND INSULATION AT WINE CLOSET WALLS TILE
STAIN EXISTING BAMBOO FLOOR TO A DARKER SHADE;
COORD. W/ INT DESIGNER
NOTE: BANQUETTE BY INT. DESIGNER EX IS T IN G WET BAR 6 x 12 GLA SS TILE ON EAST WALL 12x24 TILE ON N,S,W, WALLS AND CEILING MOSAIC PENNY ROUND MESH 12x12 TILE FLOOR
NEW STONE VENEER WALL
NEW SOFFIT LINE, SEE REFLECTED CEILING PLAN
NEW NON-COMBUSTIBLE PRIVATE INTERIOR STAIR,
NOTE: UP 18R @8" MAX. RISERS & 11" TREADS (10" +1" NOSING), TYP.
EXIST'G ELEVATOR
- NO WORK
(COMPLIES w/ ANSI 4.10
A.O.R. 30x48" A.O.R. 30x48" NEW NON-COMBUSTIBLE STAIRAND HAND/GUARD RAILINGS UP TO PRIVATE ROOF TERRACE, MATCH EXST'G CONTSTRUCTION; 8" MAX. RISERS & 11" TREADS (10" +1" NOSING), TYP.
NOTE: 8" MAX. RISERS & 11" TREADS (10" +1" NOSING), TYP. 1'-11" 3 '-10" 8'-4" 14'-8" 4'-6" EXST'G FD EXST'G NON-COMBUSTIBLE STAIR TO REMAIN,TYP.
NEW FLOOR-TO-CEILING MIRROR ON FULL NORTH WALL, REMAINING WALLS TO RECEIVE WALL COVERINGS; NEW SCONCES E.S. OF NEW MIRROR, NEW VANITY-COORD. w/ INT. DESIGNER, TYP.
NOTE: ALL EXST'G AND NEW INTERIOR PARTIONS WALLS TO BE 3 5/8" MTL STUD w (1) 5/8" GYP. BRD EACH SIDE, TYP
NOTE: ALL EXST'G PLUMBING FIXTURES NOT SPECIFICALLY CALLED-OUT TO REPLACED WILL BE RE-USED, TYP.
EXST'G RATED HOLLOW-CORE METAL DOOR w/ CLOSER TO REMAIN
EXST'G RATED HOLLOW-CORE METAL DOOR w/ CLOSER TO REMAIN E1 E1 E1 C1 C C C C E1 E1 E1 C1 B D D D1 F A A D1 EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW TO REMAIN EXISTING WINDOW T O REMAIN EXISTING WINDOW T O REMAIN EXISTING WINDOW T O REMAIN EXISTING WINDOW TO REMAIN EX IS T IN G WINDOWS TO REMAIN E X ISTING WINDOWS T O REMAIN EXISTING WINDOW T O REMAIN D1 D F F F F F F E E F F
713-1
NEW PRIVATE
STAIR
N721
MEDIA CLOSET
N722
712-1
715-2
711-1
702-1
715-1
716-1
S01-1
S02-1
712-2
713-2
709-1
710-1
707-1
N722
EXST'G FURN. #1 EXST'G FURN. #2 E XST'G IN S T . H .W . 10"UNIT 701
19'-5" 11'-7" 7'-10" 21'-6" 7'-4" 5'-1" 10'-9" 4" 83'-10" 5 '-11" 2' -9 " 10" 9' -2 " 9' -2 " 9' -6 " 37 '-4 " 4'-6" 6'-8" 3'-0" 1 1/2"A6.2
1
4
A6.2
RRB-10/28/08
SD 110 VOLT HARDWIRED SD 110 VOLT HARDWIREDFinishes Notes
1. Verify all tile layouts and patterns with Interior Designer 2. Verify color of floor stain with Interior Designer 3. Interior Designer to provide Bedroom Carpets 4. Interior Designer to provide Banquette 5. Painting by others6. Curtains and fabrics by others
NEW CONSTRUCTION
DEMOLISHED WALL
EXISTING TO REMAIN
Wall Type Key
Sample
set
PROJECT NUMBER SHEET NUMBER P R O JE C T /O W N E R IN F O R M A TIO N DATE SHEET NAME PROJECT TRACKINGChicago, Illinois
Interior Remodal and New Private Roof Terrace
Sample Commercial
08-R113
A1.1
09/17/08
UNIT 701 - INTERIOR
REMODEL PLAN
1/4" = 1'-0"
1
UNIT 701 - NEW CONSTRUCTION
#
Description
Date
1
STAR
ADD/REMOVAL
NEW CONSTRUCTION
DEMOLISHED WALL
EXISTING TO REMAIN
Wall Type Key
EXIST'G AC UNITS TOREMAIN, TYP.
EXST'G ROOF DRAIN AND OVERFLOW DRAIN TO REMAIN, TYP.
UNIT 701
EXST'G ROOF
EXST'G ROOF DRAIN AND OVERFLOW DRAIN TO REMAIN, TYP.
EXST'G SINGLE-PLY ROOF MEMBRANE OVER TAPPERED RIGID INSULATION
TO REMAIN, TYP. EXIST'G ELEV. OVERRUN TO REMAIN, NO WORK, TYP. EXST'G PARAPET TO REMAIN, TYP. EXST'G PARAPET TO REMAIN, TYP.
NEW STAIR TOWER, COORDINATE w/ NEW
CONSTRUCTION PLAN, TYP. NEW STAIR TOWER,
COORDINATE w/ NEW CONSTRUCTION PLAN, TYP.
49
'-4
"
44'-
5"
60'-9"
Sample
set
PROJECT NUMBER SHEET NUMBER P R O JE C T /O W N E R IN F O R M A TIO N DATE SHEET NAME PROJECT TRACKINGChicago, Illinois
Interior Remodal and New Private Roof Terrace
Sample Commercial
08-R113
A1.2
09/17/08
UNIT 701 - NEW
PRIVATE ROOF
TERRACE PLAN
1/8" = 1'-0"
2
UNIT 701 - EXISTING/ SELECT
DEMOLITION - ROOF PLAN
1/4" = 1'-0"
1
NEW PRIVATE ROOF TERRACE
1/8" = 1'-0"
3
EXITING DIAGRAM - NEW PRIVATE
ROOF TERRACE
REVISED 1-22-09
1
2
3
4
5
6
7
A
B
C
D
E
F
G
5.3
2.6
A.F.F.
