4781_rev2_09-24-15_version_1_Version_1

4781_rev2_09-24-15_version_1_Version_1
CONSTRUCTION BULLETIN
311 Elm Street
Suite 600
Cincinnati OH 45202
513 241 3000
fax 513 241 5015
Project: Las Palmas
Project No: 029567.000 Bulletin No: 2
Topic:
Date:
Owner Comments
09/24/15
Sheet G-001

The drawing index has been updated with Rev. #2
Sheet A-131

In Rack fixtures have been removed from the plan.
Page 1 of 1
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GENERAL NOTES
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CLIENT
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27.
ALL WORK, MATERIALS, AND EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM PERIOD
OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. THE GC SHALL PROVIDE THE OWNER
WITH ALL EQUIPMENT MANUALS, WARRANTIES AND OPERATING INSTRUCTIONS UPON FINAL
ACCEPTANCE.
28. THE GC SHALL BE RESPONSIBLE FOR COORDINATING WITH OWNER ON ALL WORK TO BE
PERFORMED BY THE OWNER. ANY POTENTIAL CONFLICTS OR DELAYS CAUSED BY THE
OWNER'S SUBCONTRACTORS MUST BE DOCUMENTED IN WRITING TO THE PROJECT
MANAGER BEFORE THE DELAY IS ACTUALLY INCURRED FOR IT TO BE CONSIDERED.
OTHERWISE THE GC WILL BE RESPONSIBLE FOR MEETING THE SCHEDULE AS OUTLINED IN
THE CONTRACT...
G
29.
THE GC SHALL SUPPLY ALL MATERIALS, LABOR AND COORDINATION REQUIRED FOR THE
INSTALLATION OF ALL OWNER SUPPLIED ITEMS AS DESCRIBED IN THE DOCUMENTS.
30. THE GC IS RESPONSIBLE FOR ALL FLOOR AND WALL PENETRATIONS FOR ELECTRICAL AND
MECHANICAL WORK. ALL SUCH OPENINGS SHALL BE FRAMED AND REINFORCED.
31. THE GC SHALL CLEAN THE SITE OF ALL UNNECESSARY DEBRIS PRIOR TO STARTING
CONSTRUCTION, AND SHALL KEEP THE SITE NEAT AND CLEAN AT ALL TIMES. THE GC SHALL
CLEAN ALL DOORS, WINDOW GLASS, INTERIOR AND EXTERIOR WALLS, CEILING AND FLOORS,
AS WELL AS ALL INSTALLED ITEMS (FIXTURES & FURNITURE) BEFORE VACATING THE
PREMISES AND OWNER MOVE-IN.
32. ALL EXISTING FIREPROOFING TO BE MAINTAINED. DAMAGE OR REMOVAL OF FIREPROOFING
MUST BE REPAIRED OR REPLACED AT NO COST TO OWNER.
STORE #4781
Las Palmas Marketplace
1331 George Dieter Drive, Units 38-40, El Paso, TX 79936
BARRICADE:
Boston Barricade
Contact: Bill Bollinger
Email: [email protected]
Phone: 772.257.7170
MUSIC:
Mood Media
Contact: Brittany Lambertus
E-Mail:
EMS CONTRACTOR:
James Stover
Stover Electric, Inc.
469 Grinnel Ct.
Simi Valley, CA 93065
Phone: 805-581-0740
FIRE PROTECTION SYSTEM- REFER TO MECHANICAL SPECIFICATIONS.
1.
GC TO PROVIDE A COMPLETE FIRE PROTECTION SPRINKLER SYSTEM FOR ALL AREAS OF THE
SPACE. DRAWINGS SHALL BE PREPARED BY THE SPRINKLER CONTRACTOR WHO SHALL BE
RESPONSIBLE FOR COMPLIANCE WITH THE LOCAL AND STATE LAWS GOVERNING FIRE RATING
AND/OR INSPECTION BUREAU, N.F.P.A. AND INSURANCE ASSOCIATIONS. PREPARE SHOP
DRAWINGS AND OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION. GC SHALL
VISIT THE PROJECT SITE TO ASCERTAIN THE EXTENT AND LOCATION OF ALL EXISTING
SPRINKLER DROP LOCATIONS (IF ANY). RELOCATE AND/OR ADD SPRINKLER HEADS AS REQUIRED
TO PROVIDE A COMPLETE APPROVED SYSTEM. USE L.L. APPROVED SPRINKLER CONTRACTOR.
2.
PROJECT DATA
ALL SPRINKLER HEAD LOCATIONS AND ALL FEEDER PIPE LOCATIONS MUST BE COORDINATED
WITH THE MEP ENGINEER,PRIOR TO BEGINNING WORK. PROVIDE OWNER WITH SHOP DRAWINGS.
SPRINKLER HEAD FINISH SHALL BE SCREW-IN TYPE.
PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS.
BUILDING
4.
PROVIDE FIRE EXTINGUISHERS AND EXIT SIGNS IN TYPE, NUMBER AND LOCATION AS SHOWN.
MECHANICAL
5.
GC SHALL VERIFY, COORDINATE AND/OR PROVIDE ANY SMOKE DETECTION AND/OR FIRE ALARM
CONNECTORS AS SHOWN.
6.
DURING CONSTRUCTION THE GC IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING
OF NOT LESS THAN 2-A WITHIN (75 FT.) FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE
PROJECT ON EACH FLOOR.
2012 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL MECHANICAL CODE
ALL WOOD CONSTRUCTION IN CAVATIES SHALL BE FIRE RETARDANT TREATED.
8.
COORDINATE SPRINKLER DRAIN DOWN WITH LANDLORD AND CONTRACTOR.
2012 INTERNATIONAL FIRE CODE
FIRE PROTECTION
2012 TEXAS ACCESSIBILITY STANDARDS
ACCESSIBILITY
2012 INTERNATIONAL ENERGY CONSERVATION CODE
ENERGY
BUILDING INFO:
10.
11.
ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR BE FLAME PROOFED IN AN
APPROVED MANNER.
ALL REQUIRED EMERGENCY EXITS SHALL HAVE EXIT SIGNS WITH LETTERS SIX (6) INCHES HIGH
AND 3/4" WIDE IN CONTRASTING COLORS. SEE PLANS FOR LOCATIONS.
TYPE 2B, FULLY SPRINKLERED
OCCUPANCY GROUP:
M - MERCANTILE
GROSS LEASE AREA:
5,720 SQ. FT.
TOTAL OCCUPANT LOAD:
FIRE PROTECTION SYSTEMS, PLANS AND PERMIT BE PERMITED UNDER SEPERATE COVER.
1
DRAWING DESCRIPTION
2011 NATIONAL ELECTRICAL CODE
ELECTRICAL
CONSTRUCTION TYPE:
9.
DWG. NO.
2012 INTERNATIONAL PLUMBING CODE
PLUMBING
7.
DRAWING INDEX
APPLICABLE CODES:
3.
ARCHITECTURAL
G-001
COVER SHEET
G-002
RESPONSIBILITY SCHEDULE
D-101
DEMOLITION PLAN
D-102
DEMOLITION REFLECTED CEILING PLAN
SV-101
SITE VERIFICATION PLAN
A-101
CONSTRUCTION PLAN
A-111
REFLECTED CEILING PLAN
A-121
FINISH PLAN; ROOM FINISH SCHEDULE &
FINISH SCHEDULE
A-131
FIXTURE & EGRESS PLAN
A-201
INTERIOR ELEVATIONS
A-202
INTERIOR ELEVATIONS
A-301
STOREFRONT ELEVATION
A-302
STOREFRONT ELEVATION
July 31st, 2015
A-401
RESTROOM DETAILS
REVISIONS
A-501
DETAILS
1 Rev #1/Permit Response
A-502
DETAILS
2 Owner Comments
A-601
DOOR SCHEDULE & DETAILS
A-801
SPECIFICATIONS
A-802
SPECIFICATIONS
171 (SEE AREA CALCULATIONS BELOW)
EXIT REQUIREMENTS
(2) EXIT(S) REQUIRED; (2) PROVIDED
ACCESSIBLE PUBLIC
RESTROOM:
(2) PUBLIC ACCESSIBLE RESTROOMS REQUIRED; (2) PROVIDED
ACCESSIBLE EMPLOYEE
RESTROOM:
EMPLOYEES TO UTILIZE (2) PUBLIC RESTROOMS PROVIDED
AUTOMATIC SPRINKLER
SYSTEM:
YES, FULLY SPRINKLERED
HIGH HAZARD/GROUP A PLASTICS
HIGH PILE STORAGE AREA:
665 SQ. FT.
ISSUE INFORMATION
STRUCTURAL
S-1.0
GENERAL NOTES, EXISTING ROOF FRAMING
PLAN, SECTIONS & DETAILS
ELECTRICAL
E-001
ELECTRICAL SCHEDULES, ONE LINE
DIAGRAM, AND SPECIFCIATIONS
E-101
LIGHTING PLAN
E-201
POWER AND SYSTEMS PLAN
EM-101
ENERGY MANAGEMENT SYSTEMS PLAN
EM-201
ENERGY MANAGEMENT SYSTEM DETAILS
ST-1
STORE TECHNOLOGIES PLAN
ST-2
STORE TECHNOLOGIES DETAILS
FRCH / ARCHITECTURE, INC., P.C.
MECHANICAL
M-101
HVAC PLAN
M-201
HVAC SCHEDULES AND DETAILS
M-301
HVAC SPECIFICATIONS
PLUMBING
SYMBOL LEGEND
VICINITY MAP
LOCATION MAP
SECTION
SECTION NUMBER
SHEET NUMBER
P-101
PLUMBING PLAN
P-201
PLUMBING SPECIFICATIONS
AREA CALCULATIONS
S.F. BREAKDOWNS:
TOTAL SQ. FEET
OCCUPANT LOAD FACTOR
OCCUPANT LOAD
GROSS LEASEABLE SPACE:
PERIMETER LEASE LINE
5,720 SQ. FT.
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171
SALES AREA:
5,027 SQ. FT.
30 PER SQ. FT.
168
693 SQ. FT.
300 PER SQ. FT.
3
137'-0"
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KEY NOTE
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PROJECT SITE
GROUND LEVEL
TOILET FIXTURE
OR ACCESSORY
C
PROJECT INFORMATION
-
ELEVATION
ELEVATION NUMBER
SHEET NUMBER
A
D
1
101
Store #4781
NON-SALES: (INCLUDING
CORRIDOR, OFFICE &
RESTROOMS)
EQPT. NOTATION
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
B
-
C
DETAIL
DETAIL NUMBER
SHEET NUMBER
B
-
-
ROOM
-
LINEAR FRONTAGE:
STORE FRONTAGE FROM LEASE
LINE TO LEASE LINE
FINISH NOTATION
PROJECT #:
29567.000
-
SHEET INFORMATION
PARTITION TYPE
FLOOR COVERING DETAIL
DETAIL NUMBER
SHEET NUMBER
REVISION NUMBER
DRAWN BY:
E. Hiestand
HEIGHT
ROOM IDENTIFICATION
ROOM NUMBER
FINISH
REVIEWED BY:
R. Rink
CEILING HEIGHT /
FINISH TAG
SCALE:
As Noted
A
CLG. TYPE
-
AUTHORIZED FOR:
Landlord / Permit
DOOR NUMBER
PROJECT SITE
GROUND LEVEL
WINDOW TYPE
NORTH
G-001
NORTH
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OWNER-CONSTRUCTION
PROJECT MANAGER
Payless Shoesource
Contact: Marlene Conaway
Phone: 785.270.7813
F I R E D E P A R T M E N T N O T E S:
D
-
311 Elm St., Suite 600
Cincinnati, OH 45202
Contact: Eric Claus
Phone: 513.362.1376
Fax: 513.241.5152
E-Mail: [email protected]
MOBILE SHELVING:
Excaliber Shelving
Contact: Janet Nedder
Email: [email protected]
Phone: 508.278.2225
EMS CONTRACTOR:
Enis Pacavar
Sylvania Lighting Services
129 Portsmouth Ave.
Exeter, NH 03833
Phone: 879-395-1807
HOUR
HEIGHT
INSULATION
JOIST
LAVATORY
MAXIMUM
MANUFACTURER
MINIMUM
METAL
-
FRCH / Architecture, Inc., P.C.
ENERGY MANAGEMENT SYSTEM CONTRACTORS
E
HR.
HT.
INSUL.
JST.
LAV.
MAX.
MFG.
MIN.
MTL.
BUILDING DEPARTMENT:
El Paso Building Department
Attn: Mike Neligh
811 Texas Ave.
El Paso, TX 79901
Phone: 915.212.0104
ARCHITECT:
[email protected]
ALL DIMENSIONS CALLED OUT ARE TO BE
CONSIDERED 'HOLD' DIMENSIONS; UNLESS
OTHERWISE CALLED OUT AS '+ / -". GC IS TO
NOTIFY TENANTS CONSTRUCTION PROJECT
MANAGER OF ANY DIMENSIONAL ERROR.
TDLR #:
W.R.
STRUCTURAL:
Thorson Baker & Associates, Inc.
Contact: Nick Steinert
Phone: 513.579.8200
E-Mail:
E-Mail: [email protected]
MILLWORK CONTR.
NOT IN CONTRACT
ON CENTER
OPPOSITE
OVER
REQUIRED
RADIUS
SCHEDULED
SIMILAR
TYPICAL
UNLESS NOTED
OTHERWISE
VARIABLE AIR VOLUME
VERIFY IN FIELD
VERTICAL
WATER CLOSET
WOOD
WOOD INSTITUTE OF
CALIFORNIA
WATER RESISTANT
V.A.V.
V.I.F.
VERT.
WC.
WD.
W.I.C.
OWNER-STORE PLANNING
MANAGER
Payless Shoesource
Contact: Ray Stockman
Phone: 785.270.7854
SIGNAGE:
Walton
Contact: Pam Goldston
E-Mail: [email protected]
ABBREVIATIONS
F
M.E.P. ENGINEER:
Schnackel Engineers, Inc.
Contact: Matt Velder
Phone: 626.486.0246
E-Mail: [email protected]
HVAC UNIT:
Carrier
Contact: Robert Kline
NEW TENANT IMPROVEMENT OF AN EXISTING TENANT SPACE. WORK TO INCLUDE, BUT NOT LIMITED TO, THE COMPLETE BUILD-OUT OF THE SPACE, INTERIOR WALLS, FINISHED FLOORING, CEILING, LIGHTING, SPEAKER, FIXTURE INSTALLATION. SEE ENGINEERING DRAWINGS FOR SCOPE OF ELECTRICAL,
MECHANICAL, PLUMBING, AND STRUCTURAL WORK.
COMMODITY CLASSIFICATION:
MWC
N.I.C.
O.C.
OPP.
O/
REQ.
R
SCH.
SIM.
TYP.
U.N.O.
LANDLORD:
RioCan American Management, LP
Contact: Tyler Brown
Phone: 972.535.0434E-Mail:
[email protected]
VENDORS
SCOPE OF WORK
ALL CONTRACTORS SHALL BUILD FROM SETS
NOTED AS "CONSTRUCTION SET" ONLY, AND ONLY
FROM PLANS APPROVED BY LANDLORD & AHJ
PROJECT LOCATION:
Las Palmas Marketplace
1331 George Dieter Drive
Units 38-40
El Paso, TX 79936
2015
2.
18
REVISION #2 09.24.15
ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE REQUIRED GOVERNING AGENCIES
BEFORE BUILDINGS ARE OCCUPIED.
GC SHALL BE RESPONSIBLE FOR AND OBTAIN ALL INSPECTIONS AND LICENSES AND PAY
REQUIRED FEES.
GC SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL COMPLY WITH ALL
REQUIREMENTS.
DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED
DRAWINGS.
ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT
TO THE PROJECT MANAGER'S ATTENTION IMMEDIATELY.
GC SHALL INSPECT SITE & VERIFY FIELD DIMENSIONS BEFORE COMMENCING
CONSTRUCTION. NOTIFY ARCHITECT AND OWNER IMMEDIATELY IF THERE ARE ANY
SIGNIFICANT DISCREPANCIES.
DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXTERIOR MASONRY, CONCRETE COLUMN
OR GRID LINES AND FACE OF GYP. BD. UNLESS OTHERWISE NOTED OR DETAILED.
GRILLS, DIFFUSERS, METAL TRIM AND OTHER ACCESSORIES SHALL COME FACTORY
FINISHED. IF THEY COME OTHERWISE, GC TO VERIFY FINISH WITH PROJECT MANAGER.
GC SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING,
REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO
RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS
CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER. ALL
ROOF PATCHING AND REPAIRS SHALL RETURN AREA TO "LIKE NEW" CONDITION & SHALL BE
WATER TIGHT. ALL ROOF WORK MUST BE PERFORMED BY THE LANDLORD REQUIRED GC AT
TENANT EXPENSE.
GC SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. DISCREPANCIES, IF
ANY, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION BEFORE
PROCEEDING WITH THE WORK.