GWB ON MTL. FURRING
7'-10"
A.F.F.
GWB ON MTL. FURRING
7'-10"
A.F.F.
GWB ON MTL. FURRING
8'-1"
EXST'G TO REMAIN
A.F.F.
GWB ON MTL. FURRING
7'-10"
A.F.F.
GWB ON MTL. FURRING
8'-7"
A.F.F.
GWB ON MTL. FURRING
8'-3"
A.F.F.
GWB ON MTL. FURRING
8'-3"
A.F.F.
GWB ON MTL. FURRING
8'-5"
A.F.F.
GWB ON MTL. FURRING
7'-10"
EXST'G TO REMAIN
EXST'G TO REMAIN
EXST'G TO REMAIN
5'-8" 14'-4" 4"
1
'-10"
ALIGN NEW SOFFIT w/ FACE OF FIRE PLACE SURROUND NEW IN-FILL CEILING; MATCH
EXST'G FOYER CEILING HEIGHT
EXST'G TO REMAIN
EXST'G TO REMAIN
EXST'G TO REMAIN
EXST'G TO REMAIN
A.F.F.
GWB ON MTL. FURRING
7'-4 3/4"
LINE OF NEW SOFFIT LINE OF NEW SOFFIT LINE OF EXST'G SOFFIT EXST'G EXPOSED CEILING EXST'G EXPOSED CEILINGLINE OF NEW SOFFIT, B/ SOFFIT 8'-3" 6' -1 1 1/ 8 " 10'-2" OPEN TO ABOVE
EXST'G TO REMAIN
A.F.F.
GWB ON MTL. FURRING
7'-10"
A.F.F.
GWB ON MTL. FURRING
7'-10"
EXST'G TO REMAIN
EXST'G TO REMAIN
EXIST'G ELEVATOR
(COMPLIES w/ ANSI 4.10
NEW IN-FILL CEILING; MATCH EXST'G CLOSET CEILING HEIGHT
NEW CEILING; MATCH EXST'G KITCHEN/ DINING CEILING HEIGHT
A.F.F.
GWB ON MTL. FURRING
8'-1"
A.F.F.
GWB ON MTL. FURRING
8'-1"
EXST'G TO REMAIN
EXST'G TO REMAIN
1 1 1 6 6 6 6 6 2 2 1 1 1 4 4 4 5 5 5 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 5 SD SD SD 5 5 5 5 5 5 5 5 5 5 2 2 7 7 2 2 W/LIGHT 3 1 1 W/LIGHT W/LIGHT 5 5 8 8 RELOCATED EXST'G RETURN AIR EXST'G SUPPLY, TYP. EXST'G EXPOSED CEILING EXST'G EXPOSED CEILING LINE OF EXST'G PERIMETER SOFFIT LINE OF EXST'G PERIMETER SOFFIT
EXIST'G ELEVATOR
(COMPLIES w/ ANSI 4.10
LINE OF CELING TO BE REMOVED FOR NEW STAIR, COORDINATE W/ NEW CONSTRUCTION PLAN, TYP. NEW IN-FILL CEILING; MATCHEXST'G FOYER CEILING HEIGHT
NEW TILE
CEILING,
COORD. w/
INTERIOR
DESIGNER
EXPOSED
OPEN TO ABOVE STAIR LANDING ABOVE3" ADJUSTABLE HALOGEN SPOT
3" DOWN SPOT ADJUSTABLE HALOGEN
DINING ROOM LIGHT
PENDENT LIGHT
4" RECESSED CAN
CANDLE LIGHT
3" RECESSED WATER PROOFCAN
EXHUST FAN/ LIGHT COMBO
EMERGENCY LIGHT w/ BATTERY
BACKUP LIGHT
RCP LEGEND
1 2 3 4 5 6 7Sample
set
PROJECT NUMBER SHEET NUMBER P R O JE C T /O W N E R IN F O R M A TIO N DATE SHEET NAME PROJECT TRACKINGChicago, Illinois
Interior Remodal and New Private Roof Terrace
Sample Commercial
08-R113
A3.1
09/19/08
UNIT 701 - INTERIOR
REMODEL RCP
1/4" = 1'-0"
1
UNIT 701 - INTERIOR REMODEL- NEW
RCP
T/ EXST'G ROOF
CONC. TOPPING
79'-0"
T/ EXST'G
PARAPET
82'-8"
A
B
C
D
1
A5.1
B/ STAIR TOWER
CEILINGS
86'-9 3/4"
T/ NEW STAIR
WALL PARAPET
89'-0"
T/ NEW STAIR
WALL PARAPET
89'-0"
NEW 48x48" OUTSIDE CURB DIMENSION PYRAMID SKYLIGHT BY "KALWALL"; COORDINATE CURB w/ SKYLIGHT MANUF. DTLS., TYP. NEW FIBER CEMENT PANELS EXISTING CONSTRUCTION - TYP4
A6.2
T/ EXST'G ROOF
CONC. TOPPING
79'-0"
T/ EXST'G
PARAPET
82'-8"
1
2
3
4
5
6
7
B/ STAIR TOWER
CEILINGS
86'-9 3/4"
2
A4.1
5.3
2.6
T/ NEW STAIR
WALL PARAPET
89'-0"
EXISTING CONSTRUCTION - TYP
EXISTING CONSTRUCTION - TYP
EXISTING CONSTRUCTION - TYP LESS THE 4"
BETWEEN WALL AND RAIL
NEW STEEL GUARDRAIL SYSTEM, SEE DETAILS NEW FIBER CEMENT PANELS NEW FIBER CEMENT PANELS
NEW ALUMINUM TRELLIS SEE SHEET ON TRELLIS FOR DETAILS
T/ EXST'G ROOF
CONC. TOPPING
79'-0"
T/ EXST'G
PARAPET
82'-8"
A
B
CD
E
F
G
B/ STAIR TOWER
CEILINGS
86'-9 3/4"
T/ NEW STAIR
WALL PARAPET
89'-0"
NEW "GREEN SCREEN" PANEL SCREEN, TYP.
NEW FIBER CEMENT PANEL WALLS, TYP.
A6.1
6
Sim
EXISTING CONSTRUCTION, TYP
NEW ALUMINUM TRELLIS SEE SHEET ON TRELLIS
FOR DETAILS
NEW MOVEABLE, INSULATED FIBERGLASS PLANTERS, TYP. NEW BUILT IN BAR
-SEE DETAILS
A6.1
3
A6.1
6
Sim
A6.1
4
NEW PRECAST CONCRETE PAVERS ON LEVELERS 1' -0 " 1'-6 " PREFINISHED METAL COPING w/ DRIP EDGE, TYP.
3' -0 " 3' -0 "
NEW PRECAST CONCRETE PAVERS ON LEVELERS
T/ EXST'G ROOF
CONC. TOPPING
79'-0"
T/ EXST'G
PARAPET
82'-8"
1
2
3
4
5
6
7
B/ STAIR TOWER
CEILINGS
86'-9 3/4"
2
A4.1
5.3
2.6
T/ NEW STAIR
WALL PARAPET
89'-0"
A6.1
6
Sim
EXISTING CONSTRUCTION - TYP EXISTING CONSTRUCTION - TYP EXISTING CONSTRUCTION - TYP
NEW GREEN SCREEN PANEL
EXISTING AC UNITS
EXISTING ELEVATOR OVERRUN, NO WORK, TYP.
NEW GREEN SCREEN PANEL, TYP.
A6.1
6
Sim
NEW STEEL GUARDRAIL SYSTEM, SEE DETAILS
NEW FIBER CEMENT PANELS NEW ALUMINUM TRELLIS
SEE SHEET ON TRELLIS FOR DETAILS NEW 48x48" OUTSIDE CURB DIMENSION PYRAMID SKYLIGHT BY "KALWALL"; COORDINATE CURB w/ SKYLIGHT MANUF. DTLS., TYP. NEW FIBER CEMENT PANELS
R2-1
R1-1
A6.1
4
NEW 18x24x4" EXTENSIVE GREEN ROOF BY "GREEN GRID"NEW PRECAST CONCRETE PAVERS ON LEVELERS, TYP. NEW PRECAST CONCRETE PAVERS ON LEVELERS LESS THEN 4" BETWEEN RAIL AND WALL (M IN . 42 ") 4' -0 " 2' -0 " 4' -0 " 10"
Sample
set
PROJECT NUMBER SHEET NUMBER P R O JE C T /O W N E R IN F O R M A TIO N DATE SHEET NAME PROJECT TRACKINGChicago, Illinois
Interior Remodal and New Private Roof Terrace
Sample Commercial
08-R113
A4.1
09/19/08
ELEVATIONS
1/4" = 1'-0"
1
ELVATION - STAIR TOWERS - EAST
1/4" = 1'-0"
3
ELEVATION STAIR TOWERS
-NORTH
1/4" = 1'-0"
2
ELEVATION/ SECTION - ROOF
TERRACE - WEST
1/4" = 1'-0"
4
ELEVATION/ SECTION - NEW
PRIVATE ROOF TERRACE - SOUTH
3 5/8" METAL STUD 16" O.C. & BATT INSULATION
(2) LAYER 5/8" GYPSUM BOARD EACH SIDE
(1) LAYER 1/2" DUROCK SHEATHING AS NEEDED @ TUB, LAV., & WATER CLOSET AREAS
3 5/8" METAL STUD 16" O.C. & BATT INSULATION 4" FACE MASONARY 2" AIR SPACE 8" 3HR. BLOCK - TYPE C3 4" FACE MASONARY 2" AIR SPACE 10" 3HR. BLOCK - TYPE C3 1 5/8" MI. METAL FURRING STRIPS & BATT INSULATION -SEE PLAN (1) LAYER 5/8" GYPSUM BOARD 10" CMU - TYPE C3 "HARVARD BRIK" PRODUCT
Wall Types
2 HR. FIRE RATED - NON LOAD BEARING INT. DEMISING WALL
NON LOAD BEARING INTERIOR PLUMBING WALL
3 HR RATED NON-LOAD BEARING EXTERIOR WALL
3 HR RATED NON-LOAD BEARING EXTERIOR WALL
C1
C
B
A
3 HR RATED LOAD BEARING INTERIOR WALL WITHOUT FURRING AND DRYWALL - BLOCK ONLY
D
D1
1 5/8" MI. METAL FURRING STRIPS & BATT INSULATION -SEE PLAN
(1) LAYER 5/8" GYPSUM BOARD
10" CMU - TYPE C3 "HARVARD BRIK" PRODUCT
E
E1
U.L. #U411
NO RATING
REQUIRED
U.L. #U904
RATING FROM BLOCK ONLY
U.L. #U904
RATING FROM BLOCK ONLY
U.L. #U904
RATING FROM BLOCK ONLY
U.L. #U904
RATING FROM BLOCK ONLY
U.L. #U904
RATING FROM BLOCK ONLY
U.L. #U904
RATING FROM BLOCK ONLY 3 HR RATED LOAD BEARING INTERIOR WALL WITHOUT
FURRING AND DRYWALL - BLOCK ONLY
3 HR RATED NON LOAD BEARING EXTERIOR WALL WITHOUT FURRING AND DRYWALL - BLOCK ONLY 3 HR RATED NON LOAD BEARING EXTERIOR WALL WITHOUT FURRING AND DRYWALL - BLOCK ONLY
3 5/8" METAL STUD 16" O.C. & BATT INSULATION
(1) LAYER 5/8" GYPSUM BOARD EACH SIDE
TYP. NON LOAD BEARING INTERIOR PARITION
F
NO RATING
REQUIRED
6" - 18 GA. CSJ MTL STUD 16" O.C. (SEE STRUCT. DWGS) w/ 5-1/2" R-19 BATT INSULATION
(2) LAYER 3/4" GYPSUM BOARD TYPE "IP-X3" OR "ULTRACODE" EACH SIDE
TYP. 3 HR EXTERIOR LOAD-BEARING STEEL STUD WALL
G
U.L. #U490
"WRAPSHIELD" WEATHER BARRIER MEMBRANE BY VAPROSHIELD, TAPE ALL SEAMS
1” - 18 GA. MTL FURRING CHANNEL @ 16" O.C. 5/16” HIGH DENSITY FIBER CEMENT PANEL VAPOR BARRIER (WARM SIDE)
IN TE R IO R
T/ EXST'G ROOF
CONC. TOPPING
79'-0"
T/ EXST'G
PARAPET
82'-8"
T/ 7th FLR CONC.