ALL REQUEST FOR CLARIFICATIONS MUST BE SUBMITTED TO THE BID ADMINISTRATOR FOR
APPROVAL DURING THE BIDDING PROCESS.
THE GC SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL AND STORAGE OF ANY AND ALL
SPECIFIED FINISH MATERIALS, EQUIPMENT, LIGHT FIXTURES AND ANY OTHER SUCH
MATERIAL(S) THAT THEY ARE RESPONSIBLE FOR PROVIDING TO BE UTILIZED ON THIS
PROJECT. THE GC SHALL NOTIFY THE OWNER & THE ARCHITECT IN WRITING WITHIN 48
HOURS OF DATE OF CONTRACT OF THOSE SPECIFIED ITEMS THAT MAY NOT BE READILY
AVAILABLE. IF NOTIFICATION IS NOT RECEIVED BY THE ARCHITECT & OWNER, THE GC
ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP OF SPECIFIED
ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL COST TO THE
OWNER, TO ASSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A
HARDSHIP ON THE OWNER & NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF
TIME TO THE CONTRACT WILL BE ALLOWED.
MECHANICAL CONTRACTOR SHALL VERIFY EXACT DIMENSIONS WITH EQUIPMENT
MANUFACTURERS. MECHANICAL CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS
OF DUCT OPENINGS BEFORE INSTALLATION AND VERIFY DISCREPANCIES WITH THE
PROJECT MANAGER, IF ANY.
FOR SIZE AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL DUCT WORK, REFER TO
MECHANICAL DRAWINGS.
ALL EXTERIOR WALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, COPING AND EXPANSION
JOINTS SHALL BE WATERPROOF.
CAULKING AND SEALANTS: ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE
BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED TO
LIMIT AIR LEAKAGE AND MEET CODE REQUIREMENT.
GC SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE
CONCLUSION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS
MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GC SHALL BE
RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER FURNISHED
ITEMS AND TRASH GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE
PROJECT.
SAFETY: ALL CONDUCT, WORK, EQUIPMENT AND MATERIALS SHALL BE IN FULL
ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES
AND AGENCIES HAVING JURISDICTION.
GC PROVIDED MATERIALS FOUND TO BE DEFECTIVE SHALL BE REMOVED AND REPLACED AT
NO ADDITIONAL COST TO THE OWNER.
WORK COMPLETED BY OTHERS SHALL BE PROTECTED. IF OTHER TRADES CAUSE ANY
DAMAGE IT IS THE RESPONSIBILITY OF THE GC AND THE SAID TRADE TO COORDINATE
REPAIRS WITH NO ADDITIONAL COST OR SCHEDULE CHANGES TO THE OWNER.
FOR THE PURPOSE OF BIDDING, PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE
USED SOLELY TO DESCRIBE THE STANDARD OF THE PROJECT OR THE COLOR OF THE
FINISH, UNLESS THE ITEMS OF WORK ARE EXPLICITLY NOTED AS NOT HAVING AN EQUAL.
THE GC SHALL REMEDY, WITHOUT COST TO THE OWNER, ANY DEFECTS DUE TO FAULTY
WORKMANSHIP.
THE GC IS RESPONSIBLE FOR ALL TEMPORARY POWER AS NECESSARY.
THE GC SHALL PROVIDE AN ON-SITE SUPERINTENDENT FOR THE DURATION OF THE
CONSTRUCTION PROJECT.
THE GC SHALL LEAVE NO GAPS AND FILL SOLID TO PIPING AND DUCTWORK TO MAINTAIN
THE STRUCTURAL INTEGRITY OF DEMISING WALLS AND MAINTAIN THE MINIMUM FIRE
RATING.
ALL PAINT SHALL BE AS SPECIFIED, FURNISHED, AND INSTALLED BY GC EXCEPT WHERE
OTHERWISE SPECIFIED TO BE BY FIXTURE CONTRACTOR OR OWNER.
17
PROJECT CONTACTS
A R C H I T E C T U R A L N O T E S:
1.
16
REVISION #1 09.21.15
2
LL/PERMIT - 07.31.15
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Responsibility Schedule
P
N
M
L
K
J
H
ISSUE INFORMATION
July 31st, 2015
G
REVISIONS
F
E
FRCH / ARCHITECTURE, INC., P.C.
PROJECT INFORMATION
C
Store #4781
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
PROJECT #:
29567.000
SHEET INFORMATION
B
DRAWN BY:
E. Hiestand
REVIEWED BY:
R. Rink
SCALE:
As Noted
A
G-002
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3
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6
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12
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15
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2015
AUTHORIZED FOR:
Landlord / Permit
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DEMOLITION LEGEND
1.
2.
3.
INDICATES EXISTING CONSTRUCTION TO BE DEMOLISHED/RELOCATED
ALL MATERIAL EXISTING OR NEW AND
UNUSED SHALL BE REMOVED FROM
ABOVE CEILING
N
4.
5.
6.
7.
8.
9.
10.
G.C. TO MAINTAIN ALL EXISTING
COLUMNS, BEAMS, WALL, AND
CEILING FIRE RATINGS WITH
PROPER MATERIALS.
ALL PENETRATIONS THROUGH
WALLS OR CEILINGS MUST BE
FIRE STOPPED
M
17
18
GENERAL NOTES
INDICATES EXISTING CONSTRUCTION TO REMAIN
P
16
11.
12.
13.
14.
15.
16.
17.
18.
L
DO NOT ABANDON ANY UTILITIES
OR MATERIALS WITHIN LEASE
SPACE. REMOVE BACK TO THE
SOURCE
K
J
H
19.
COORDINATE WITH M.E.P. DRAWINGS IF EXISTING EQUIPMENT IS TO REMAIN.
GENERAL CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ALL
DISCREPANCIES BEFORE PROCEEDING WITH WORK.
PREVENT MOVEMENT OR SETTLEMENT OF EXISTING STRUCTURE(S). PROVIDE AND PLACE
BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE.
ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY.
HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS AND DETERMINE WHETHER ANY
COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A.
STANDARDS) PRIOR TO DEMOLITION.
BURNING OF MATERIALS ON SITE IS NOT PERMITTED.
NO WORK IS TO BE PERFORMED OUTSIDE THE LEASE LINE AS DEFINED BY THE LANDLORD.
REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER.
TENANT IS RESPONSIBLE TO PROVIDE A CONSTRUCTION BARRICADE CONSISTING OF 3 5/8" METAL
STUDS, 5/8" TYPE 'X' GYP. BD. TAPED AND PAINTED AND 6" HIGH BROWN VINYL COVED BASE ON
MALL SIDE OF BARRICADE. TENANT TO COORDINATE BARRICADE AND BARRICADE GAPHICS WITH
OPERATIONS MANAGER. TENANT'S G.C. TO COORDINATE BARRICADE LOCATION WITH MALL
OPERATION MANAGER.
PLACE MARKERS TO INDICATE LOCATIONS OF DISCONNECTED SERVICES. IDENTIFY SERVICE
LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS.
CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS
TO BE ENDANGERED. TAKE ALL NECESSARY PRECAUTIONS TO PROPERLY SUPPORT THE
STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXTENT OF DEMOLITION WITH
THE OWNER AND THE LANDLORD AND BRING ANY DISCREPANCIES TO BOTH PARTIES ATTENTION
PRIOR TO FINALIZING THE BID AND COMMENCEMENT OF WORK.
A FIRE EXTINGUISHER MUST BE KEPT ON THE PREMISES AT ALL TIMES.
EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED.
IMMEDIATELY REMOVE FROM SITE.
PROVIDE TEMPORARY SERVICES AS NECESSARY FOR CONTINUOUS OPERATION FOR ALL
LIFE/SAFETY DEVICES.
WHERE THE EXISTING CONCRETE SLAB IS TO BE PATCHED AND REPAIRED, THE GENERAL
CONTRACTOR SHALL MAINTAIN THE EXISTING FIRE RATING OF THE EXISTING SLAB, PATCH WORK
TO BE STRUCTURALLY SOUND AND CAPABLE OF SUPPORTING LIVE LOADS FOR MERCANTILE
OCCUPANCIES AS PER LOCAL CODES AND JURISDICTION.
GENERAL CONTRACTOR TO COORDINATE ALL WORK BELOW SLAB WITH LANDLORD AND SHALL
PATCH & REPAIR ANY/ALL DAMAGE THAT MAY OCCUR DURING DEMOLITION WORK.
ARRANGE & PAY FOR DISCONNECTING, REMOVING & CAPPING UTILITY SERVICES WITHIN AREAS
OF DEMOLITION, DISCONNECT & STUB-OFF. NOTIFY AFFECTED UTILITY COMPANY & BUILDING
MANAGER IN ADVANCE & OBTAIN APPROVAL BEFORE STARTING THIS WORK.
DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK,
INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING
FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS. PHASE DEMOLITION IN ACCORDANCE
WITH CONSTRUCTION SCHEDULE.
G.C. TO COORDINATE ALL WORK BELOW SLAB W/ LL & SHALL PATCH & REPAIR ANY/ALL DAMAGE
THAT MAY OCCUR DURING DEMO WORK
KEY NOTES
1.
2.
LEASE LINE. VERIFY IN FIELD.
(E) DEMISING/EXTERIOR WALL TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION.
PATCH AND REPAIR AS REQUIRED TO MAINTAIN EXISTING FIRE RATING.
3. (E) FLOOR FINISHES TO BE REMOVED THROUGHOUT ENTIRE SPACE (U.N.O.). PREPARE (E)
SUBFLOOR TO ACCEPT NEW FINISHES.
4. (E) FIXTURES & SHELVING TO BE REMOVED THROUGHOUT ENTIRE SPACE (U.N.O.). PREP EXISTING
WALLS AS REQUIRED TO ACCEPT NEW FINISHES.
5. (E) DOOR TO BE REMOVED.
6. (E) WALL TO REMAIN. PROTECT DURING ALL PHASES OF CONSTRUCTION. PATCH AND REPAIR AS
REQUIRED
7. (E) GLASS STOREFRONT SYSTEM TO REMAIN. CLEAN TO LIKE NEW CONDITION.
8. (E) GLASS STOREFRONT DOORS TO BE REMOVED.
9. (E) ELEC. EQUIPMENT TO BE REMOVED.
10. (E) COLUMN TO REMAIN. PREP AS REQUIRED TO ACCEPT NEW FINISHES.
11. EXISTING ENTRY DOORS TO REMAIN. CLEAN TO LIKE NEW CONDITION.
12. HATCHED AREA INDICATES FLOOR TRENCHING FOR CASHWRAP AND CONDUIT TRENCHING.
COORDINATE WITH ELECTRICAL DRAWINGS. IN-FILL TRENCH AS REQUIRED TO MATCH EXISTING
SLAB CONDITION.
13. EXISTING MOP SINK TO REMAIN. CLEAN TO LIKE NEW CONDITION.
14. EXISTING ELECTRICAL EQPT. TO REMAIN.
15. (E) DOOR TO REMAIN. PREP TO RECEIVE NEW FINISHES.
16. (E) PLUMBING FIXTURES & TOILET ACCESSORIES TO BE REMOVED THROUGHOUT (U.N.O.). CAP
EXISTING PLUMBING LINE BACK TO SOURCE.
17. (E) PLUMBING FIXTURES & TOILET ACCESSORIES TO BE RELOCATED. REFER TO A-401: PLUMBING
DRAWINGS.
18. ALL EXISTING INTERIOR PARTITIONS TO BE REMOVED IN ITS ENTIRETY U.N.O.
19. EXISTING ELECTRICAL PANEL TO BE REMOVED.
20. EXISTING SUSPENDED TRANSFORMER TO BE REMOVED.
ISSUE INFORMATION
July 31st, 2015
G
REVISIONS
F
E
FRCH / ARCHITECTURE, INC., P.C.
PROJECT INFORMATION
C
Store #4781
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
PROJECT #:
29567.000
SHEET INFORMATION
B
DRAWN BY:
E. Hiestand
REVIEWED BY:
R. Rink
SCALE:
As Noted
A
D-101
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2015
AUTHORIZED FOR:
Landlord / Permit
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USER: EHIESTAND
USER: EHIESTAND
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DEMOLITION LEGEND
16
INDICATES EXISTING CONSTRUCTION TO REMAIN
INDICATES EXISTING CONSTRUCTION TO BE DEMOLISHED/RELOCATED
2.
3.
4.
ALL MATERIAL EXISTING OR NEW AND
UNUSED SHALL BE REMOVED FROM
ABOVE CEILING
N
G.C. TO MAINTAIN ALL EXISTING
COLUMNS, BEAMS, WALL, AND
CEILING FIRE RATINGS WITH
PROPER MATERIALS.
ALL PENETRATIONS THROUGH
WALLS OR CEILINGS MUST BE
FIRE STOPPED
M
18
GENERAL NOTES
1.
P
17
L
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
DO NOT ABANDON ANY UTILITIES
OR MATERIALS WITHIN LEASE
SPACE. REMOVE BACK TO THE
SOURCE.
18.
19.
K
IT IS THE INTENT OF THESE DRAWINGS THAT THE ENTIRE SPACE IS TO BE CLEARED OF ALL
PARTITIONS, FIXTURES, FINISHES, STOREFRONT AND SIGNAGE (U.O.N.) THE REMAINING SPACE
SHOULD CONSIST OF EXISTING PERIMETER WALLS, STRIPPED COLUMNS, CONCRETE FLOOR, AND
EXPOSED UNDERSIDE OF STRUCTURE (U.N.O.). COORDINATE WITH M.E.P. DRAWINGS IF EXISTING
EQUIPMENT IS TO REMAIN.
GENERAL CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ALL
DISCREPANCIES BEFORE PROCEEDING WITH WORK.
PREVENT MOVEMENT OR SETTLEMENT OF EXISTING STRUCTURE(S). PROVIDE AND PLACE
BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE.
ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY.
HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS AND DETERMINE WHETHER ANY
COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A.
STANDARDS) PRIOR TO DEMOLITION.
BURNING OF MATERIALS ON SITE IS NOT PERMITTED.
NO WORK IS TO BE PERFORMED OUTSIDE THE LEASE LINE AS DEFINED BY THE LANDLORD.
REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER.
TENANT IS RESPONSIBLE TO PROVIDE A CONSTRUCTION BARRICADE CONSISTING OF 3 5/8" METAL
STUDS, 5/8" TYPE 'X' GYP. BD. TAPED AND PAINTED AND 6" HIGH BROWN VINYL COVED BASE ON
MALL SIDE OF BARRICADE. TENANT TO COORDINATE BARRICADE AND BARRICADE GAPHICS WITH
OPERATIONS MANAGER. TENANT'S G.C. TO COORDINATE BARRICADE LOCATION WITH MALL
OPERATION MANAGER.
PLACE MARKERS TO INDICATE LOCATIONS OF DISCONNECTED SERVICES. IDENTIFY SERVICE
LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS.
CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS
TO BE ENDANGERED. TAKE ALL NECESSARY PRECAUTIONS TO PROPERLY SUPPORT THE
STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXTENT OF DEMOLITION WITH
THE OWNER AND THE LANDLORD AND BRING ANY DISCREPANCIES TO BOTH PARTIES ATTENTION
PRIOR TO FINALIZING THE BID AND COMMENCEMENT OF WORK.
A FIRE EXTINGUISHER MUST BE KEPT ON THE PREMISES AT ALL TIMES.
EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED.
IMMEDIATELY REMOVE FROM SITE.
PROVIDE TEMPORARY SERVICES AS NECESSARY FOR CONTINUOUS OPERATION FOR ALL
LIFE/SAFETY DEVICES.
WHERE THE EXISTING CONCRETE SLAB IS TO BE PATCHED AND REPAIRED, THE GENERAL
CONTRACTOR SHALL MAINTAIN THE EXISTING FIRE RATING OF THE EXISTING SLAB, PATCH WORK
TO BE STRUCTURALLY SOUND AND CAPABLE OF SUPPORTING LIVE LOADS FOR MERCANTILE
OCCUPANCIES AS PER LOCAL CODES AND JURISDICTION.
GENERAL CONTRACTOR TO COORDINATE ALL WORK BELOW SLAB WITH LANDLORD AND SHALL
PATCH & REPAIR ANY/ALL DAMAGE THAT MAY OCCUR DURING DEMOLITION WORK.
ARRANGE & PAY FOR DISCONNECTING, REMOVING & CAPPING UTILITY SERVICES WITHIN AREAS
OF DEMOLITION, DISCONNECT & STUB-OFF. NOTIFY AFFECTED UTILITY COMPANY & BUILDING
MANAGER IN ADVANCE & OBTAIN APPROVAL BEFORE STARTING THIS WORK.
DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK,
INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING
FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS. PHASE DEMOLITION IN ACCORDANCE
WITH CONSTRUCTION SCHEDULE.
G.C. TO COORDINATE ALL WORK BELOW SLAB W/ LL & SHALL PATCH & REPAIR ANY/ALL DAMAGE
THAT MAY OCCUR DURING DEMO WORK
KEY NOTES
1.
2.
3.
4.
5.
6.
7.