TOPPING
68'-4"
1
2
3
4
5
6
7
B/ STAIR TOWER
CEILINGS
86'-9 3/4"
2
A4.1
5.3
2.6
NEW COMMON STAIR LANDING, TYP.
80'-0"
80'-0"
T/ NEW STAIR
WALL PARAPET
89'-0"
- (1) 1/2" DIAMOND PLATE STEEL FLOOR - 1 1/2" MTL. DECK - 10" CFS MTL. JOIST - 5" COMPOSITE DECK, SEE STRUCT. DWGS EXST'G TYP. ROOF CONST.(UL# J292 - MIN. 2hr.)
- (1) 2" PRECAST CONC. PAVERS ON LEVELERS - (1) GEOTEXTILE FILTER FABRIC
- (1) ROOF MEMBRANE
- MIN. 2" RIGID INSULATION, SLOPED TO DRAINS - EXIST'G 10" PRECAST HOLLOW-CORE PLANK w/ 2" LIGHT-WEIGHT CONCRETE TOPPING, SEE STRUCT. DWGS.
- FINISHED CEILING PER PLANS
PWDR.
702
PWDR./ LAUNDRY
709
UTILITY
710
EXST'G STAIR #1
S01
EXST'G STAIR #2
S02
EXIST'G ELEVATOR
(COMPLIES w/ ANSI 4.10
- SEE SCHEDULENEW EXTERIOR WALL, TYP. (UL# U490 - MIN. 3hr.) NEW STAIR TOWER ROOF
(MIN. 2hr RATED - UL# P723) - (1) SINGLE-PLY ROOF MEMBRANE - MIN. 2" RIGID INSULATION, SLOPE 1/4"/FOOT TOWARDS EAST WALL - (1) 1/4" RECOVERY BOARD - (1) 1 1/2" MTL. DECK, SEE STRUCT. - 10" CFS MTL. JOIST, SEE STRUCT. - (1) 1-5/8" MTL FURRING CHANNEL - (1) 5/8" GYP. BRD.
- SEE SCHEDULE
NEW EXTERIOR WALL, TYP. (UL# U490 - MIN. 3hr.)
NEW COMP. DECK LANDING AND STEEL FRAMING, SEE STRUCT
NEW NON-COMBUSTIBLE STAIR, GUARDRAIL AND HANDRAIL, TYP.
NEW 48x48" OUTSIDE CURB DIMENSION PYRAMID SKYLIGHT BY "KALWALL"; COORDINATE CURB w/ SKYLIGHT MANUF. DTLS., TYP. NEW STAIR TOWER ROOF
(MIN. 2hr RATED - UL# P723) - (1) SINGLE-PLY ROOF MEMBRANE - MIN. 2" RIGID INSULATION, SLOPE 1/4"/FOOT TOWARDS EAST WALL - (1) 1/4" RECOVERY BOARD - (1) 1 1/2" MTL. DECK, SEE STRUCT. - 10" CFS MTL. JOIST, SEE STRUCT. - (1) 1-5/8" MTL FURRING CHANNEL - (1) 5/8" GYP. BRD.
EXST'G PARAPET WALL BEYOND
EXST'G MECH. UNITS BEYOND
EXST'G CONC. PLAN TO REMAIN EXST'G CONC. PLANK TO REMAIN TO T H E B/ F IN ISH ED C E IL IN G 6' -9 3/ 4 " 18 '-5 3/ 4 "
NEW PRIVATE
STAIR
N721
- SEE SCHEDULE EXST'G WALL, TYP.(UL# U490 - MIN. 3hr.)NEW PRIVATE STAIR LANDING - (1) 3/4" FINISH FLOOR - (2) 3/8" SUBFLOOR - 1 1/2" MTL. DECK - 8" CFS MTL. JOIST - 5" COMPOSITE DECK, SEE STRUCT. DWGS 8" 6' -9 3/ 4 "
NEW PRIVATE
STAIR
NR001
NEW EGRESS
STAIR
NR002
3 '-0 " , T YP. 3' -6 "NEW 1-5/8" DIA. METAL PIPE HANDRAIL, VERT. RAILS MAX. 3.5" SPACING, TYP. - SEE SCHEDULE
NEW EXTERIOR WALL, TYP. (UL# U490 - MIN. 3hr.)
NOTE: ALL NEW STAIR SUPPORTING CONSTRUCTION (INCLUDING LANDINGS AND INTERMEDIATE CEILINGS) TO BE 2 hr. (15-8-130). STAIRS TO BE METAL CHECKER PLATE CONSTRUCTION w/ METAL PIPE HANDRAILS EACHSIDE.
EXST'G NON-COMBUSTIBLE STAIR, GUARDRAIL AND HANDRAIL, TYP.