8.
J
9.
10.
LEASE LINE.
REFER TO MECHANICAL DRAWINGS FOR EXTENT OF DUCTWORK & HVAC EQPT. DEMOLITION.
ALL (E) CEILING ELEMENTS IN THIS AREA TO BE REMOVED (U.N.O).
(E) ACOUSTICAL CEILING SYSTEM TO BE REMOVED.
(E) LIGHT FIXTURES TO BE REMOVED THROUGHOUT ENTIRE SPACE (U.N.O.) RE-USE (E)
ELECTRICAL FEED IF POSSIBLE. REFER TO ELECTRICAL DRAWINGS.
(E) ACOUSTICAL CEILING GRID AND TILE TO REMAIN IN THIS AREA (U.N.O) REPLACE ANY DAMAGED
OR MISSING TILES WITH NEW.
NOT USED.
EXISTING ACOUSTICAL SYSTEM TO BE REMOVED TO NEW WALL LOCATION. COORDINATE WITH
SHEET A-101.
NOT USED.
EXISTING LIGHT FIXTURE TO REMAIN.
H
ISSUE INFORMATION
July 31st, 2015
G
REVISIONS
F
E
FRCH / ARCHITECTURE, INC., P.C.
PROJECT INFORMATION
C
Store #4781
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
PROJECT #:
29567.000
SHEET INFORMATION
B
DRAWN BY:
E. Hiestand
REVIEWED BY:
R. Rink
SCALE:
As Noted
A
D-102
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2
3
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6
7
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2015
AUTHORIZED FOR:
Landlord / Permit
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USER: EHIESTAND
USER: EHIESTAND
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D-102 D-102
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9
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G.C. TO CONFIRM ALL EXISTING SPACE DIMENSIONS ONCE MOBILIZED
ON SITE & PRIOR TO START OF CONSTRUCTION BUT AFTER DEMOLITION
IS COMPLETED (IF ANY). NOTE ACTUAL SITE DIMENSION ON SITE
VERIFICATION PLAN & PROVIDE TO OWNER CONSTRUCTION PROJECT
MANAGER
P
16
17
18
GENERAL NOTES
1.
2.
3.
4.
5.
6.
THIS SURVEY IS TO BE COMPLETED 24 HOURS AFTER DEMOLITION AND RETURNED TO THE
ARCHITECT AND PROJECT MANAGER BEFORE COMMENCING CONSTRUCTION.
PLEASE COMPLETE ALL DIMENSIONS INDICATED. PLEASE NOTE ALL DIMENSIONS SHOULD BE
CLEAR DIMENSIONS (FROM THE INSIDE OF ONE WALL, OR COLUMN, TO THE INSIDE OF ANOTHER). IF
WE REQUIRE DIMENSIONS CENTER TO CENTER, IT WILL BE SO NOTED.
ALL DIMENSIONS SHOULD READ 0'-0" TO THE CLOSEST 1/8".
THE EXISTING DRAWING IS TO BE USED AS A REFERENCE ONLY AND IS NOT TO BE ASSUMED
ACCURATE. PLEASE REVISED THEM AS ACTUAL SITE CONDITION.
VERIFY HEIGHT, CONFIGURATION AND LOCATION OF ALL EXISTING ABOVE CEILING ITEMS OR
UTILITIES TO REMAIN EITHER FOR LANDLORD USE OR TENANT REUSE. REFER TO KEY NOTES FOR
MORE INFORMATION.
GC TO INFORM ARCHITECT AND PROJECT MANAGER IMMEDIATELY OF ANY MAJOR OMISSIONS,
DIMENSION DIFFERENCES OR OTHER ITEMS THAT MAY CONFLICT WITH PROPOSED DESIGN.
N
KEY NOTES
1.
2.
3.
4.
5.
6.
7.
LEASE LINE.
BOTTOM OF DECK IN THE FRONT, MIDDLE AND REAR OF SPACE
BOTTOM OF INTERMEDIATE STRUCTURE IN THE FRONT, MIDDLE AND REAR OF SPACE
SIZE OF (E) COLUMN.
BOTTOM AND DIAMETER OF EXISTING FIRE SPRINKLER MAIN.
BOTTOM AND DIAMETER OF EXISTING ROOF DRAIN.
BOTTOM AND DIAMETER OF EXISTING WATER LINE.
M
L
51'-51 4" LL/LL
9'-10" LL/LL
25'-01 4" CL/LL
26'-5" LL/CL
K
1
9'-111 2" LL/LL
J
1
2
3
12'-117 8" CL/LL
H
6
5
ISSUE INFORMATION
July 31st, 2015
G
4
REVISIONS
2
5
2
71'-73 4" LL/LL
83'-9 1
8"
LL/LL
31'-91 2" CL/CL
1
F
3
3
1
E
2
3
FRCH / ARCHITECTURE, INC., P.C.
PROJECT INFORMATION
26'-101 2" LL/CL
C
7
Store #4781
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
PROJECT #:
29567.000
2
3
SHEET INFORMATION
6
B
Site Verification Plan
DRAWN BY:
E. Hiestand
1
REVIEWED BY:
R. Rink
80'-13 8" LL/LL
SCALE:
As Noted
A
Site Verification Plan
NORTH
SV-101
SCALE: 3/16" = 1'-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
2015
A1
SV-101
AUTHORIZED FOR:
Landlord / Permit
C
USER: EHIESTAND
USER: EHIESTAND
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PLOTTED:
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SV-101 SV-101
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WALL CONSTRUCTION LEGEND
P
1.
2.
WALL TYPE 'A1': (E) INTERIOR PARTITION AND FURRING TO
REMAIN. G.C. TO PATCH, REPAIR & REPLACE (E) GYP. BD.
AS REQ. TO APPLY NEW FINISHES.
WALL TYPE 'A2': (E) MASONRY WALL TO REMAIN.
3.
A2
WALL TYPE 'B': NEW INTERIOR PARTITION. (1) LAYER 5 8"
TYPE 'X' GYP. BD. (USE WATER RESISTANT GYP. BD. @ ALL
WET LOCATIONS) ON EA. SIDE OF 3 5 8" METAL STUDS @ 16"
O.C. EXTEND GYPSUM BOARD TO GYP. BD.CLG. OR TO 6"
ABOVE ACT CLG. PROVIDE SOUND BATT INSULATION OF 42
STC OR BETTER FROM FLOOR TO UNDERSIDE OF CEILING
AT RESTROOM WALLS ONLY.
N
B
B1
A15
4.
A-502
5.
6.
7.
WALL TYPE 'B1': NEW INTERIOR PARTITION. SIMILAR TO
WALL TYPE 'B' EXCEPT GYPSUM BOARD TO 13'-3" AFF. OR
TO BOTTOM OF VESTIBULE CEILING.
8.
M
C
C1
C2
C3
WALL TYPE 'C': NEW INTERIOR FURRING. 3 5 8" METAL STUDS
@ 16" O.C. w/ (1) LAYER 5 8" TYPE X GYP. BOARD (USE
WATER RESISTANT GYP. BD. @ ALL WET LOCATIONS) ON
FINISH SIDE. EXTEND METAL STUDS & GYP. BD. TO 6"
ABOVE CEILING.
A17
9.
A-502
10.
11.
L
WALL TYPE 'C1': NEW INTERIOR FULL HEIGHT FURRING.
SIMILAR TO WALL TYPE 'C' EXCEPT 6" METAL STUDS IN LIEU
OF 3 5 8" METAL STUDS.
12.
WALL TYPE 'C2': NEW INTERIOR FULL HEIGHT FURRING.
SIMILAR TO WALL TYPE 'C' EXCEPT 2 1/2" METAL STUDS IN
LIEU OF 3 5/8" METAL STUDS.
14.
13.
WALL TYPE 'C3': NEW INTERIOR FULL HEIGHT FURRING.
SIMILAR TO WALL 'C' EXCEPT 1 5/8" STUDS IN LIEU OF 3 5/8"
STUDS.
WALL TYPE 'D': NEW FULL HEIGHT WALL. 8" TYPE 'X' GYP.
BD. (USE WATER RESISTANT GYP. BD. @ ALL WET
LOCATIONS) ON BOTH SIDES OF 3 5 8" METAL STUDS @ 16"
O.C. EXTEND METAL STUDS TO DECK. EXTEND GYPSUM
BOARD TO 6" ABOVE ACT OR TO UNDERSIDE OF
STRUCTURE AT OPEN CEILING. PROVIDE SOUND BATT
INSULATION OF 42 STC OR BETTER FROM FLOOR TO
UNDERSIDE OF CEILING AT RESTROOM WALLS ONLY.
K
F
E15
A-502
F1
J
1.
2.
3.
WALL TYPE 'E': (1) LAYER 5 8" TYPE 'X' GYP. BD. ON EA. SIDE
OF EXISTING METAL STUDS. ADD STUD FRAMING AS
REQUIRED TO MAINTAIN 16" STUD SPACING.
E
THE GC SHALL VERIFY DIMENSIONS OF THE EXISTING SPACE & OF ANY EXISTING CONSTRUCTION
TO REMAIN BY ACTUAL MEASUREMENT BEFORE ANY WORK IS PERFORMED. IF MEASUREMENTS
DIFFER FROM DIMENSIONS INDICATED ON THESE PLANS, THE GC IS TO NOTIFY THE TENANT
IMMEDIATELY. THE GC IS RESPONSIBLE FOR CORRECTING ANY & ALL DISCREPANCIES AT NO
ADDITIONAL EXPENSE TO TENANT
THE GC SHALL PATCH & REPAIR ALL EXISTING SURFACES AS NECESSARY BEFORE APPLYING
NEW FINISHES. ALL SOFT, POROUS, FLAKING OR OTHERWISE DEFECTIVE FINISHES SHALL BE
REMOVED BEFORE APPLICATION OF NEW MATERIALS. OPENINGS, VOIDS, OR UNFINISHED
SURFACES CREATED BY REMOVAL OR MODIFICATION OF EXISTING WORK SHALL BE FILLED OR
PATCH & FINISHED AS NECESSARY TO MATCH EXISTING CONDITIONS FOR NEW FINISHES REQ.
SPECIFICALLY, FLOOR SURFACES AT ENTRY SHALL BE LEVELED TO ASSURE SMOOTH SURFACE
TRANSITION BETWEEN EXISTING & NEW FLOOR FINISH MATERIALS.
GC SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUCTURE ABOVE AND ALL
PENETRATIONS ARE SEALED TIGHT, AS REQUIRED BY LANDLORD AND SHALL PROVIDE ALL WORK
REQUIRED TO CORRECT DEFICIENT CONDITIONS
THE GC IS RESPONSIBLE TO MAINTAIN THE ARCHITECTURAL, STRUCTURAL AND FIRE RATING
INTEGRITY OF THE LANDLORD'S DEMISING WALLS, FLOOR SLAB, BEAMS, COLUMNS, ROOF DECK,
ETC.
ALL METAL STUDS ARE TO BE 20 GA. TYPICAL NON-LOAD BEARING PARTITIONS. SEE USG
STEEL-FRAMED DRYWALL SYSTEMS "LIMITING HEIGHT - STEEL STUD ASSEMBLIES" CHART. USE
THE L/240 ALLOWABLE DEFLECTION FIGURES ONLY
ALL GYPSUM BOARD TO BE 5/8" TYPE 'X' UNLESS NOTED OTHERWISE.
THE GC SHALL COORDINATE WORK OF VARIOUS TRADES IN INSTALLATION OF INTERRELATED
WORK. BEFORE INSTALLATION OR WORK BY ANY TRADE BEGINS, MAKE PROPER PROVISIONS TO
AVOID INTERFERENCES. THIS SHALL INCLUDE WORK BY ANY OF THE TENANTS
SUBCONTRACTORS AS WELL AS THOSE UNDER CONTRACT W/ THE GC
PROVIDE METAL OR F.R.T. WOOD BLOCKING FOR ALL SIGNS, HOOKS, TOILET ROOM
ACCESSORIES & ANY OTHER WALL MOUNTED EQUIPMENT. COORDINATE ALL BLOCKING
REQUIREMENTS NECESSARY FOR MILLWORK W/ MILLWORK.
ALL FRAMING LUMBER, PLYWOOD AND CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED
(F.R.T.) - NO WOOD IN CEILING PLENUM ABOVE SPRINKLER COVERAGE
DIMENSIONS ARE FROM FACE OF GYPSUM WALL BOARD OR CENTERLINE OF COLUMN. ALL
ELEVATIONS ARE FROM FINISH FLOOR ELEVATION
ALL INTERIOR FINISH & TRIM MATERIALS SHALL MEET APPLICABLE CODES FOR FLAME SPREAD
RATINGS
MINIMUM DIMENSION FROM ANY CORNER OR WALL TO FRAMING STUD AT DOOR JAMB OPENING
SHALL BE 4" (U.N.O.)
THE GC SHALL PROVIDE CAULK JOINTS WHERE GYP. BD. MEETS THE FLOOR OR ROOF DECK PACK FLUTES AT DECK AS REQUIRED
PROVIDE DRYWALL TRIM AT ALL EXPOSED EDGES AND CORNERS
KEY NOTES
5
D
18
GENERAL NOTES
WALL TYPE 'A': (E) DEMISING/EXTERIOR WALL TO REMAIN.
PATCH, REPAIR, & REPLACE (E) GYP. BD. AS REQ. TO
MAINTAIN EXISTING FIRE RATING AND TO APPLY NEW
FINISHES AS SCHEDULED. MAINTAIN EXISTING (1) HOUR
FIRE RATING PER UL#U465.
A1
A
17
E17
A-502
WALL TYPE 'F': NEW DEMISING WALL. 5 8" TYPE 'X' GYP. BD.
ON BOTH SIDES OF 3 5/8" METAL STUD FRAMING AT 16" O.C.
GYPSUM BOARD TO EXTEND TO UNDERSIDE OF DECK.
PROVIDE SOUND BATT INSULATION FROM FLOOR TO
UNDERSIDE OF DECK. FIRE RATED WALL PER UL #U465
J17
A-502
WALL TYPE 'F1': NEW DEMISING WALL. 5 8" TYPE 'X' GYP. BD.
ON BOTH SIDES OF 6" METAL STUD FRAMING AT 16" O.C.
GYPSUM BOARD TO EXTEND TO UNDERSIDE OF DECK.
PROVIDE SOUND BATT INSULATION FROM FLOOR TO
UNDERSIDE OF DECK. FIRE RATED WALL PER UL #U465
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
H
LEASE LINE. VERIFY IN FIELD.
(E) DEMISING / EXTERIOR WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED TO MAINTAIN
EXISTING FIRE RATING.
PROVIDE PORTABLE FIRE EXTINGUISHERS OF TYPE 2A 10BC FOR THIS ROOM. COORDINATE
EXACT LOCATION WITH OWNERS CONSTRUCTION PROJECT MANAGER AND LOCAL AUTHORITY
HAVING JURISDICTION.
NEW TELEPHONE BOARD - REFER TO ELECTRICAL DRAWINGS
REFER TO FIXTURE PLAN FOR ALL FIXTURE LOCATIONS AND BLOCKING REQUIREMENTS.
EXISTING STOREFRONT GLAZING SYSTEM TO REMAIN.
ELECTRICAL EQUIPMENT - REFER TO ELECTRICAL DRAWINGS.
(E) COLUMN TO REMAIN.
DRINKING FOUNTAIN. REFER TO DETAIL G1/A-401 FOR MOUNTING HEIGHT. REFER TO PLUMBING
DRAWINGS.
PROVIDE 2" x 2" x 96" CLEAR PLASTIC CORNER GUARD.
(E) MOP SINK TO REMAIN.
NEW LIGHTING CONTROL PANEL - REFER TO ELECTRICAL DRAWINGS.
NEW STOREFRONT GLAZING SYSTEM TO MATCH EXISTING.
ALIGN.
WHITE VINYL ON INSIDE AND GRAPHICS ON EXTERIOR OF EXISTING WINDOWS, TYP.
3 5/8" METAL STUDS FROM FLOOR TO UNDERSIDE OF EXISTING SOFFIT. 1 5/8" METAL STUDS
FROM TOP OF 3 5/8" STUDS TO UNDERSIDE OF EXISTING DECK. HOLD 1 5/8" STUDS TIGHT TO
EXISTING SOFFIT. 5/8" TYPE 'X' GYPE BD. FROM FLOOR TO UNDERSIDE OF DECK.
7/8" HAT CHANNELS FROM FLOOR TO DECK OF EXISTING WALL CONSTRUCTION. 5/8" TYPE 'X'
GYP BD. FROM FLOOR TO UNDERSIDE OF DECK.
1 5/8" METAL STUDS FROM FLOOR TO UNDERSIDE OF EXISTING SOFFIT. 7/8" HAT CHANNELS
FROM TOP OF 1 5/8" STUDS TO UNDERSIDE OF EXISTING DECK. HOLD HAT CHANNELS TIGHT TO
EXISTING SOFFIT. 5/8" TYPE 'X' GYP. BD. FROM FLOOR TO UNDERSIDE OF DECK.
INSTALL 5/8" TYPE 'X' GYP. BD. OF EXISTING WALL CONST. FROM FLOOR TO UNDERSIDE OF
DECK.
3 5/8" METAL STUDS FROM FLOOR TO UNDERSIDE OF EXISTING SOFFIT. 5/8" TYPE 'X' GYP. BD.
FROM FLOOR TO UNDERSIDE OF DECK. GYP. BD. TO BE APPLIED DIRECTLY TO EXISTING SOFFIT
CONST.
FIRE ALARM CONTROL PANEL-REFER TO ELECTRICAL DRAWINGS.
ISSUE INFORMATION
NOTE: ALL EXISTING WALLS TO REMAIN IN OPEN CEILING
AREAS ARE TO EXTEND TO DECK/STRUCTURE. G.C. TO
EXTEND STUD FRAMING AND GYPSUM BOARD TO
UNDERSIDE OF DECK/STRUCTURE IF NOT EXISTING.
ENSURE SMOOTH TRANSITION FROM EXISTING TO NEW.
FINISH GYPSUM BOARD AS REQUIRED TO ACCEPT NEW
WALL FINISHES.
G
July 31st, 2015
REVISIONS
F
E
FRCH / ARCHITECTURE, INC., P.C.
PROJECT INFORMATION
C
Store #4781
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
PROJECT #:
29567.000
SHEET INFORMATION
B
Construction Plan
DRAWN BY:
E. Hiestand
REVIEWED BY:
R. Rink
SCALE:
As Noted
A
A-101
1
2
3
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7
8
9
10
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14
15
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18
2015
AUTHORIZED FOR:
Landlord / Permit
C
USER: EHIESTAND
USER: EHIESTAND
PLOTTED:
PLOTTED:
7/31/20157/31/2015
- 4:39 PM- 4:39
P:\029000\029567.000\05Arch-IntDocs\A-101_29567.dwg
PM P:\029000\029567.000\05Arch-IntDocs\A-101_29567.dwg
LAYOUT:LAYOUT:
A-101 A-101
D
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
GENERAL NOTES
1.
P
2.
3.
4.
5.
6.
7.
8.
N
9.
10.
11.
12.
13.
16
17
18
SYMBOLS LEGEND - REFER TO ELEC. DWGS. FOR LIGHTING SPECIFICATIONS.
SYMBOL
ALL CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING OR LIGHT FIXTURE - TYP.
U.N.O.
THE GC SHALL SET ALL CEILING AND SOFFITS USING A LASER LEVEL TO ACHIEVE A CEILING THAT IS PLUMB, LEVEL
AND SQUARE TO ALL WALLS AND SOFFITS
LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED BY CEILING CONTRACTOR. ADDITIONAL HANGER
RODS AND SAFETY WIRES FOR LIGHT FIXTURES, DUCTWORK, SPEAKERS, ETC. TO BE THE RESPONSIBILITY OF THE
CEILING CONTRACTOR
THE GC TO VERIFY W/ LL, METHOD OF ATTACHMENT FOR ALL ITEMS ANCHORED TO, OR SUSPENDED FROM EXISTING
STRUCTURE
ARCH. DRAWINGS DETERMINE THE LOCATION OF LUMINAIRES & SUPERSEDE ALL OTHERS, TYP. U.N.O. - REFER TO
ELECT. DRAWINGS FOR EXACT FIXTURE TYPE & QUANTITIES PROVIDED
REFER TO MECHANICAL DRAWINGS FOR EXPOSED SUSPENDED MECHANICAL DUCTWORK DISTRIBUTION SYSTEM
PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS AND RELATED PERTINENT ITEMS NECESSARY TO
MAINTAIN SPECIFIC HEIGHTS ABOVE FINISH FLOOR
THE GC TO PROVIDE NECESSARY BLOCKING AND BRACING FOR FIXTURE INSTALLATION AND ALL ELECTRICAL
COMPONENTS TO COMPLETE THE FINAL INSTALLATION OF ALL FIXTURE - COORDINATE WITH FIXTURE SUPPLIER.
COORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD AND LANDLORD'S ROOF CONTRACTOR
COORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD AND LANDLORD'S ROOF CONTRACTOR
DIMENSIONS ARE FROM FACE OF GYP. BD. TYP, U.N.O.
COORDINATE ADDITIONAL CEILING ACCESS DOORS W/ PROJECT MANAGER AND AS REQUESTED BT LANDLORD TO
MAINTAIN ACCESS TO LANDLORD EQUIPMENT.
ALL RIGID CONDUIT AND JUNCTION BOXES TO BE RUN TIGHT TO DECK IN A CLEAN AND ORDERLY FASHION.
MARK
DESCRIPTION
OA
8'-0" LED - STEM & CANOPY MOUNTED. REFER TO DETAIL L1 AND G1
ON DRAWING SHEET A-501 FOR INSTALLATION DETAIL.
OA1
4'-0" LED - STEM & CANOPY MOUNTED. REFER TO DETAIL L1 AND G1
ON DRAWING SHEET A-501 FOR INSTALLATION DETAIL.
CA1
4'-0" LED - CHAIN HUNG
A1
SURFACE MOUNTED 4'-0" LED STRIP LIGHTS
F1
6" HALO RECESSED CAN LIGHT (NON-ADJUSTABLE)
C
SURFACE MOUNTED TRACK AND TRACK HEAD
C1
SUSPENDED TRACK AND TRACK HEAD
B1
SURFACE MOUNTED 4'-0" FLUORESCENT STRIP LIGHTS
W
FLUORESCENT WALL LIGHTER
KEY NOTES
M
1.
2.
NEW ACT CEILING, REFER TO H4/A-502 FOR INSTALLATION DETAIL.
(E) ACOUSTICAL CEILING GRID & TILE TO REMAIN IN THIS AREA. REPLACE MISSING OR DAMAGED TILES AS
REQUIRED.
3. BOTTOM OF TRACK TO BE MOUNTED AT 11'-0" AFF.
4. BOTTOM OF LIGHT FIXTURE TO BE MOUNTED AT 11'-0" AFF.
5.
ALL EXPOSED DUCTWORK, CEILING STRUCTURE, PIPING, UNISTRUT, HVAC GRILLES, SPRINKLER PIPING; ETC TO
BE PAINTED AS SCHEDULED.
6. LIGHT FIXTURE TO BE CHAIN HUNG @ 11'-0' AFF TO BOTTOM OF FIXTURE. CHAINS TO BE PROVIDED BY OWNER.
7.
ACT GRID TO BE CENTERED WITHIN SPACE.
8. SHOPPER TRAK SYSTEM SUSPENDED @ 11'-0" AFF - REFER TO ELECTRICAL DWGS.
9. SECURITY CAMERA - REFER TO ELECTRICAL DWGS. MOUNT BOTTOM @ 11'-0" A.F.F.
10. REFER TO DETAIL 'L1' & 'G1' ON SHEET A-501 FOR INSTALLATION DETAILS.
11. CENTER LIGHT WITHIN CEILING TILE.
12. BOTTOM OF EMERGENCY LIGHT TO BE MOUNTED AT 11'-0" AFF.
13. EXISTING GYP. BOARD SOFFIT
14. SURFACE MOUNT TRACK LIGHTS ON VERTICAL SOFFIT AT 12" ABOVE TOP OF WINDOW.
15. DUCTWORK. PREPARE AS REQUIRED TO ACCEPT PAINTED FINISHES. REFER TO MECHANICAL SHEETS.
16. CENTERLINE OF J-BOX.
17. NOT USED.
18. PROVIDE ACOUSTICAL CEILING TILE AND GRID TO MATCH EXISTING.
19. NOT USED.
20. US 48" LIGHT FIXTURES TO BE CENTERED ON THE WALL.
L
K
US-48"
US-48"A
CEILING MOUNTED
"
11
8'-0"
16
2'-0"
C1
24" x 24" PREMIUM A.C.T. LAY-IN CEILING
C2
(E) GYPSUM BOARD - PAINTED AS NOTED
C3
24" x 48" A.C.T. LAY-IN CEILING
C5
FIELD
ACP FINISH - REFER TO STOREFRONT SHEETS
C6
GYPSUM BOARD - PAINTED AS NOTED
"
LT1
CL
3
LT1
LT1
EQ.
SC
7'-31 4"
LT1
8'-3"
EQ.
3
LT1
C1
EQ.
C1
C1
LT1
C1
C1
4
3
LT1
LT1
PENDANT MOUNTED EMERGENCY LIGHT
DA
WALL MOUNTED EMERGENCY LIGHT
H
FAN/LIGHT COMBO
N
EXTERIOR LIGHT
EX
EXISTING LIGHT FIXTURE
3
LT1
7'-0"
C1
EQ.
EQ.
EQ.
EQ.
EQ.
C1
TYP.
TYP.
TYP.
TYP.
C1
3
LT1
LT1
LT1
TYP.
5'-0"
11"
D
LT1
C1
2'-5"
C1
US-48"
C1
C1
C
C
C
V.I.F.
US-48"
2'-7"
DA
D
D
C1 ---
14
C
LT1
2'-4"
C1
5'-1"
3'-10"
LT1
10
13
C
3
4
5'-0"
7"
2'-9"
8'-0"
D
TYP.
C
LT1
C
C1
US-48"
C1
7'-0"
9'-11"
C1
1'-11 4"
1'-6"
1 Rev #1/Permit Response
CL
CL
15
OA1
REVISIONS
9
12
4'-0"
5
C4
15
July 31st, 2015
SC
2'-6"
LT1
3
LT1
D
ISSUE INFORMATION
5'-0"
C1
7'-0"
C1
7'-0"
C1
5'-6"
D
1'-6"
C1
4'-8"
US-48"
C1
7'-0"
C1
1'-0"
LT1
6'-7"
G
18
D
1
LT1
C1
C1
3'-10"
E
HIGH-BAY LIGHT FIXTURE
C1
EQ.
F
1
C1
24'-3"
10
C1
LT1
C1
4
C1
C1
C1
C1
4
UNDER SHELF LED LIGHTING
8'-3"
C1
3'-
TYP.
TYP.
L5
0"
5'-
5'-0"
EQ.
SECURITY CAMERA
LT1
LT1
C1
3
EQ.
8'-3"
D
SC
CL
3
C1
5'-0"
EQ.
8
SHOPPER TRAK
C1
8'-3"
8'-3"
H
LT1
8'-3"
CL
C1
LT1
D
SC
C1
LT1
C1
-
EX
E
C1
LT1
5'-0"
EQ.
EQ.
EQ.
D
0"
2'-
0"
5'-
9
1
14
9
4'-23 4"
REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION
C
7'-0"
LT1
CL
EQ.
C
LT1
2'5"
CL
OA1
C
C
14
LT1
3
4"
1'-3"
5'-0"
CL
W
W
4'21
2"
W
CL
2'-0"
J
US-48"
2'-3"
US-48"
EXIT SIGN
MATERIAL
C4
0
2'-
8'-5"
E
WALL MOUNTED
CEILING FINISH KEY
TYPE
BARCO LINFAR T5 FLUORESCENT WALL MOUNTED SALES LIGHT:
TRANSLITE SONOMA
WALL MOUNTING: 6" ABOVE TOP OF FIXTURE WITH 24" STEMS REFER TO ELEVATIONS
BARCO LINFAR T5 FLUORESCENT WALL MOUNTED SALES LIGHT:
TRANSLITE SONOMA
CEILING MOUNTING: 9'-6" A.F.F. - STEM LENGTH AS REQUIRED TO
ACHIEVE NOTED MOUNTING HEIGHT WITH SC
D
TYP.
13
12
A1
20
4'-3"
8'-6"
8'-6"
7'-3"
9'-0"
8'-0"
8'-0"
FRCH / ARCHITECTURE, INC., P.C.
4'-1"
V.I.F.
18
C1 --15
21'-6"
D
15
V.I.F.
2
V.I.F.
16'-8"
1'-11"
EX - - 2
19'-10"
16'-5"
2'-8"
PROJECT INFORMATION
DA
C
D
E
D
1
1
7
D
D
DA
11
C3 CF-1
C1
TYP.
3
OA
OA
C1
7
11
1
11
3'-3"
7
4'-0"
H
1
OA
US-48"
C1
C1
3'-8"
PROJECT #:
29567.000
OA
SHEET INFORMATION
OA
C1
3'-6"
4'-8"
OA
OA1
H
10
3'-9"
3'-4"
4'-1"
EX
4
C1
15'-3"
10
DA
C1
3
4
DA
C1
3'-9"
E
EX. - - -
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
TYP.
E
B
Store #4781
1'-63 4"
5'-0"
3'-7"
US-48"
2
16
C3 CF-1
C3 CF-1
DRAWN BY:
E. Hiestand
20'-0"
REVIEWED BY:
R. Rink
SCALE:
As Noted
A
Reflected Ceiling Plan
NORTH
A-111
SCALE: 3/16" = 1'-0"
1
2
3
4
5
P:\029000\029567.000\05Arch-IntDocs\A-111_29567.dwg, 9/21/2015 3:11:20 PM, DWG To PDF.pc3
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2015
A1
A-111
AUTHORIZED FOR:
Landlord / Permit
C
USER: EHIESTAND
USER: EHIESTAND
PLOTTED:
PLOTTED:
9/21/20159/21/2015
- 3:11 PM- 3:11
P:\029000\029567.000\05Arch-IntDocs\A-111_29567.dwg
PM P:\029000\029567.000\05Arch-IntDocs\A-111_29567.dwg
LAYOUT:LAYOUT:
A-111 A-111
EX - - -
15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
FINISH SCHEDULE
TYPE
#
ETM-1
P
FLOOR FINISHES
FC-1
WALL FINISHES
BASE
FINISH
ES
N
PAINT
M
MISC.
FINISHES
CEILING FINISHES
L
K
16
17
18
GENERAL NOTES
DESCRIPTION
MANUFACTURER
SPECIFICATION
CONTACT
ENTRY FLOOR MAT
GRAND ENTRANCE MAT
STYLE: DESIGN STEP; TEXTURE: POWER POINT WALNUT; SIZE:
19-3/4"x19-3/4"x3/8"; USE MANUFACTURERS PRESSURE SENSITIVE
RELEASE ADHESIVE
OWNER
CARPET TILE
INTERFACE FLOOR
STYLE: PRIMARY STITCH 102416; COLOR: HEM/ACCENT; SIZE: 50cm
x 50cm x 1.8mm; (4-6 WEEKS LEAD TIME IF OUT OF STOCK)
OWNER
OWNER
XX XX INDICATES TYPICAL FINISHES WITHIN ROOM U.O.N.
ALL FLOOR COVERING MATERIALS TO BE INSTALLED PER MANUFACTURER'S STANDARD
DETAILS AND SPECIFICATIONS. VERIFY W/ MANUFACTURER PRIOR TO INSTALLATION.
ALL MATERIAL TRANSITIONS AT DOOR THRESHOLDS TO TAKE PLACE AT DOOR CENTERLINE
U.O.N.
ALL DIMENSIONS ARE TO CENTERLINE OF TRANSITION BETWEEN FLOORING MATERIALS OR
FINISH COLOR OF SAME MATERIAL. PLANS DO NOT SHOW ALL TILES OF SAME MATERIALS. GC
TO START TILES AT POINT AS INDICATED ON PLANS.
DOORS MUST REMAIN OPEN DURING ALL HOURS OF OPERATIONS.
1.
2.
3.
4.
5.
FC-2
VINYL FLOORING
LONSEAL
STYLE: LONZEBRA 68; COLOR: AFRICAN SUNSET; SIZE: 72"WIDE x
60'LONG x 2mm THICK; (6-8 WEEKS LEAD TIME IF OUT OF STOCK)
USE SPRAY-LOCK 3100 ADHESIVE.
FC-4
VINYL COMPOSITE TILE
ARMSTRONG
STYLE: #51911, COLOR: CLASSIC WHITE
GABRIELLA (212) 206-1730
FC-5
VINYL COMPOSITE TILE
ARMSTRONG
STYLE #51861; COLOR: SOFT WARM GRAY
GABRIELLA (212) 206-1730
SF-1
FLOOR PAINT
SHERWIN WILLIAMS
TRED PLEX FLOOR PAINT; COLOR: SW7655 STAMPED CONC.
RB-1
RESILIENT BASE
ROPPE
CONFIGURATION: COVED; COLOR: LIGHT BROWN #P147; HEIGHT: 4"
LOCAL MFG. REP.
RB-2
WOOD
---
1" x 8" WOOD BASE PAINTED P-1E
---
FRP-1
FIBERGLASS REINFORCED PANEL
MARLITE
STYLE: FRP-P100, COLOR: WHITE WITH EDGE TRIM
MARLITE
FRP-2
FIBERGLASS REINFORCED PANEL
MARLITE
SYTLE: C 100-G66, COLOR: WHITE WITH EDGE TRIM
MARLITE
ACP-1
ALUMINUM COMPOSITE PANELS
ALPOLIC
EWH WHITE CRV 90.01 3-EWH-35
1.