A6.2
2
NEW COMP. DECKLANDING AND STEEL FRAMING, SEE STRUCT
NEW DECORATIVE MTL. STAIR, SEE PLAN & DETAILS STONE VENEER
WALL BEYONE
3'
-6
"
NOTE: ALL SKYLIGHTS SHALL BE GLAZED WITH WIRED GLASS OR LAMINATED SAFETY GLASS HAVING NO SINGLE PANE EXCEEDING 720 SQUARE INCHES IN AREA
NOTE: ALL NEW RIGID INSULATION TO HAVE MAX. FLAME SPREAD RATING OF 25
Sample
set
PROJECT NUMBER SHEET NUMBER P R O JE C T /O W N E R IN F O R M A TIO N DATE SHEET NAME PROJECT TRACKINGChicago, Illinois
Interior Remodal and New Private Roof Terrace
Sample Commercial
08-R113
A5.1
09/22/08
BUILDING SECTION,
SCHEDULES
Mark Door Type Rough Height Rough Width Door Material Door Finish Frame Material Frame Finish Construction Type Hardware Comments
702-1 SWING 7'-0" 2'-8" WD PT WD PT NR 1 EXST'G TO
REMAIN
707-1 DBL SWING 7'-0" 6'-0" WD PT WD PT NR 4 RELOCTED DOOR
709-1 SWING 7'-0" 3'-0" MTL PT MTL PT NR 1 EXST'G TO REMAIN 710-1 SWING 7'-0" 3'-0" WD PT WD PT B 3 EXST'G TO REMAIN 711-1 SWING 7'-0" 2'-6" WD PT WD PT NR 1 EXST'G TO REMAIN 712-1 SWING 7'-0" 2'-8" WD PT WD PT NR 1 EXST'G TO REMAIN 712-2 DBL SWING 7'-0" 6'-0" WD PT WD PT NR 4 EXST'G TO REMAIN 713-1 SWING 7'-0" 2'-8" WD PT WD PT NR 1 EXST'G TO REMAIN 713-2 DBL SWING 7'-0" 6'-0" WD PT WD PT NR 4 EXST'G TO REMAIN 715-1 SWING 7'-0" 2'-6" WD PT WD PT NR 1 EXST'G TO REMAIN
715-2 SWING 7'-0" 2'-6" GLASS N/A MTL N/A NR 4 EXST'G TO
REMAIN
716-1 SWING 7'-0" 2'-6" WD PT WD PT NR 4 EXST'G TO
REMAIN
N722 SWING 7'-0" 2'-8" WD PT WD PT NR 4 NEW
R1-1 SWING 6'-8" 3'-0" ALUM PT MTL PT NR 2 NEW
R2-1 SWING 6'-10" 3'-0" ALUM PT MTL PT B 2 NEW
S01-1 SWING 7'-0" 3'-0" MTL PT MTL PT B 2 EXST'G TO
REMAIN
S02-1 SWING 7'-0" 3'-0" MTL PT MTL PT B 2 EXST'G TO
REMAIN
DOOR SCHEDULE & NOTES
DOOR
NOTES
1. Privacy
2. Keyed entry w/ panic hardware Surface mounted closer 3. Keyed entry
Surface mounted closer 4. Non locking door
HARDWARE
NOTES
HARDWARE
SCHEDULE
1. See plans for door mark, locations. and swing as shown 2. All doors are 7'-0" high unless otherwise noted. Verify all sizes in field
3. All new exterior doors to be anodized aluminum to match the color chosen by architect
4. Push/pull at entry doors no more then 85 pounds
1. Typical door manufacturer to be determined by contactor, lever handels in brushed chrome with brushed chrome square or round edged hinges (1-1/2) pair)
2. All exit doors are to be keyless in the direction of egress 3. All bathroom & bedroom doors to have privacy locks 4. Stairwell doors to have lever handle,panic hardware, and
ROOM FINISH SCHEDULE
1. All interior finishes to be class #1 0-25 flame spread rating 2. Notify architect for clarification of any discrepancies between
written specifications and construction documents 3. All doors and trim for paint unless noted otherwise 4. Atairs to be crafted according to plan and built by contactor 5. All floor coverings to be class "A" rated
6. All wall surfaces to be painted gypsum unless otherwise noted 7. Verify all tile patterns with Interior designer
8. Verify all colors of paints and stains with Interior Designer 9. Interior Designer to provide Banquette
10.Curtains and fabrics by others
Number Name Ceiling Finish Floor Finish
North Wall South Wall East Wall West Wall
Wall North
Material Wall North Finish
Wall South
Material Wall South Finish
Wall East
Material Wall East Finish
Wall West
Material Wall West Finish
701 FOYER PTD NEW 18x18 TILE GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
702 PWDR. PTD NEW 18x18 TILE GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
703 LIVING PTD NEW STAIN ON HARDWOOD GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
705 KITCHEN PTD NEW STAIN ON HARDWOOD GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
706 HALL PTD NEW STAIN ON HARDWOOD GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
707 BACK HALL PTD NEW STAIN ON HARDWOOD GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
709 PWDR./ LAUNDRY PTD NEW 18x18 TILE GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
710 UTILITY PTD EXISTING TO REMAIN GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
711 BATH PTD NEW 12x12 TILE GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
712 BEDROOM PTD NEW CARPET GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
713 MASTER BEDROOM PTD NEW CARPET GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
714 STUDY PTD NEW CARPET GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
715 MASTER BATH PTD NEW 12x24 TILE GYP BRD NEW 12 x24 TILE GYP BRD NEW 12x24 TILE GYP BRD NEW 12x24 TILE GYP BRD NEW 12x24 TILE
716 STORAGE PTD NEW CARPET GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
N717 LOUNGE PTD NEW STAIN ON HARDWOOD GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
N718 WINE PTD NEW STAIN ON HARDWOOD GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
N719 STORAGE PTD NEW STAIN ON HARDWOOD GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
N720 DINING PTD NEW STAIN ON HARDWOOD GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
N721 NEW PRIVATE STAIR PTD N/A GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
N722 MEDIA CLOSET PTD NEW STAIN ON HARDWOOD GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
N723 BANQUETTE PTD NEW STAIN ON HARDWOOD GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
NR001 NEW PRIVATE STAIR PTD EXPOSED GYP BRD PTD GYP BRD PTD GYP BRD PTD GYP BRD PTD
NR002 NEW EGRESS STAIR N/A EXPOSED GYP BRD EXPOSED GYP BRD EXPOSED GYP BRD EXPOSED GYP BRD EXPOSED
S01 EXST'G STAIR #1 PTD EXISTING TO REMAIN BLOCK N/A BLOCK N/A BLOCK N/A BLOCK N/A
S02 EXST'G STAIR #2 PTD EXISTING TO REMAIN BLOCK N/A BLOCK N/A BLOCK N/A BLOCK N/A
ROOM FINISH NOTES
1/4" = 1'-0"
1
BLDG SECTION @ STAIR TOWERS
*
PROVIDE SAFETY GLASS ON FULL LITE
*
EXISTING HOLLOW-CORE CONCRETE PLANK w/ LIGHT-WEIGHT CONCRETE TOPPING ROOF STRUCTURE, TYP. REMOVE EXISTING INSULATION TO INSTALL POST BASEPLATE, FILL VOID WITH LOW EXPANSION FOAM INSULATION, REPLACE SINGLE-PLY ROOF MEMBRANE
FIELD-FABRICATED SINGLE-PLY MEMBRANE PIPE FLASHING, SEE DETAIL 3" TUBE STEEL w/ CLOSED TOP, SEE STRUCT. DWGS
STEEL POST BASEPLATE, SHIM/ GROUT AS REQ'G, SEE STRUCT. DWGS 1' -4 " 8" 8" 8" 8" 1'-4"
STEEL POST BASEPLATE, SHIM/ GROUT AS REQ'G, SEE STRUCT. DWGS
ADHESIVE ANCHORS, SEE STRUCT. DWGS.
ADHESIVE ANCHORS, SEE STRUCT. DWGS.
EXISTING TAPERED RIGID INSULATION
6 1/2" 6 1/2"
EXISTING SINGLE-PLY ROOF
MEMBRANE VARI
ES, SEE PLAN
6 1/ 2 " 6 1/ 2 " GREEN SCREEN PANEL
3" TUBE STEEL, SEE STRUCT. DWGS #5133 SNAP CLIP -HOOK CLIP ON BACK PANEL WIRE & ROTATE UNTIL IT "SNAPS" INTO POSITION
#5105 STEEL EDGE TRIM @ VERTICAL PANL EDGES, TYP.
#5105 STEEL EDGE TRIM @ VERTICAL PANL EDGES, TYP. GREEN SCREEN PANEL STAINLESS STEEL SELF-TAPPING TEK SCREW #5137 / #5139 POST CAP
A6.1
3
7"1/4" STEEL PLATE FIELD WELD TO VERTICAL SUPPORT, SEE PLAN FOR LOCATIONS PRECAST CONC. PAVER ON LEVELER, SEE PLAN FOR SIZE AND HEIGHT
3" TUBE STEEL w/ CLOSED TOP, SEE STRUCT. DWGS
EXISTING HOLLOW-CORE CONCRETE PLANK w/ LIGHT-WEIGHT CONCRETE TOPPING ROOF STRUCTURE, TYP. EXISTING TAPERED RIGID INSULATION
EXISTING SINGLE-PLY ROOF MEMEBRANE
1 1/
2
"
PROVIDE 1/2" STL. LATE SUPPORT FOR 18" GRANITE TOP. WELD TO EACH SIDE OF 3" PIPE COLUMN. PROVIDE SPACER BARS BETWEEN BRACKET PLATES
PROVIDE 1/2" DUROCK ON ALL MTL. STUD FRAMING AS SHOWN FIBER CEMENT PANELS ON 1 1/2" MTL. CHANNELS 3" PIPE COLUMN -SEE PLAN FOR LOCATION
1" THK GRANITE TYPE TOP W/ 2" EDGING DETAIL
PROVIDE 1/2" DUROCK AT TOP PROVIDE POSITIVE SLOP FOR DRAINAGE
1/2" DUROCK SHEATHING AT ALL SURFACES OF GAV. MTL. STUD CONSTRUCTION
3.5 GAV, MTL STUDS 12" O.C. FOR WALL CONSTRUCTION
3.5 GAV, MTL STUDS 16" O.C. FOR BASE OF BAR CONSTRUCTION
FLOOR LEVELERS FOR 2" PAVERS E.I.F.S. ON DUROCK
EXISTING CONCRETE PLANKS EXISTING CONCRETE TOPPING EXISTING RIGID INSULATION
A6.1
3
1' 6" AB O V E TO P P IN G 1' AB O V E T O PP IN G 3 ' ABO VE PA VERS 3 ' AB OVE P AVES 2'-0 1/2" 2'-1 1/2" 1'-6 1/2"FIBER CEMENT PANELS ON 1.5" MTL. FURRING CHANNELS PROVIDE 1/2" DUROCK ON ALL MTL. STUD FRAMING AS SHOWN
S.M. COPING OVER WALL TOP
FASTEN METL STUDS TO 3" PIPE COLOUMN
SEE PLAN FOR LOCATION\ 1" THIK. GRANITE TYP TOP W/ 2" EDGING DETAIL
PROVIDE 1/2" DUROCK AT TOP PROVIDE POSITIVE SLOPE FOR DRAINAGE
PROVIDE 1/2" DUROCK SHEATHING AT ALL SURFACES OF GAL. MTL. STUD
CONSTRUCTION
3 5/8" GAV. MTL. STUDS @ 12" O.C. FOR WALL CONSTRUCTION OF BAR UNIT
3 5/8" GAV. MTL. STUDS @ 16" O.C. FOR BASE OF BAR UNIT
FLOOR LEVELERS FOR 2" PAVERS
EXISTING CONCRETE PLANKS EXISTING CONCRETE TOPPING EXISTING RIGID INSULATION
A6.1
3
1' AB O V E T O PP IN G 3 ' ABO VE PA VERS 2'-1 1/2" 6'10 HIG H W A LL 2'-5 1/16" 2'-0 7/16"T/ EXST'G ROOF
CONC. TOPPING
79'-0"
T/ EXST'G
PARAPET
82'-8"
G
ADHESIVE ANCHOR - SEE STRUCTUAL STEEL ANGEL -SEE STRUCTUAL 1/2"x1/2" STEEL BARS STEEL RAIL -SEE STRUCTUAL EXISTING RIGID INSULATION CL CL 1' -0 " 4" NEW CONCRETE PAVERS ON LEVELERS, TYP. EXST'G CONSTRUCTION, TYP. 1" 2"TYPICAL END SECTION 8' SECTIONS 1'-4"
A6.1
3
G R EEN SCRE EN PANELSTYPICAL MIDDLE SECTION 8' SHOP MADE SECTIONS
9"
1'
-0
"
3x3 PIPE COLUMN PRE DRILLED HOLES
TO RECIVE ANCHORS -VERIFY SIZE OF ANCHORS WITH STRUCTUAL 9 1/2" STEEL RAIL -SEE STRUCTUAL STEEL ANGLE -SEE STRUCTUAL BOLT ADJOING SECTIONS TOGETHER DOUBLE ANGLE ON END SECTIONS 9 1/2" 8" 4" 4"
TYP.
1/2"x1/2" STEEL BARS 4" 4" UNDERLAYMENT BOARDPROVIDE MEMBRANE FASTENERS PER ROOF MEMBRANE MFR REQUIREMENTS. SINGLE-PLY FLASHING. PROVIDE TERMINATION BAR AND WATER CUT-OFF MASTIC AT T/PLYWOOD.
FLASHING W/ DRIP EDGE
EXPANSION BOLTS, SEE STRUCT. DWGS. CONT RUNNER TRACK CONT SILL SEALER SEALANT
3/4" TREATED EXT. PLYWOOD
METAL FLASHING
EXISTING HOLLOW-CORE CONCRETE PLANK w/ LIGHT-WEIGHT CONCRETE TOPPING ROOF STRUCTURE, TYP. EXISTING SINGLE-PLY ROOF MEMEBRANE
1'
-0
"
T/ SILL
SEE WALL SECT.