ACP-2
ALUMINUM COMPOSITE PANELS
ALPOLIC
PEX PEWTER METALLIC
2.
ACP-3
ALUMINUM COMPOSITE PANELS
ALPOLIC
PRISMATIC RED
P-1
TYPICAL PAINT
SHERWIN WILLIAMS
SW7006, EXTRA WHITE, EGGSHELL FINISH.
SHERWIN WILLIAMS
P-1E
PAINT AT BASE
SHERWIN WILLIAMS
PROMAR 200 PRE-CATALYZED LATEX EPOXY, COLOR: #SW 7006
EXTRA WHITE, EGGSHELL FINISH
SHERWIN WILLIAMS
P-1DFE
TYPICAL PAINT
SHERWIN WILLIAMS
DRYFALL PAINT; SWB48W50; FLAT WHITE (2) COATS
SHERWIN WILLIAMS
PO-1
TYPICAL PAINT
SHERWIN WILLIAMS
SW6635, DETERMINED ORANGE, EGGSHELL FINISH (ORANGE)
SHERWIN WILLIAMS
PO-2
TYPICAL PAINT
SHERWIN WILLIAMS
SW6634, COPPER HARBOR, EGGSHELL FINISH (ORANGE)
SHERWIN WILLIAMS
PO-3
TYPICAL PAINT
SHERWIN WILLIAMS
SW6633, INVENTIVE ORANGE, EGGSHELL FINISH (ORANGE)
SHERWIN WILLIAMS
PB-1
TYPICAL PAINT
SHERWIN WILLIAMS
SW6522, SPORTY BLUE, EGGSHELL FINISH (BLUE)
SHERWIN WILLIAMS
PB-2
TYPICAL PAINT
SHERWIN WILLIAMS
SW6521, NOTABLE HUE, EGGSHELL FINISH (BLUE)
SHERWIN WILLIAMS
PB-3
TYPICAL PAINT
SHERWIN WILLIAMS
SW6520, HONEST BLUE, EGGSHELL FINISH (BLUE)
SHERWIN WILLIAMS
CF-1
ACOUSTICAL CEILING TILE
ARMSTRONG
STYLE: FINE FISSURED, ITEM #1729, SIZE: 2' x 4' x 5/8", EDGE
PROFILE: SQUARE, COLOR: WHITE, HEAVY DUTY METAL
SUSPENSION SYSTEM
ARMSTRONG
CF-2
ACOUSTICAL CEILING TILE
ARMSTRONG
STYLE: FINE FISSURED, ITEM #1728, SIZE: 2' x 2' x 5/8", EDGE
PROFILE: SQUARE, COLOR: WHITE, HEAVY DUTY METAL
SUSPENSION SYSTEM
ARMSTRONG
PL-1
PLASTIC LAMINATE
FORMICA
STYLE: 5488-NT; COLOR: SMOKY BROWN PEAR
FORMICA
KEY NOTES
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF WALL BASE. NO WALL BASE SHALL BE
INSTALLED BEHIND WALL FIXTURES.
FRP WALL FINISH TO EXTEND FROM FLOOR BEHIND DRINKING FOUNTAIN TO 48" A.F.F.; PAINT
"P-1" ABOVE (ALL WALLS).
FLOORING TRANSITION STRIP PROVIDED BY G.C.
ALIGN FLOOR TRANSITION W/ FIXTURE.
USE SPRAY-LOCK 3100 ADHESIVE.
EXTENTS OF FRP WALL FINISH.
FRP WALL FINISH TO EXTEND FROM TOP OF MOP SINK TO 48" A.F.F. PAINT P-1 ABOVE.
FC-2 FLOORING MATERIAL SEAM.
INSTALLATION STARTING POINT FOR FC-2 FLOORING MATERIAL
SYMBOL INDICATES LONSEAL ROLL NUMBER.
NOT USED.
(E) THRESHOLD TO REMAIN.
DASHED LINE INDICATES PORTION OF LONSEAL TO BE CUT AND SALVAGED FOR
INSTALLATION AS NOTED.
FLOORING MATERIAL
QUANTITY COUNT:
ETM-1: 42 SQ FT
FC-1: 3,372 SQ FT
FC-2: 1,474 SQ FT
FC-5: 218 SQ FT
SF-1: 391 SQ FT
FLOOR FINISH PATTERN LEGEND
FC
1
CARPET TILE
FC
2
VINYL FLOORING
ROOM FINISH SCEDULE
RM. #
101
J
ETM 1
51'-5"
ROOM NAME
FLOOR
SALES AREA
FC-1 /
FC-2/ETM1
BASE
WALLS
REFER TO
INTERIOR
ELEVATIONS
CEILING
REMARKS
P-1DFE
PAINT (E) STRUCTURE,
DUCTWORK, CONDUIT,
ETC "P-1DFE"
HALLWAY
FC-5
RB-1
P-1 /FRP-1
CF-1
103
STOCKROOM
SF-1
RB-1
P-1 / FRP-1
EX
104
WOMEN'S
RESTROOM
FC-5
RB-1
PB-3/FRP-2
CF-1
'FRP-2' TO 48" w/ PAINTED
FINISH ABOVE
105
MEN'S
RESTROOM
FC-5
RB-1
PB-3/FRP-2
CF-1
'FRP-2' TO 48" w/ PAINTED
FINISH ABOVE
106
UTILITY ROOM
SF-1
RB-1
P-1 / FRP-1
EX
'FRP-1' TO 48" w/ PAINTED
FINISH ABOVE @ MOP
SINK
"
4
A- C4
60
1
6"
6'-
1b
3
VINYL FLOORING
GRAIN DIRECTION
FC
H
2
10
TYP.
5
SF
1
PAINTED FLOOR
ENTRY FLOOR MAT
6'-0"
TYP.
5
55'-6"
14'-9"
3
7"
6'-
8'-1 12 "
FC
ETM 1
54'-2"
4
4
VINYL COMPOSITE TILE
'FRP-1' TO 48" w/ PAINTED
FINISH ABOVE @
DRINKING FOUNTAIN
102
6
6'-
5
FC
8
TYP.
SALES AREA
101
1
ISSUE INFORMATION
2
July 31st, 2015
4
31'-6 1
2"
G
LONSEAL
CARPET
REVISIONS
1
4'-0"
25'-9 2"
1b
A4
A-601
TYP.
1a
9
4
LONSEAL
CARPET
13
PATTERN
1
PATTERN
31'-4 2"
PATTERN
F
PATTERN
PATTERN
PATTERN
FC
9'-10"
1
PATTERN
PATTERN
11'-51 2"
FC
E
1
PATTERN DETAIL
FRCH / ARCHITECTURE, INC., P.C.
STOCK ROOM
1
51'-91 2"
SF
17'-2"
2
FRP 1
C
PROJECT INFORMATION
A7
A-601
3
Store #4781
6
12
5'-0"
A1
A-601
FC
HALLWAY
A10
A-601
A1
A-601
102
3
UTILITY
ROOM
7
6
WOMEN'S
RESTROOM
105
2'-0"
104
FC
106
SF
3
PROJECT #:
29567.000
1'-5"
5
SHEET INFORMATION
7'-3"
FRP 1
B
MEN'S 3
RESTROOM
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
5
A7
A-601
FC
Finish Plan; Room
Finish Schedule; and Finish
Schedule
56'-01 2"
5
6
2'-0"
7'-6"
1
7'-6"
DRAWN BY:
E. Hiestand
REVIEWED BY:
R. Rink
SCALE:
As Noted
A
Finish Floor Plan
NORTH
A-121
SCALE: 3/16" = 1'-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
2015
A1
A-121
AUTHORIZED FOR:
Landlord / Permit
C
USER: EHIESTAND
USER: EHIESTAND
PLOTTED:
PLOTTED:
7/31/20157/31/2015
- 4:40 PM- 4:40
P:\029000\029567.000\05Arch-IntDocs\A-121_29567.dwg
PM P:\029000\029567.000\05Arch-IntDocs\A-121_29567.dwg
LAYOUT:LAYOUT:
A-121 A-121
31'-8"
D
24'-101 2"
25'-6"
103
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
GENERAL NOTES
1.
2.
3.
P
OPEN
4.
5.
G.C. TO VERIFY IN-WALL BLOCKING REQUIREMENTS FOR WALL FIXTURE INSTALLATION w/
FIXTURE VENDOR.
G.C. TO UNCRATE, ASSEMBLE AND PLACE ALL FLOOR FIXTURES.
G.C. TO MAINTAIN A MINIMUM CLEAR 36" AISLEWAY BETWEEN ALL FIXTURES AND / OR OTHER
OBSTRUCTIONS.
ALL FINISHES SHALL COMPLY w/ CLASS 'C' FLAME SPREAD REQUIREMENTS PER IFC SECTION
803, TABLE 803.5
MAINTAIN 44" MIN. EGRESS PATH
N/A
N
KEY NOTES
1.
2.
3.
4.
5.
6.
7.
8.
M
9.
10.
11.
12.
13.
14.
15.
16.
17.
L
ACCESSIBLE CASH WRAP & BACK WRAP COUNTER FURNISHED BY OWNER; INSTALLED BY G.C.;
REFER TO DETAIL L12/A-501. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL
REQUIREMENTS.
LOCKERS FURNISHED BY OWNER; INSTALLED BY G.C.
"NTE-N" NESTING TABLE UNIT FURNISHED BY OWNER; INSTALLED BY G.C.
STOCKROOM FIXTURES FURNISHED BY OWNER; INSTALLED BY G.C. REFER TO INTERIOR
ELEVATIONS FOR MOUNTING HEIGHTS.
1'-6" X 1'-6" X 9'-0" PREFABRICATED CORNER BOX FURNISHED BY OWNER; INSTALLED BY G.C.
DISPLAY FIXTURES FURNISHED BY OWNER; INSTALLED BY G.C.
'NTW-N' DISPLAY TABLE FURNISHED BY OWNER; INSTALLED BY G.C.
FIN END PANEL FURNISHED BY OWNER; INSTALLED BY G.C. - CUT NAILERS AT FIN LOCATIONS;
METAL LEG ON OPEN SIDE OF FIN END PANEL TO BE REMOVED. REFER TO DETAIL E10 &
E13/A-501.
END PANEL - PROVIDED BY OWNER; INSTALLED BY G.C.
END SITTING PLATFORM PROVIDED BY OWNER; INSTALLED BY G.C.
D-3 DISPLAY FIXTURE FURNISHED BY OWNER; INSTALLED BY G.C.
NeXTRAC IN LINE TABLE - PROVIDED BY OWNER; INSTALLED BY G.C.
END PANEL w/ MIRROR - PROVIDED BY OWNER; INSTALLED BY G.C.
DESK, FILE CABINET & COMPUTER STAND FURNISHED BY OWNER; INSTALLED BY G.C.
WALL DISPLAY PANELS FURNISHED BY OWNER; INSTALLED BY G.C. - PROVIDE F.R.T. 2X
BLOCKING AS REQUIRED FOR ATTACHMENT.
1 1 2" X 1 1 2" PAINT GRADE WOOD FILLER PROVIDED BY G.C.
ALIGN ENDS OF FIXTURES AS SHOWN.
K
8'-31 2"
8'-31 4"
2
17'-0"
(2) KIDS
S
12
N
ET
N
11
0"
4'-
D-3
5'-0"
6
5'-3"
-N
WOME
N
3
NT
E
H
D-3
-N
9
1
G-4
2
7
16
3'-0"
8
11
W
NT
15
4'-01 4"
J
1
TYP.
1
7'-
3
HOSIERY
9
-1
2
39'-2 1
"
TYP.
SD
REVISIONS
5"
HB
HB
E
4 VIA
TRAVEL DISTANCE: 109'-6"
6'-63 4"
A
A
NTE-N
CHAMPION STS
NTW-N
8
2 Owner Comments
FREEDOM FRAME
9'-81 2"
8
15
3
F
9
1 Rev #1/Permit Response
3'-
9
E
July 31st, 2015
6
9
HB
17
ISSUE INFORMATION
HB
9
G
SD
24'-8"
7'-11 4"
-1
.
G-4
5'-
IN
"M
21
44
2"
1 2"
SD-2
9
15
7
2
E
L DIST
8
22'-21 4"
D
T
6'-53 4"
6'-53 4"
2'-0"
2'-0"
6'-53 4"
2'-0"
6'-0"
2'-0"
6'-0"
2'-0"
6'-0"
2'-0"
6'-0"
PROJECT INFORMATION
1'-0"
27'-3"
B
A
Store #4781
3'-7"
9
13
9
1'-21 4"
17
8
3
NTE-N
CHAMPION
9
MENS
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
17
PROJECT #:
29567.000
13
TRAVEL DISTANCE: 81'-10"
8
15
8'-31 4"
26'-5"
Fixture & Egress Plan
8
(2) VIA
MENS STS
1'-6"
SHEET INFORMATION
5
1'-6"
5
10
1'-0"
B
8'-7"
10
6'-01 2"
10
6'-01 4"
13
1'-6"
18'-41 4"
1'-6"
DRAWN BY:
E. Hiestand
REVIEWED BY:
R. Rink
SCALE:
As Noted
A
Fixture Floor Plan
NORTH
A-131
SCALE: 3/16" = 1'-0"
2015
A1
A-131
AUTHORIZED FOR:
Landlord / Permit
C
USER: CBONIFAS
PLOTTED:
AM P:\029000\029567.000\05Arch-IntDocs\A-131_29567.dwg
USER: CBONIFAS
PLOTTED:
9/24/20159/24/2015
- 6:08 AM- 6:08
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LAYOUT:LAYOUT:
A-131 A-131
F
C
IN RACK
E
C
29'-7"
14
26'-71 4"
"
E
IN RACK
: 41'-9
MENS
TYP.
C
D
FRCH / ARCHITECTURE, INC., P.C.
9
E
4
ANCE
E
38'-3"
E
47'-21 2"
TRAVE
8
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
EXISTING STRUCTURE SLOPES
VERIFY IN FIELD.
N
PO
24'-0"
PB
15
18
1 x 8 WHITE PINE NAILER; PAINT TO MATCH ADJACENT SURFACE. REFER TO DETAIL E16 / A-501 FOR ATTACHMENT DETAILS.
1 x 2 WHITE PINE NAILER; PAINT TO MATCH ADJACENT SURFACE. REFER TO DETAIL E16 / A-501 FOR ATTACHMENT DETAILS.
1 x 10 WHITE PINE NAILER; PAINT TO MATCH ADJACENT SURFACE. REFER TO DETAIL E16 / A-501 FOR ATTACHMENT DETAILS.
PAINT WALL UP TO UNDERSIDE OF EXISTING STRUCTURE.
1 1 2" x 1 1 2" PAINT GRADE WOOD FILLER; PAINTED "P-1E"
PRE-FABRICATED CORNER BOX - FURNISHED BY OWNER, INSTALLED BY G.C.
FREEDOM FRAME FIXTURE FURNISHED BY OWNER; INSTALLED BY G.C.
PAINT LINE - ALIGN w/ BACK WRAP SIDE OF WOOD FILLER.
WALL MOUNTED LIGHT FIXTURE. REFER TO RCP.
(E) GLASS STOREFRONT SYSTEM. REFER TO STOREFRONT SHEETS.
BACK WRAP - FURNISHED BY OWNER, INSTALLED BY G.C.
EXIT SIGN - REFER TO RCP.
FIN END PANEL - FURNISHED BY OWNER, INSTALLED BY G.C.
GRAPHIC FRAMES FURNISHED BY OWNER; INSTALLED BY G.C.; PAINT WALL BEHIND POSTERS "P-1".
PAINT LINE.
DISPLAY PANEL - FURNISHED BY OWNER; INSTALLED BY G.C. TOP OF PANEL TO BE INSTALLED AT 9'-0" A.F.F.
PAINT LINE TO ALIGN WITH TOP OF WALL PANEL.
DANCING ICON WALL PAPER, INSTALLED BY SIGN VENDOR.
PAINT LINE - ALIGN w/ EDGE OF FIN END PANEL.
2
4
2
2'-6"
M
17
KEY NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
P
16
15
4
PB
2
PB
2
4
PB
3
PB
15
1
PB
TYP.
4
13
12
2
PB
4
13
13
1
2'-6"
TYP.
14'-5"
1
4
13
1
1
PB
2
EXIT
2
2
102a
2
K
K1
A-201
PB
6'-7" - TYP.
3'-9" - TYP.
1
6'-7" - TYP.
RB
3
FINISH FLOOR
0'-0"
PB
3'-9" - TYP.
6'-7" - TYP.
3
3'-9" - TYP.
10'-0"
2
12'-0"
6
L
3
2
PB
1
RB
1
Elevation
SCALE: 1/4" = 1'-0"
4
PO
2
PO
1
PB
J
4
3
2'-6"
10'-4"
PO
15
TYP.
PO
PO
9
4
19
6
3
2
PO
1
2
2
4
1
4
1
2'-6"
PB
19
6
15
1
13
3'-0"
TYP.
16
2
6'-7" - TYP.
3'-9" - TYP.
6'-7" - TYP.
3'-9" - TYP.
3
9'-6"
2
2
7
3
3
FINISH FLOOR
0'-0"
FINISH FLOOR
0'-0"
PO
2
RB
G
G1
A-201
8"
16
18
6'-7" - TYP.
13
3'-9" - TYP.
13
10'-0"
12'-0"
H
PO
1
1
RB
PB
1
ISSUE INFORMATION
2
RB
Elevation
G12
A-201
SCALE: 1/4" = 1'-0"
1
July 31st, 2015
REVISIONS
Elevation
SCALE: 1/4" = 1'-0"
15
15
TYP.
TYP.
16'-0"
PB
2'-6"
PB
15
TYP.
T.O. STOREFRONT
9'-11 1/2"
3
PB
2
15
3
TYP.
4
1
PB
10
10
10
10
9
6
1
1
13
10
10
10
2
4
10
13
13
12'-0"
E
2
16
16
3
FINISH FLOOR
0'-0"
FINISH FLOOR
0'-0"
RB
D
PB
1
1
RB
PB
1
2
RB
Elevation
D12
A-201
SCALE: 1/4" = 1'-0"
PO
1
Elevation
SCALE: 1/4" = 1'-0"
2
4
8'-9"
PROJECT INFORMATION
C
STOREFRONT BEND LINE
1
STOREFRONT BEND LINE
Store #4781
STOREFRONT BEND LINE
8
PO
PO
19
2
PO
3
4
10'-11 2"
EQ.
9
EQ.
16
16
A
A1
A-201
PROJECT #:
29567.000
10
14
10
10
10
10
3'-9" - TYP.
9'-6"
PO
1
10
10
SHEET INFORMATION
Interior & Storefront
Elevations
10
3
DRAWN BY:
E. Hiestand
11
REVIEWED BY:
R. Rink
FINISH FLOOR
0'-0"
PO
1
2
RB
RB
1
A9
A-201
SCALE: 1/4" = 1'-0"
2
3
4
5
101
SCALE:
As Noted
1
Elevation
1
4
T.O. STOREFRONT
9'-11 1/2"
FINISH FLOOR
0'-0"
RB
2
17
3'-0"
5
2
4
4
PO
2
6'-7" - TYP.
PO
13
EXIT
12
15
TYP.
1
B
2
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
6
7
8
AUTHORIZED FOR:
Landlord / Permit
Elevation
A-201
SCALE: 1/4" = 1'-0"
9
10
11
12
13
14
15
16
17
18
2015
PO
C
2'-6"
15
12'-0"
USER: EHIESTAND
USER: EHIESTAND
PLOTTED:
PLOTTED:
7/31/20157/31/2015
- 4:40 PM- 4:40
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LAYOUT:LAYOUT:
A-201 A-201
16
FRCH / ARCHITECTURE, INC., P.C.
6'-7" - TYP.
3'-9" - TYP.
16
D1
A-201
3
4
16'-0"
PB
PB
PB
9'-6"
BEND LINE
2'-6"
F
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
KEY NOTES
1.
2.
3.
4.
P
5.
6.
ELECTRICAL TRANSFORMER - REFER TO ELECTRICAL DRAWINGS.
EXIT SIGN - REFER TO RCP.
LOCKERS w/ COAT RACK- FURNISHED BY OWNER; INSTALLED BY G.C.
WALL SHELVING AND STANDARDS- FURNISHED BY OWNER; INSTALLED BY G.C. REFER TO DETAIL A7/A-501FOR SHELF
MOUNTING HEIGHTS.
PLYWOOD MOUNTING BOARD
DESK/FILE COMPUTER FIXTURE;FURNISHED BY OWNER, INSTALLED BY G.C.
N
M
L
K
J
H
ISSUE INFORMATION
B.O. ACT CEILING
13'-1"
July 31st, 2015
B.O. ACT CEILING
13'-1"
P
REVISIONS
1
P
2
1'-9"
TYP.
B.O. ACT CEILING
10'-11"
4
4
1
4
4
4
1'-9"
TYP.
G
4
2'-4"
TYP.
EXIT
F
2'-2"
TYP.
1'-4"
TYP.
7'-10" TYP.
2'-0"
TYP.
1
FINISH FLOOR
0'-0"
RB
FINISH FLOOR
0'-0"
103
1
RB
1
RB
1
RB
1
E
E1
A-202
Elevation
E5
A-202
SCALE: 1/4" = 1'-0"
Elevation
FRCH / ARCHITECTURE, INC., P.C.
SCALE: 1/4" = 1'-0"
PROJECT INFORMATION
B.O. ACT CEILING
13'-11"
B.O. ACT CEILING
13'-1"
Store #4781
4
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
1
P
4
4
1
4
4
B
2'-4"
TYP.
4
5
5
RB
SHEET INFORMATION
2'-0"
TYP.
Interior & Storefront
Elevations
1'-4"
TYP.
TO
HIGHEST
OPERABLE
PART
2'-2"
TYP.
4'-6"
FINISH FLOOR
0'-0"
TYP.
3
7'-107 8"
6
3
PROJECT #:
29567.000
1'-9"
TYP.
P
B.O. ACT CEILING
10'-11"
1'-9"
TYP.
DRAWN BY:
E. Hiestand
FINISH FLOOR
0'-0"
RB
1
1
RB
1
RB
REVIEWED BY:
R. Rink
1
SCALE:
As Noted
A
Elevation
A5
A-202
SCALE: 1/4" = 1'-0"
1
2
3
4
Elevation
A-202
SCALE: 1/4" = 1'-0"
5
6
7
8
9
10
11
12
13
14
15
16
17
18
2015
A1
A-202
AUTHORIZED FOR:
Landlord / Permit
C
C
4'-0"
B.O. LOCKER
USER: EHIESTAND
USER: EHIESTAND
PLOTTED:
PLOTTED:
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- 4:40 PM- 4:40
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LAYOUT:LAYOUT:
A-202 A-202
D
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
P
N
M
L
K
J
H
ISSUE INFORMATION
July 31st, 2015
G
REVISIONS
F
NEW STORE SIGNAGE; TENANT
G.C. TO PROVIDE F.R.T. WOOD
BLOCKING AS REQUIRED.
NEW STORE SIGNAGE; TENANT
G.C. TO PROVIDE F.R.T. WOOD
BLOCKING AS REQUIRED.
T.O. PARAPET
30'-4 1/2" A.F.F.
T.O. PARAPET
30'-4 1/2" A.F.F.
E
FRCH / ARCHITECTURE, INC., P.C.
BLACK LANDLORD
AWNING
PROJECT INFORMATION
BLACK LANDLORD
AWNING
C
B.O. COLONNADE SOFFIT
10'-1" A.F.F.
Store #4781
B.O. COLONNADE SOFFIT
10'-1" A.F.F.
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
PROJECT #:
29567.000
EXISTING
STOREFRONT
BEYOND, TYP.
SHEET INFORMATION
EXISTING STOREFRONT
BEYOND
FINISH FLOOR
0'-0"
Storefront Elevation
FINISH FLOOR
0'-0"
DRAWN BY:
E. Hiestand
WHITE VINYL ON INSIDE AND
GRAPHICS ON EXTERIOR OF
EXISTING WINDOWS BY SIGN
VENDOR, TYP.
A
A1
A-301
REVIEWED BY:
R. Rink
SCALE:
As Noted
Exterior Elevation
A12
A-301
SCALE: 1/4" = 1'-0"
1
2
3
4
5
6
7
8
9
10
11
AUTHORIZED FOR:
Landlord / Permit
Exterior Elevation
A-301
SCALE: 1/4" = 1'-0"
12
13
14
15
16
17
18
2015
B
EXISTING
STOREFRONT
BEYOND, TYP.
C
USER: EHIESTAND
USER: EHIESTAND
PLOTTED:
PLOTTED:
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- 4:40 PM- 4:40
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LAYOUT:LAYOUT:
A-301 A-301
D
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
P
N
M
L
K
T.O. PARAPET
25'-0" A.F.F.
T.O. PARAPET
20'-6" A.F.F.
J
EXISTING
COLONNADE
NEW STOREFRONT FRAMING
AND GLASS TO MATCH EXISTING
WHERE EXISTING ENTRY DOORS
HAVE BEEN REMOVED.
LANDLORD
AWNING
B.O. COLONNADE CEILING
12'-5" A.F.F.
H
B.O. AWNING
10'-1/4" A.F.F.
B.O. AWNING
9'-1" A.F.F.
LEASE LINE
LEASE LINE
ISSUE INFORMATION
G
EXISTING
STOREFRONT
TYP.
July 31st, 2015
REVISIONS
FINISH FLOOR
0'-0"
FINISH FLOOR
0'-0"
WHITE VINYL ON INSIDE AND
GRAPHICS ON EXTERIOR OF
EXISTING WINDOWS BY SIGN
VENDOR, TYP.
F
F1
A-302
E
WHITE VINYL ON INSIDE AND
GRAPHICS ON EXTERIOR OF
EXISTING WINDOWS BY SIGN
VENDOR, TYP.
Exterior Elevation
SCALE: 1/4" = 1'-0"
T.O. PARAPET
27'-9 1/2" A.F.F.
FRCH / ARCHITECTURE, INC., P.C.
T.O. PARAPET
270-6" A.F.F.
D
LEASE LINE
PROJECT INFORMATION
C
Store #4781
B.O. COLONNADE SOFFIT
10'-1" A.F.F.
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
PROJECT #:
29567.000
WHITE VINYL ON INSIDE AND
GRAPHICS ON EXTERIOR OF
EXISTING WINDOWS BY SIGN
VENDOR, TYP.
SHEET INFORMATION
B
Storefront Elevation
FINISH FLOOR
0'-0"
DRAWN BY:
E. Hiestand
A
A1
A-302
WHITE VINYL ON INSIDE AND
GRAPHICS ON EXTERIOR OF
EXISTING WINDOWS BY SIGN
VENDOR, TYP.
WHITE VINYL ON INSIDE AND
GRAPHICS ON EXTERIOR OF
EXISTING WINDOWS BY SIGN
VENDOR, TYP.
EXISTING STOREFRONT
TYP.
SCALE:
As Noted
AUTHORIZED FOR:
Landlord / Permit
Exterior Elevation
A-302
SCALE: 1/4" = 1'-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
2015
NEW STOREFRONT FRAMING
AND GLASS TO MATCH EXISTING
WHERE EXISTING ENTRY DOORS
HAVE BEEN REMOVED.
REVIEWED BY:
R. Rink
C
USER: EHIESTAND
USER: EHIESTAND
PLOTTED:
PLOTTED:
7/31/20157/31/2015
- 4:40 PM- 4:40
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LAYOUT:LAYOUT:
A-302 A-302
LEASE LINE
2
3
4
5
6
7
8
9
11
12
GENERAL CLEARANCE NOTES:
TOE CLEARANCE
GENERAL: SPACE BENEATH AN ELEMENT BETWEEN 9 INCHES ABOVE
THE FLOOR SHALL BE CONSIDERED TOE CLEARANCE MAXIMUM
DEPTH: TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES
MAXIMUM UNDER AN ELEMENT MINIMUM DEPTH: WHERE TOE
CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A
CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17 INCHES
MINIMUM BENEATH THE ELEMENT
FLUSH HANDLE OF WATER
CLOSET SHALL BE LOCATED
ON OPEN SIDE
P
10
TA-7
13
1'-0"
6"
8"
MAX. MIN.
17" MIN
M
M1
A-401
7"-9"
TA-5
48" MAX
TA-6
TA-8
48"-60"
MIN.
48"
TO C/L OF HIGHEST
OPERABLE PART
MIN
121"
TA-4
48"
TO C/L OF HIGHEST
OPERABLE PART
TA-11
12" MIN.
15" MIN.
TA-8
24" MIN.
17" MIN.
19" MAX.
TA-6
36" GRAB BAR
33" MIN. - 36" MAX.
TOP OF GRIPPING SURFACE
33" MIN. - 36" MAX.
TOP OF GRIPPING SURFACE
17" MIN.
19" MAX.
REFER TO PLAN
40" MAX TO BOTTOM
OF REFLECTIVE SURFACE
9"
MIN.
34" MAX
29" MIN
27" MIN.
40" MAX TO BOTTOM
OF REFLECTIVE SURFACE
TA-9
TA-5
33" MIN. - 36" MAX.
TOP OF GRIPPING SURFACE
39" MIN. - 41" MAX.
TA-9
N
42" GRAB BAR
48" MAX
12"
MAX.
15" MIN.
TA-4
18"
GRAB BAR
54" MIN.
C/L
KNEE CLEARANCE
GENERAL: IS SPACE BENEATH AN ELEMENT BETWEEN 9 INCHES AND
27 INCHES ABOVE THE FLOOR SHALL BE CONSIDERED KNEE
CLEARANCE MAXIMUM DEPTH: KNEE CLEARANCE SHALL BE
PERMITTED TO EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT
9 INCHES ABOVE THE FLOOR MINIMUM DEPTH: WHERE KNEE
CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A
CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES
MINIMUM IN DEPTH AT 9 INCHES ABOVE THE FLOOR, AND 8 INCHES
MINIMUM IN DEPTH AT 27 INCHES ABOVE THE FLOOR
TA-13
TA-3
15
16
17
18
1'-0"
TA-7
39" MIN. - 41" MAX.
14
DOOR SIGNAGE NOTES:
1.
LETTERS & NUMBERS SHALL BE RAISED 1 32" , UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE SHALL BE ACCOMPANIED
W/ GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5 8" HIGH, BUT NO HIGHER THAN 2". PICTOGRAMS SHALL
BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAMS. THE
BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6" MIN. IN HEIGHT.
2. GRAPHIC SYMBOLS ARE TO BE CENTERED ON THE DOOR 5'-0" ABOVE FLOOR FINISH AND ARE TO BE DISTINCTLY
DIFFERENT FROM THE DOOR IN
COLOR/CONTRAST
3. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF
1/8 INCH (3.2MM).
4. PROVIDED BY LL G.C.
C/L
48"-60"
MIN.
1
ADA TOILET ROOM PERMANENT WALL SIGNAGE
GENERAL NOTE: ADA TOILET ROOM PERMANENT SIGNS SHALL BE INSTALLED ON WALL ON LATCH SIDE OF DOOR ON EXTERIOR
AT +60" TO THE CENTERLINE OF THE SIGN. SIGN SHALL CONTAIN 5/8" UPPER CASE 1/32" RAISED SANS-SERIF CHARACTERS W/
CORRESPONDING GRADE 2 BRAILLE. 6" MIN. HIGH PICTOGRAM SHALL BE PLACED DIRECTLY BELOW. SIGNAGE SHALL BE
LOCATED ADJACENT TO THE DOOR ON THE
LATCH SIDE TO ALLOW APPROACH WITHIN 3" OF SIGNAGE WITHOUT
PROTRUDING OBJECTS. INSTALL THESE SIGNS IN ALL LOCATIONS.
RESTROOM DOOR
RESTROOM DOOR
16" - 18"
Toilet Room Accessibility Details
M12
A-401
SCALE: 1/2" = 1'-0"
Restroom ADA Signage
SCALE: 1/2" = 1'-0"
Toilet Accessory Schedule
FINISH CEILING
REFER TO RCP
MARK
QTY.
SUPPLIED BY
INSTALLED BY
REMARK
TA-1
1
DRINKING FOUNTAINS; - REFER TO DETAIL G1 / A-401.
G.C.
G.C.
2
TA-2
1
(N) WATER CLOSET REFER TO PLUMBING DRAWINGS.
G.C.
G.C.
2
TA-3
2
18" H.C. VERTICAL GRAB BAR. BOBRICK #B-6800x18
G.C.
G.C.
1,4
TA-4
2
36" H.C. GRAB BAR: EXISTING TO BE RELOCATED.
---
G.C
4
TA-5
2
42" H.C GRAB BAR: EXISTING TO BE RELOCATED
---
G.C
1,4
TA-6
2
TOILET TISSUE HOLDER; SAN JAMAR- DUETT STANDARD TISSUE DISPENSER; PRODUCT:3500TBK
OWNER
G.C.
4
TA-7
2
MIRROR. EXISTING TO BE RELOCATED
---
G.C
4
TA-8
2
WATER CLOSET - EXISTING TO BE RELOCATED
---
G.C
2,4
TA-9
2
WALL MOUNTED LAVATORY - EXISTING TO BE RELOCATED
---
G.C
2,3,4
TA-10
1
MOP SINK-EXISTING TO REMAIN.
---
---
---
TA-11
2
PAPER TOWEL DISPENSER: KIMBERLY CLARK PROFESSIONAL "SCOTTFOLD" COMPACT TOWEL DISPENSER; COLOR:
SMOKE
OWNER
G.C.
4
TA-12
6
36"L x 12"D SHELVES w/ 48" STANDARDS
G.C.
G.C.
-
TA-13
2
SOAP DISPENSER: GOJO ADX-7 MANUAL SOAP DISPENSER
OWNER
G.C.