PRECAST CONC. PAVER ON LEVELER, SEE PLAN FOR SIZE AND HEIGHTREMOVE EXISTING INSULATION TO INSTALL POST BASEPLATE, FILL VOID WITH LOW EXPANSION FOAM INSULATION, REPLACE SINGLE-PLY ROOF MEMBRANE
EXT. DOOR, SEE SCHEDULE UNDERLAYMENT BOARD
PROVIDE MEMBRANE FASTENERS PER ROOF MEMBRANE MFR REQUIREMENTS.
SINGLE-PLY FLASHING. PROVIDE TERMINATION BAR AND WATER CUT-OFF MASTIC AT T/ PLYWOOD. MTL. FLASHING w/ DRIP EDGE
3/4" TREATED EXT. PLYWOOD
EXISTING HOLLOW-CORE CONCRETE PLANK w/ LIGHT-WEIGHT CONCRETE TOPPING ROOF STRUCTURE, TYP. EXISTING SINGLE-PLY ROOF MEMEBRANE
PRECAST CONC. PAVER ON LEVELER, SEE PLAN FOR SIZE AND HEIGHT
REMOVE EXISTING INSULATION TO INSTALL POST BASEPLATE, FILL VOID WITH LOW EXPANSION FOAM INSULATION, REPLACE SINGLE-PLY ROOF MEMBRANE 6" 1' -3 " 2 PIECE MTL COUNTER-FLASHING. NO SEALANT.
FIBER CEMENT PANEL RAINSCREEN WALL, SEE WALL SCHEDULE
NO SEALANT METAL FLASHING
DRIP EDGE MTL FLASHING
SEALANT EACH SIDE EXT. DOOR, SEE
SCHEDULE DOOR FRAME PREFINISHED MTL. COPING SINGLE-PLY ROOFING SYSTEM 6" 1/4" 1/4" 4" NOTE:
ASSEMBLY FASTENED w/ SCREWS
ANCHOR COPING AT MIDSPAN ONLY (2) LAYERS 3/4" GYP. BRD SHEATHING, SEE WALL SCHEDULE
LAP ROOFING UP AND OVER PARAPET TO FRONT PANEL SYSTEM WEATHER MEMBRANE
1/2" EXT. GRADE PLYWOOD
3/4" EXT. PLYWOOD w/ 1-3/8"x6" LONG ANCHOR BOLT @ 48" 0.C.
WOOD BLOCKING
FIBER CEMENT PANEL RAINSCREEN WALL, SEE WALL SCHEDULE
T/ PARAPET WALL
SEE WALL SECT.
T/ ROOF
SEE WALL SECT.
B/ CEILING
SEE WALL SECT.
Sample
set
PROJECT NUMBER SHEET NUMBER P R O JE C T /O W N E R IN F O R M A TIO N DATE SHEET NAME PROJECT TRACKINGChicago, Illinois
Interior Remodal and New Private Roof Terrace
Sample Commercial
08-R113
A6.1
09/24/08
DETAILS
1 1/2" = 1'-0"
3
COLUM CONNETION DETAIL
GREEN SCREEN DETAILS
1 1/2" = 1'-0"
4
DETAIL - CONCRETE PAVER LEVEL
CHANGE
3/4" = 1'-0"
2
DETAIL THROUGH BAR
3/4" = 1'-0"
1
DETAIL THROUGH GRILL
PARAPET GUARD RAIL
1 1/2" = 1'-0"
7
Drafting 1
1 1/2" = 1'-0"
8
Copy of Drafting 1
Drafting 2
#
Description
Date
5
6
A
B
C
1
A5.1
5.3
4'-6" 6'-8" 3'-0" 1 1/2" 4 1/2" 3" , TY P . 2" 1 1/ 2 " 6' -5 " 1 1/ 2 " 11" 10" 4'-6" 10" 10" 10" 10" 10" 10" 10" 10" 3'-0" 1 1/2" 3" 1 1/2" 3' -0 " 1 1/ 2 " 2" 1 1/ 2 " 3' -0 " 6 1/ 2 " 8' -0 " 4 1/2"RUN STRINGER CHANNEL PAST VERTICAL TUBE COLUMN AND WELD CONNECTION STEEL MC12x10.6 STRINGER,
EACH SIDE, FLANGE TURNED-OUT
11"
3x3x1/4" TS COLUMN, LANDING SUPPORT, HOLD TIGHT AGAINST EXT. WALL +/- 2" SPACE BETWEEN
CHANNEL STRINGER AND STONE VENEER WALL
8"
6'
-2
"
STEEL MC12x10.6 LANDING SUPPORT, FLANGE TURNED-OUT
HANDRAIL, EACH SIDE, SEE DETAIL
MEDIA CLOSET
N722
N722
4' -2 " 4'-6" 6" 3" +/- 3" STONE VENEER ON MTL STUD AND GYP. BRD FURRING, SEE MANUF. RECOMMENDED DETAILS FOR INSTALLATION +/- 3" STONE VENEER ON MTLSTUD AND GYP. BRD FURRING, SEE MANUF. RECOMMENDED DETAILS FOR INSTALLATION
UP 18R
4
A6.2
1/2x1/2" STEEL RAILING WELDED TO SUPPORTS MC12x10.06 STEEL STRINGER, EACH SIDE 1/2 x 1-1/2" STEEL BAR RAILING SUPPORTS WELDED TO STRINGER 3"x1-1/2" WD HANDRAIL, MATCH TREADS1/4" STL. BENT PLATE, TYP.
L ESS TH AN 4" 2 '-10" 1 1/2" LE SS TH AN 4" TREAD BRACKET NOTE:
- STEEL STAIR ASSEMBLY (STRINGER, SUPPORTS, TREAD AND RISER PAN, ETC.) BY STEEL STAIR MANUFACTURER
- ALL EXPOSED STEEL TO HAVE POWDER COAT PAINT, U.N.O.
2" WOOD TREAD, SECURE TO PLATE FROM BELOW 11" 1"
5
6 7
A
C
D
1
A5.1
5.3
DN 18R
3" 4'-5" 6'-8" 3'-0" 1 1/2" 3" 3 1/2" +/- 2" SPACE BETWEENCHANNEL STRINGER AND STONE VENEER WALL
STEEL MC12x10.6 LANDING SUPPORT, FLANGE TURNED-OUT
HANDRAIL, EACH SIDE, SEE DETAIL
+/- 3" STONE VENEER ON MTL STUD AND GYP. BRD FURRING, SEE MANUF. RECOMMENDED DETAILS FOR INSTALLATION +/- 3" STONE VENEER ON MTL
STUD AND GYP. BRD FURRING, SEE MANUF. RECOMMENDED DETAILS FOR INSTALLATION
R1-1
42" GUARD RAIL, SEE DETAIL
NO HANDRAIL
EDGE OF STAIR OPENING, SEE DETAIL
4
A6.2
T/ EXST'G ROOF
CONC. TOPPING
79'-0"
T/ EXST'G
PARAPET
82'-8"
T/ 7th FLR CONC.
TOPPING
68'-4"
5
6
7
B/ STAIR TOWER
CEILINGS
86'-9 3/4"
5.3
T/ NEW STAIR
WALL PARAPET
89'-0"
80'-0"
- SEE SCHEDULENEW EXTERIOR WALL, TYP. (UL# U490 - MIN. 3hr.) NEW 48x48" OUTSIDE CURB
DIMENSION PYRAMID SKYLIGHT BY "KALWALL"; COORDINATE CURB w/ SKYLIGHT MANUF. DTLS., TYP. NEW STAIR TOWER ROOF
(MIN. 2hr RATED - UL# P723) - (1) SINGLE-PLY ROOF MEMBRANE - MIN. 2" RIGID INSULATION, SLOPE 1/4"/FOOT TOWARDS EAST WALL - (1) 1/4" RECOVERY BOARD - (1) 1 1/2" MTL. DECK, SEE STRUCT. - 10" CFS MTL. JOIST, SEE STRUCT. - (1) 1-5/8" MTL FURRING CHANNEL - (1) 5/8" GYP. BRD. EXST'G CONC. PLANK TO REMAIN TO T H E B/ F IN ISH ED C E IL IN G 6' -9 3/ 4 " 1 8 '-5 3 /4" - SEE SCHEDULE EXST'G WALL, TYP.(UL# U490 - MIN. 3hr.)
NEW PRIVATE STAIR LANDING - (1) 3/4" FINISH FLOOR - (2) 3/8" SUBFLOOR - 1 1/2" MTL. DECK - 8" CFS MTL. JOIST - 5" COMPOSITE DECK, SEE STRUCT. DWGS
8"
NEW PRIVATE
STAIR
NR001
NEW COMP. DECK LANDING AND STEEL FRAMING, SEE STRUCT
NEW DECORATIVE MTL. STAIR, SEE PLAN & DETAILS
STONE VENEER WALL BEYONE 3' -6 "
A6.2
2
Sim
11 '-8 " 5 '-10"Sample
set
PROJECT NUMBER SHEET NUMBER P R O JE C T /O W N E R IN F O R M A TIO N DATE SHEET NAME PROJECT TRACKINGChicago, Illinois
Interior Remodal and New Private Roof Terrace
Sample Commercial
08-R113
A6.2
10/10/08
PRIVATE STAIR
DETAILS
1
ENLARGED PLAN - PRIVATE STAIR @
7th FLOOR
3/4" = 1'-0"
2
DETAIL - PRIVATE STAIR RAILING/
TREAD
3/4" = 1'-0"
3
ENLARGED PLAN - PRIVATE STAIR @
ROOF TERRACE
4
SECTION @ PRIVATE STAIR
2'-3" 2'-6" 4'-6" 4'-6" 4'-6" 2'-6" 2'-3" 1' -9 " 4 '-2 " 2' -1 " 2 '-1 " 4' -2 " 4 '-2 " 4' -7 " 5" ALUM. W-SECTION CL CL CL CL WEB 8" ALUM. W-SECTION w/ 5" FLANGE, TYP. TOP OF STAIR TOWER WALL BELOW CL 18'-6" 3'-3" CENTER OF COLUMN SUPPORTING W-SECTION
5
A7.1
3'-3" 25'-0" 5" ALUM. CHANNEL3
A7.1
CL CL CL CL CL CL 23'-0" CL WEB 23 '-0 " 4x6' "GREENSCREEN" TRELLIS PANELS BY OTHERS 5" ALUM. W-SECTION 5" ALUM. W-SECTION 5" CHANNEL 10" ALUM. W-SECTION w/ 6" FLANGEC
CL CL WEB 4'-2" 2'-1" 2'-1" 4'-2" 4'-2" 5" ALUM W-SECTION 3" "GREENSCREEN" TRELLIS PANELS BY OTHERS 8" ALUM. W-SECTION, TYP. 10" ALUM. W-SECTION w/ 6" FLANGE1/2" ALUM PLATE WELDED ON TOP OF 3" ALUM. PIPE COLUMN WELDED TO 1/2" ALUM PLATE WELDED TO THE TOP OF W-SECTION COLUMN 8" ALUM. W-SECTION COLUMN 6" MTL STUD BEARING WALL
A7.1
4
2 1/ 2 " 5 1/ 2 " 2'-6" 23'-0" CL CL CL WEB 5 1/ 2 " 2 1/ 2 " 2'-6" CL CL 1'-2 1/2" 8'-0" 9'-2 1/2" 5'-9 1/2"1/2" ALUM PLATE WELDED ON TOP OF 3" ALUM. PIPE COLUMN WELDED TO 1/2" ALUM PLATE ATTACHED TO 6" MTL. STUD BEARING WALL
3"
10"
7"
9'-2 1/2" 4 1/2"
# 5132A "GREENSCREEN" MOUNTING CLIP BY OTHER
STAINLESS STEEL SELF-TAPPING TEK SCREW 8" ALUM. W-SECTION BEAM 3" "GREENSCREEN" TRELLIS PANELS BY OTHER BOLTED CONNECTION 5" ALUM. W-SECTION BEAM 5" ALUM W-SECTION CL CL CL CL CL CL 4" 6" 2'-6" 8" ALUM W-SECTION w/ 5" FLANGE, TYP. 2'-6" 4'-6" 4'-6" 4'-6" 2'-6" 10" ALUM W-SECTION w/ 6" FLANGE 3'-3" 18'-6" 3'-3" 25'-0" 4" 6" 2'-6"