4
DESCRIPTION
L
NOTE: WATERPROOF MEMBRANE
TO EXTEND UP THE WALL UNDER
BASE. TYP.
K
FINISH FLOOR
0'-0"
REMARKS
J
J1
A-401
Restroom Elevations
ELEVATION 'A'
ELEVATION 'B'
ELEVATION 'C'
1. 1-1/2" STAINLESS STEEL GRAB BAR WITH 1-1/2" CLEARANCE BETWEEN GRAB BAR AND WALL SURFACE. PROVIDE BLOCKING AS REQUIRED FOR A SAFE AND SOLID MOUNTING.
ELEVATION 'D'
2. REFER TO PLUMBING DRAWINGS
3. PROVIDE TRAP WRAP FOR DRAIN PIPES AND INSULATE THE HOT AND COLD WATER LINES
SCALE: 1/2" = 1'-0"
4. REFER TO TOILET ROOM ACCESSIBILITY DETAILS AND ENLARGED TOILET ROOM PLAN FOR MOUNTING LOCATIONS AND HEIGHTS.
SCHEDULED HILO DRINKING
FOUNTAIN - REFER TO
PLUMBING DRAWINGS
42" MAX TO T.O. BUBBLER
27" MIN. CLEAR
T.O. BOTTOM
27" MIN. TO B.O.
CANE TOUCH APRON
CANE TOUCH APRON
INSTALLED ON "HIGH"
DRINKING FOUNTAIN
36" MAX TO T.O. BUBBLER
H
ISSUE INFORMATION
July 31st, 2015
G
REVISIONS
G1
Hi/Lo Drinking Fountains
SCALE:
3/4" = 1'-0"
F
E
FRCH / ARCHITECTURE, INC., P.C.
TA-1
1
3'-1 2"
REFER TO DETAIL
G1/A-401 FOR
MOUNTING HEIGHT.
WALL SIGNAGE - REFER
TO M12 / A-401
D
WALL SIGNAGE REFER TO M12 /
A-401
105
104
60" MIN.
A
D
C
TA-11
J1
A-401
B
D
C
56" MIN.
56" MIN.
TA-13
TA-7
2'-0"
TA-8
2'-0"
B
TA-11
TA-10
TA-4
TA-9
TA-8
TA-9
Store #4781
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
PROJECT #:
29567.000
TA-4
SHEET INFORMATION
10"
B
J1
A-401
C
TA-13
TA-7
PROJECT INFORMATION
A
REFER TO CONSTRUCTION PLAN
106
10"
1'-73 4"
Restroom Details
1'-73 4"
REFER TO CONSTRUCTION PLAN
REFER TO CONSTRUCTION PLAN
DRAWN BY:
E. Hiestand
REVIEWED BY:
R. Rink
SCALE:
As Noted
A
1
2
3
4
5
6
7
8
9
10
11
Enlarged Restroom Plan
A-401
SCALE: 1/2" = 1'-0"
12
13
14
15
16
17
18
2015
A12
A-401
AUTHORIZED FOR:
Landlord / Permit
C
USER:
USER: EHIESTAND
PLOTTED:
PLOTTED:
7/31/2015
--4:40
P:\029000\029567.000\05Arch-IntDocs\A-401_29567.dwg
PM P:\029000\029567.000\05Arch-IntDocs\A-401_29567.dwg
LAYOUT:
A-401
USER: EHIESTAND
EHIESTAND
PLOTTED:
7/31/20157/31/2015
4:40PM
PM- 4:40
P:\029000\029567.000\05Arch-IntDocs\A-401_29567.dwg
LAYOUT:LAYOUT:
A-401 A-401
60" MIN.
1
2
3
4
5
VARIES
12"
MAX
6
7
8
9
10
11
12
13
14
15
16
17
18
12"
MAX
NOTE:
FURNISHED BY OWNER,
INSTALLED BY GC
P
30" X 48"
CLEAR FLOOR
SPACE
EXISTING STRUCTURE
- CONDITIONS MAY
VARY; TYP.
CUSTOMER SIDE
3'-0"
B.O. EXISTING BEAM / JOIST
VARIES
L12-1
UNISTRUT P1000 (USE (2)
P1000 WHEN JOIST / BEAM
SPAN EXCEEDS 10'-0")
JUNCTION BOX - ATTACH
TO UNISTRUT
UNISTRUT P2785 BEAM
CLAMP
EMPLOYEE SIDE
3'-0"
L12-2
THIS DETAIL SHALL BE USED IF THE BOTTOM OF
THE EXISTING BEAM / JOISTS ARE AT 15'-0" A.F.F.
AT ITS HIGHEST POINT OR LOWER. IF THE
BOTTOM OF THE JOISTS ARE ABOVE 15'-0" A.F.F,
PLEASE REFERENCE DETAIL G1/ A-501
M
A-501
UNISTRUT P2785 BEAM
CLAMP
A-501
STEM & CANOPY MOUNT KIT PROVIDED
AT A 48" LENGTH w/ LIGHTING FIXTURE.
CUT TO LENGTH IN FIELD AS REQUIRED
FOR SITE CONDITIONS AND RE-THREAD
AS REQUIRED.
2'-10"
TYPE OA OR OA1 LIGHT
FIXTURE - REFER TO
REFLECTED CEILING PLAN
B.O. LIGHT FIXTURE
11'-0" AFF
L
2'-10"
N
1 SIDE ELEVATION
L1
SCALE:
1" = 1'-0"
Light Fixture OA / OA1 Installation Detail
Use for Bottom Elevation of Joists / Beams @ 15'-0" or Less
VARIES
12"
MAX
L12
2 EMPLOYEE SIDE ELEVATION
Accessible Transaction Counter Detail
SCALE:
1/2" = 1'-0"
12"
MAX
K
EXISTING STRUCTURE
- CONDITIONS MAY
VARY; TYP.
(2) HEX NUTS 9EACH)
J
UNISTRUT P2824 BEAM
CLAMP
VARIES PER
SITE CONDITIONS
B.O. EXISTING BEAM / JOIST
VARIES
1/2" DIA. THREADED ROD
UNISTRUT P1000 (USE (2)
P1000 WHEN JOIST / BEAM
SPAN EXCEEDS 10'-0")
B.O. UNISTRTUT
15'-0" A.F.F. OR LESS
(2) HEX NUTS (EACH); ONE
HEX NUT INSIDE OF UNISTRUT
CHANNEL
H
WOOD STUDS - REFER TO
WALL TYPES
(2) HEX NUTS (EACH); ONE
HEX NUT INSIDE OF UNISTRUT
CHANNEL
THIS DETAIL SHALL BE USED IF THE BOTTOM OF
THE EXISTING BEAM / JOISTS ARE AT 15'-1" A.F.F.
AT ITS LOWEST POINT OR HIGHER. IF THE
BOTTOM OF THE JOISTS ARE BELOW 15'-1" A.F.F,
PLEASE REFERENCE DETAIL L1 / A-501
JUNCTION BOX - ATTACH
TO UNISTRUT
1x WOOD NAILER
12d COMMON NAILS (TWO
PER STUD); 3 1 4" IN
LENGTH (MIN.)
STEM & CANOPY MOUNT KIT PROVIDED
AT A 48" LENGTH w/ LIGHTING FIXTURE.
CUT TO LENGTH IN FIELD AS REQUIRED
FOR SITE CONDITIONS AND RE-THREAD
AS REQUIRED.
TYPE OA OR OA1 LIGHT
FIXTURE - REFER TO
REFLECTED CEILING PLAN
WOOD STUD WALL CONSTRUCTION
1X WOOD NAILER
CUT WOOD NAILER AS REQ.
AT FIN METAL LEG
B.O. LIGHT FIXTURE
11'-0" AFF
G
G1
SCALE:
1" = 1'-0"
WALL CONSTRUCTION REFER TO WALL TYPES
Light Fixture OA / OA1 Installation Detail
Use for Bottom Elevation of Joists / Beams @ 15'-1" or Greater
METAL STUDS - REFER TO
WALL TYPES
FIN END PANEL
July 31st, 2015
REVISIONS
FASTEN METAL LEG OF FIN END
PANEL TO WALL CONST. AS
REQ. PROVIDED F.R.T. WOOD
IN-WALL BLOCKING AS REQ.
1x WOOD NAILER
No. 8 SHEET METAL SCREWS
(TWO PER STUD); 3" IN LENGTH
(MIN.); COUNTERSUNK
PERIMETER WALL
FIXTURE - REFER TO
FIXTURE PLAN
METAL STUD WALL CONSTRUCTION
1X WOOD NAILER
F
ISSUE INFORMATION
1X WOOD NAILER
PERIMETER WALL
FIXTURE - REFER TO
FIXTURE PLAN
FASTEN METAL LEG OF FIN END
PANEL TO WALL CONST. AS
REQ. PROVIDED F.R.T. WOOD
IN-WALL BLOCKING AS REQ.
FIN END PANEL
PERIMETER WALL
FIXTURE - REFER TO
FIXTURE PLAN
E
E10
Detail @ Fin End Panel
METAL OR WOOD STUDS
BEYOND
1x WOOD NAILER
WALL CONSTRUCTION REFER TO WALL TYPES
ROUTE WOOD NAILER AS
REQ. AT FIN METAL LEG
SCREW OR NAIL LOCATIONS
WALL ELEVATION
E13
SCALE:
METAL LEG ON OPEN SIDE
OF FIN END PANEL TO BE
REMOVED
Detail @ Fin End Panel
E16
SCALE:
Typical Wood Nailer Attachment Details
SCALE:
FRCH / ARCHITECTURE, INC., P.C.
4'-0"
D
4'-0"
SHELF STANDARD CUT TO LENGTH AS
REQ.
1X4 WHITE PINE
NAILER
SHELF STANDARD CUT TO LENGTH AS
REQ.
SHELF STANDARD CUT TO LENGTH AS
REQ.
SHELF STANDARD CUT TO LENGTH AS
REQ.
12x48 SHELF @
105" A.F.F.
12x48 SHELF @
91" A.F.F.
12x48 SHELF @
105" A.F.F.
12x48 SHELF @
91" A.F.F.
12x48 SHELF @
105" A.F.F.
1x4 WHITE PINE
NAILER
1x4 WHITE PINE
NAILER
12x48 SHELF @
79" A.F.F.
1X4 WHITE PINE
NAILER
12x48 SHELF @
90" A.F.F.
12x48 SHELF @
90" A.F.F.
1x4 WHITE PINE
NAILER
12x28 SHELF @
38" A.F.F.
12x48 SHELF @
56" A.F.F.
12x48 SHELF @
48" A.F.F.
12x48 SHELF @
42" A.F.F.
1X4 WHITE PINE
NAILER
12x48 SHELF @
25" A.F.F.
1x4 WHITE PINE
NAILER
B
12x48 SHELF @
67" A.F.F.
FIXTURE TYPE 'A'
12x48 SHELF @
73" A.F.F.
12x48 SHELF @
63" A.F.F.
1X4 WHITE PINE
NAILER
12x48 SHELF @
42" A.F.F.
12x48 SHELF @
87" A.F.F.
12x48 SHELF @
68" A.F.F.
12x48 SHELF @
56" A.F.F.
12x48 SHELF @
48" A.F.F.
1X4 WHITE PINE
NAILER
1X4 WHITE PINE
NAILER
PROJECT INFORMATION
Store #4781
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
1X4 WHITE PINE
NAILER
PROJECT #:
29567.000
SHEET INFORMATION
Details
FIXTURE TYPE 'B'
FIXTURE TYPE 'D'
FIXTURE TYPE 'C'
FIXTURE TYPE 'E'
DRAWN BY:
E. Hiestand
GENERAL NOTES:
REFER TO INTERIOR ELEVATIONS
FOR 1x4 NAILER MOUNTING HEIGHTS
ALL SHELF HEIGHTS ARE TO THE TOP
OF THE SHELF
REFER TO DETAIL E16 / A-501 FOR
WOOD NAILER ATTACHMENT DETAILS
A
1X4 WHITE PINE
NAILER
12x48 SHELF @
50" A.F.F.
12x48 SHELF @
35" A.F.F.
18x48 SHELF @
32" A.F.F.
FINISH FLOOR
0'-0"
8'-0"
SHELF STANDARD
1X4 WHITE PINE
NAILER
8'-0"
SHELF STANDARD
SHELF STANDARD CUT TO LENGTH AS
REQ.
8'-0"
SHELF STANDARD
1x4 WHITE PINE
NAILER
3'-0"
SHELF STANDARD
C
4'-0"
1x4 WHITE PINE
NAILER
8'-0"
REVIEWED BY:
R. Rink
SCALE:
As Noted
A7
Office Wall Shelving Details
A-501
SCALE:
3/8" = 1'-0"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
2015
AUTHORIZED FOR:
Landlord / Permit
C
USER: EHIESTAND
EHIESTAND
PLOTTED:
7/31/2015
4:40PM
PM- 4:40
P:\029000\029567.000\05Arch-IntDocs\A-501_29567.dwg
LAYOUT:LAYOUT:
A-501 A-501
USER:
USER: EHIESTAND
PLOTTED:
PLOTTED:
7/31/2015
7/31/2015
- -4:40
P:\029000\029567.000\05Arch-IntDocs\A-501_29567.dwg
PM P:\029000\029567.000\05Arch-IntDocs\A-501_29567.dwg
LAYOUT:
A-501
4'-0"
2'-4"
8'-0"
SHELF STANDARD
4'-0"
FINISH CEILING
REFER TO RCP
1
2
3
4
5
6
7
8
9
10
11
12
13
STUD
DESIGNATION
STUD
DEPTH
362S162-33
362S162-43
362S162-54
600S162-33
600S162-43
600S162-54
800S162-33
800S162-43
800S162-54
P
14
FLANGE
WIDTH
3-5/8"
3-5/8"
3-5/8"
6"
6"
6"
8'
8"
8"
STUD
GAUGE
1-5/8"
1-5/8"
1-5/8"
1-5/8"
1-5/8"
1-5/8"
1-5/8"
1-5/8"
1-5/8"
15
16"
16"
16"
16"
16"
16"
16"
16"
16"
LIGHT GUAGE FRAMING - CROSS REFERENCE GUIDE
25 GA. -------------------- 18 MIL
22 GA. -------------------- 27 MIL
20 GA. -------------------- 33 MIL
18 GA. -------------------- 43 MIL
16 GA. -------------------- 54 MIL
14 GA. -------------------- 68 MIL
12 GA. -------------------- 97 MIL
EXAMPLE CROSS REFERENCE:
M
M12
(S=STUD)
(T=TRACK)
FLANGE
WIDTH
=1.625"
=1 5/8"
17'-6"
19'-0"
20'-6"
26'-6"
28'-6"
30'-0"
32'-2"
35'-4"
38'-1"
UNLESS NOTED, LIGHT GUAGE FRAMING CONNECTIONS
SHALL BE MADE USING #8 SCREWS. SEE DETAIL 12/A-501
FOR DIAGONAL CONNECTIONS.
3 5/8", 18 GA. STRUCTURAL METAL STUD - 362 S 162 - 43 METAL STUD
STUD
DEPTH
=3.625"
=3 5/8"
18
LIGHT GUAGE FRAMING
SCREW CONNECTIONS
MIL. THICKNESS - GAUGE NUMBER CROSS REFERENCE
N
17
MAXIMUM WALL HEIGHT
OR
MAXIMUM HEIGHT TO DIAGONAL BRACE
STUD
SPACING
20
18
16
20
18
16
20
18
16
16
STUD
THICKNESS
+43 MIL (18 GA.)
AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED
AGAINST THE SCREW HEADS OF LIGHT GUAGE METAL
FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE
USED SO THAT THE SHEATHING MATERIAL REMAINS
STRAIGHT AND SMOOTH.
A12
A-502
Metal Stud Schedule
SCALE:
Full
L
REFER TO DETAIL J14/A-501
FOR WIRE SPLAY
ATTACHMENT DETAIL TO
EXISTING STRUCTURE.
LINE OF CEILING
BEAM CLAMP
ADJACENT TENANT
NOTE: L/R RATIO NOT
EXCEED 200
VERTICAL - 12 GA. HANGER
WIRE @ 4'-0" O.C.
(3) TURNS MIN. IN 1
1/2"(TYPICAL)
12 GA. WIRE w/ MIN. 4
TIGHT TURNS AT EACH
END (TYP.) U.N.O.
3/4" EMT - NOTCH
OVER MAIN RUNNER
HANGER WIRE
K
(E) DECK
NO
TU
SE
D
PERFORMANCE REQUIREMENTS:
THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION
CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE
TEST LOAD OF NOT LESS THAN 180 POUNDS (801 N) OR TWICE THE ACTUAL LOAD, WHICHEVER IS GREATER, IN
TENSION WITH 5-DEGREE MISALIGNMENT OF THE MEMBERS IN ANY DIRECTION, AND IN COMPRESSION. IN LIEU OF
5-DEGREE MISALIGNMENT, THE LOAD MAY BE APPLIED WITH A 1-INCH (25.4MM) ECCENTRICITY ON A SAMPLE NOT
MORE THAN 24 INCHES (610 MM) LONG ON EACH SIDE OF THE SPLICE. THE CONNECTIONS AT SPLICES AND
INTERSECTIONS SHALL ALL BE OF THE MECHANICAL INTERLOCKING TYPE.
NOTE:
STRUT & BRACING WIRE NO MORE
THAN 2" FROM CROSS TEE
INTERSECTION.
LEASED SPACE
NOT TO EXCEED 4'-0"
SPLAY BRACE WIRE
3
(E) STRUCTURAL
MEMBER.
4"
E12
A-502
8" (MAX.) OR 1/4 LENGTH
OF DIST. TO FIRST MAIN
F1
CROSS TEE
AX
.
LAY IN CEILING TILE
MAIN RUNNER
CONT. HORIZ. STRUT TO
PREVENT SPREADING OF
RUNNERS
(4)-12 GA. SPLAY WIRES SPLAYED
#10
300 lbs. 5'-0" o.c. max.
"
A.C.T. Ceiling Detail
SCALE:
N.T.S.
FILL CAVITY WITH
FIRE SAFING MATERIAL
UNISTRUT
AT 5'-0" O.C.
2" MIN.
FIRE CAULK
ENTIRE PERIMETER
- BOTH SIDES
1.5" X 1.5" X 1.5" 12 GA.
FRAMING CLIP W/(1) - #12
SCREW EA. LEG
- BOTH SIDES
D
E
WALL PARALLEL WITH
JOIST
US
T
O
N
FILL CAVITY WITH
FIRE SAFING MATERIAL
SHEET METAL, 12 GA.
W/(1) #12 SCREW AT 16" O.C.
- BOTH SIDES
2" MIN.
3/4
(4) FRAMING SCREWS
G12
EXTEND GYP. BD.
TO STRUCTURE AT
OPEN CEILING
METAL STUD
LATERAL BRACING
CR 1 1/2" x 16 GA.
E9
Wall Bracing Detail
SHEET METAL, 12 GA.
W/(1) #12 SCREW AT 16" O.C.
- BOTH SIDES
ISSUE INFORMATION
July 31st, 2015
REVISIONS
Lateral Bracing Support Detail
SCALE:
None
NOTE: FOR POWDER DRIVEN
FASTENERS (SILL ANCHORAGE)
USE: ERICO TOOL & #ITW
RAMSET/RED HEAD - ICC #ESR-1955
E12
SCALE:
3" = 1'-0"
EXTEND GYP. BD.
TO STRUCTURE AT
OPEN CEILING
LINE OF CEILING
3 5 8" OR 6" CONT. BOTTOM
TRACK. SECURE BTM. TRACK
TO SLAB USING POWDER
DRIVEN FASTENERS MIN.
24" O.C. & 6" FROM ENDS
E12
REFER TO FINISH PLAN(S)
FOR SCHEDULED WALL,
BASE, & FLOOR FINISHES
A-502
SCHEDULED WALL
FINISHED
CEILING
1.5" X 1.5" X 1.5" 12 GA.
FRAMING CLIP W/(1) - #12
SCREW EA. LEG
- BOTH SIDES
DEFLECTION
TRACK - SEE
DETAIL A4/A-502
"
"
1/2
A-502
D
UNISTRUT, ATTACH
TO TOP CHORD OF
EXISTING JOIST WITH
BEAM CLAMPS
EXISTING
ROOF DECK
- DO NOT
PENETRATE
E
2" X 2" X 0'-4" LG, 12 GA.
FRAMING CLIP W/(3) #12 SCREWS EA. LEG
3/4
"
"
3/4
6"
TOP CHORD
OF EXISTING
JOIST
F
LANDLORD NOTE (TYPICAL):
TENANT SHALL NOT DRILL, SCREW, WELD ,OR SHOOT INTO LANDLORD'S STRUCTURE OR STRUCTURAL
MEMBERS. ALL ATTACHMENTS SHALL BE MADE WITH BEAM CLAMPS, CLIP OR BOLTS AND WASHERS.
NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK.
JOISTS, BEAMS, TRUSSES AND GIRDERS MAY BE USED FOR LATERAL BRACING AND SPANNING
SUPPORT. DO NOT SUPPORT ANY CONSTRUCTION FROM LANDLORD'S CROSS BRACING OR BRIDGING.
3 5/8", 18 GA. METAL STUD
BRACE AT 5'-0" O.C. MAX.
(ALTERNATE DIRECTION OF
BRACES ALONG LENGTH OF
WALL WHERE POSSIBLE).
REFER TO DETAIL A9/A-502.
DEFLECTION
TRACK - SEE
DETAIL A1/A-502
BEAM CLAMP
- BOTH SIDES
F1
A12
FIRST LEVEL
START 4'-0"
ABOVE FLOOR
ATTACHMENT AT WALL
TYPE 'D' BY LANDLORD
EXISTING
ROOF DECK
- DO NOT
PENETRATE
F
2" x 2" 16 GA. CLIP ANGLE 1/4"
LESS THAN STUD WIDTH
3/4
G
Wall Type 'F'
New Demising Wall
SUSPENDED CEILING DETAIL @ WALL
H
H4
J17
SCALE:
1" = 1'-0"
D
170 lbs. 4'-0" o.c. max.
LOCKING CLIP TO FASTEN CROSS TEE
TO MAIN RUNNER
CEILING PLANE 12" O.C. EACH WAY &
WITHIN 4'-0" OF EACH WALL
Wire Tie Connection Detail
TU
SE
#12
J14
SCALE:
3" = 1'-0"
NO
CROSS TEE
ALLOWABLE TENSION
CROSS TEE
6"
HANGER WIRE
MAIN RUNNER
8'-0" O.C. FULL WALL HEIGHT
J
TENANT G.C. TO CONSTRUCT WALL PER UL #U465. THIS
INCLUDES BUT IS NOT LIMITED TO SEALING ALL VOIDS AND
CRACKS W/ 'UL' LISTED APPROVED FIRE SAFING SEALANT
MAIN RUNNER
2" M
Typical Connection Detail at Floor
NEW FULL HEIGHT WALL. 5 8" TYPE 'X' GYP. BD. (USE W.R. AT
WET LOCATIONS) ON BOTH SIDES OF 3 5 8" METAL STUDS @ 16"
O.C. EXTEND METAL STUDS TO DECK. EXTEND GYPSUM BOARD
TO 6" ABOVE ACT OR TO UNDERSIDE OF STRUCTURE AT OPEN
CEILING. PROVIDE SOUND BATT INSULATION OF 42 STC OR
BETTER FROM FLOOR TO UNDERSIDE OF CEILING AT RESTROOM
WALLS ONLY.
Wall Type 'D'
E15
SCALE:
3" = 1'-0"
SCALE:
N.T.S.
WALL TYPE 'E': (1) LAYER 5 8" TYPE 'X' GYP. BD. ON EA. SIDE OF
METAL STUDS. ADD STUD FRAMING AS REQUIRED TO MAINTAIN
16" STUD SPACING.
E17
SCALE:
N.T.S.
D
Wall Type 'E'
FRCH / ARCHITECTURE, INC., P.C.
E
EXISTING DECK
FIRE CAULK
ENTIRE PERIMETER
- BOTH SIDES
WALL PERPENDICULAR TO JOIST
D
FASTEN TO PRESSED
STUD @ 32" O.C.
EXISTING DECK
STUDS CUT 1/2" SHORT TO ALLOW FOR 1/2" DEFLECTION
FINISH MATERIALS (WHERE OCCUR) HELD 1/2" SHORT OF TOP OF
TRACK TO ALLOW FOR 1/2" DEFLECTION. DO NOT SCREW FINISH
MATERIALS INTO TOP TRACK - FASTEN INTO STUDS ONLY.
SLOTTED DEFLECTION
TRACK
RIE
S
35 8" MTL. STUDS PRESSED
INTO DECK RIB. SPAN
BETWEEN JOISTS/BEAMS.
DO NOT FASTEN TO DECK.
ACOUSTICAL SEALANT IN 1/2" DEFLECTION GAP AT PARTITIONS
WITH ACOUSTICAL INSULATION
2" X 4" X 0'-6" LONG, 12 GA.
FRAMING CLIP W/(3) - #10
SCREWS
HILTI FASTENERS OR APPROVED EQUAL
SLOTTED DEFLECTION
TRACK
B
NO.10 SCREW AT CENTER OF SLOT
6"
3 5 8 STUDS @ 16" O.C.
6" OR 3 5 8" METAL STUDS @
16" O.C.; FASTEN TO (E)
DEMISING WALL AS REQ.
WALL AT DOWN RIB
APPLY OR PATCH FIREPROOFING (WHERE INDICATED) AFTER
INSTALLATION OF TRACK OR STRAPS
VA
EXISTING DEMISING
WALL CONST. TO
REMAIN AS OCCURS
LINE OF CEILING
USE DEFLECTION TRACK
@ WALL CONSTRUCTION;
REFER TO DETAIL A4/A-502
EXISTING DECK
SOUND BATT INSULATION
OF 42 STC OR BETTER @
RESTROOM WALLS ONLY
35 8" MTL. STUDS PRESSED
INTO DECK RIB. SPAN
BETWEEN JOISTS/BEAMS.
DO NOT FASTEN TO DECK.
5
8" TYPE 'X' GYP. BD. (BOTH
SIDES) ; USE W.R. @ WET
LOCATIONS; EXTEND 6"
ABOVE ACT CEILING OR TO
UNDERSIDE OF GYP. BD.
CEILING
E12
A-502
METAL STUD BRACE
ASSEMBLY SHOWN
DOTTED AS OCCURS
PERPENDICULAR TO
DECK "RIBS".
(1) NO.10 SCREW
EACH SIDE
FASTEN TO PRESSED
STUD @ 32" O.C.
USE DEFLECTION TRACK
@ WALL CONSTRUCTION;
REFER TO DETAIL A4/A-502
A
B
B1
(1) LAYER 5/8" TYPE 'X' GYP. BD. (USE WATER RESISTANT GYP.
BD. @ ALL WET LOCATIONS) ON EA. SIDE OF 6" METAL STUDS @
16" O.C. GYPSUM BOARD TO EXTEND TO 6" ABOVE CEILING.
PROVIDE SOUND BATT INSULATION OF 42 STC OR BETTER FROM
FLOOR TON UNDERSIDE OF CEILING AT RESTROOM WALLS
ONLY.
E12
5
8" TYPE 'X' GYP. BD.; USE
W.R. @ WET LOCATIONS
A-502
C
C1
3-5/8" METAL STUDS @ 16" O.C. w/ (1) LAYER 5/8" TYPE 'X' GYP.
BOARD (USE W.R. AT WET LOCATIONS) ON FINISH SIDE. BRACE
TO EXISTING WALL @ 48" O.C. MAX. EXTEND GYP. BD. TO GYP.
BD. CEILING / 6" ABOVE ACT CEILING / OR TO UNDERSIDE OF
STRUCTURE AT OPEN CEILING.
NEW INTERIOR FULL HEIGHT FURRING. SIMILAR TO WALL TYPE
'C' EXCEPT 6" METAL STUDS IN LIEU OF 3 5 8" METAL STUDS.
A4
Attachment Detail
A9
1
2
3
Attachment Detail
A12
SCALE:
3" = 1'-0"
4
5
6
7
8
10
11
Attachment Detail
PROJECT #:
29567.000
SHEET INFORMATION
Details
DRAWN BY:
E. Hiestand
REVIEWED BY:
R. Rink
C3
SCALE:
As Noted
SIMILAR TO WALL TYPE 'B' EXCEPT GYPSUM BOARD TO 8'-0" AFF.
A15
SCALE:
N.T.S.
12
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
AUTHORIZED FOR:
Landlord / Permit
SCALE:
3" = 1'-0"
9
Store #4781
C2
WALL AT UP RIB
SCALE:
3" = 1'-0"
PROJECT INFORMATION
13
14
Wall Type 'B'
B
15
A17
SCALE:
N.T.S.
B1
16
Wall Type 'C'
C
17
C1
C2
C3
18
A-502
2015
NESTED TRACKS (20 GAGE MINIMUM) OR SLOTTED TRACK (20
GAGE MINIMUM) TO ALLOW 1/2" DEFLECTION.
LINE OF CEILING
C
USER: EHIESTAND
USER: EHIESTAND
PLOTTED:
PLOTTED:
7/31/20157/31/2015
- 4:41 PM- 4:41
P:\029000\029567.000\05Arch-IntDocs\A-502_29567.dwg
PM P:\029000\029567.000\05Arch-IntDocs\A-502_29567.dwg
LAYOUT:LAYOUT:
A-502 A-502
NOTES:
C
A-502
6"
Attachment Detail
SCALE:
3" = 1'-0"
E9
6"
D4
35 8" MTL. STUDS PRESSED
INTO DECK RIB. SPAN
BETWEEN JOISTS/BEAMS.
DO NOT FASTEN TO DECK.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Door Schedule
HARDWARE SET #1
NOTE: ALL DOOR HARDWARE PROVIDED BY STOREFRONT MANUFACTURER
DOOR
---
PUSH / PULL: ARCHITECTS CLASSIC STYLE CO-12
BID
CLOSER: LCN 4040 SURFACE CLOSER WITH ADJUSTABLE HOLD OPEN
BID
HINGES: (TOTAL OF 3 PER DOOR) 4 1 2" x 4" BALL BEARING BUTT HINGE WITH
NON-REMOVABLE PIN (NRP)
BID
ED
S
LOCKSET - ACTIVE LEAF: ADAMS RITE MS 1850S; PROVIDE
THUMB TURN ON
U ADA
T
INTERIOR SIDE OF DOOR; PROVIDE U CHANGE REMOVABLE
CYLINDER
NO
DOOR # ROOM NAME
BID
LOCKSET - INACTIVE LEAF: CONTROLLER 3-POINT LOCKING SYSTEM
TYPE
HDWR. SET
WIDTH
HEIGHT
THICKNESS
MAT'L
FINISH
RATING
HEAD
JAMB
THRSLD
MAT'L
FINISH
101
SALES
EX
EX
EX
EX
EX
EX
EX
---
EX
EX
EX
EX
EX
102a
HALLWAY
C
6
3'-0"
7'-0"
1 1 2"
HM
P-1E
---
C10 /
A-601
C10 /
A-601
A10 /
A-601
HM
P-1E
EX
EX
EX
EX
P-1E
EX
EX
EX
EX
EX
P-1E
BID
EXIT INDICATOR: ADAMS RITE #4089
BID
SIGN STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED".
SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUD
G.C.
HARDWARE SET #2
MFG.
EX
103
STOCKROOM
C1
2
3'-0"
7'-0"
1 1 2"
HM
P-1E
---
C10 /
A-601
C10 /
A-601
A7 / A-601
HM
P-1E
104
WOMEN'S RESTROOM
B
3
3'-0"
7'-0"
1 1 2"
HM
P-1E
---
C10 /
A-601
C10 /
A-601
A1 / A-601
HM
P-1E
105
MEN'S RESTROOM
EX
SEE
REMARKS
EX
EX
EX
EX
P-1E
---
EX
EX
A1 / A-601
EX
P-1E
G.C. TO REPLACE NON-FUNCTIONAL/DAMAGED HARDWARE AS REQUIRED. REMOVE EXISTING LOCKSET
AND REPLACE WITH ILCO PUSH BUTTON LOCKSET #L1000; PROVIDE WITH SCHLAGE REMOVABLLE
LOCKSET; FINISH US26D; PROVIDE WITH PRIVACY FUNCTION
106
UTILITY ROOM
EX
SEE
REMARKS
EX
EX
EX
EX
P-1E
---
EX
EX
A7 / A-601
EX
P-1E
G.C. TO REPLACE/ADD ANY MISSING OR NON-FUNCTIONING HARDWARE AS REQUIRED.
FLOOR STOP: #1153M (1 EACH); FINISH: US26D
GLEN JOHNSON
CLOSER w/ HOLD OPEN: #DC6200 (1 EACH); PAINT TO MATCH DOOR COLOR
CORBIN-RUSSWIN
TRIM PROTECTOR: #R111LPB; FINISH: US26D
ROCKWOOD
BUMPER GUARDS: SERIES 40; COLOR: POLAR WHITE (3 EACH); FURNISHED BY
OWNER; INSTALLED BY G.C.
BOSTON BUMPERS
HARDWARE SET #3:
MFG.
BUTT HINGES: 4 1 2" x 4 1 2"; BUTT; FINISH: US26D (3 EACH)
PUSH BUTTON ENTRY: MECHANICAL LOCKSET #L1000; PROVIDE SCHLAGE
REMOVABLE LOCKSET; (1 EACH); FINISH: US26D; PROVIDE w/ PRIVACY FUNCTION
ILCO
SILENCERS: SR64 (1 EACH)
IVES OR EQUAL
FLOOR STOP: #1153M (1 EACH); FINISH: US26D
GLEN JOHNSON
CLOSER w/ HOLD OPEN: #DC6200 (1 EACH); PAINT TO MATCH DOOR COLOR
CORBIN-RUSSWIN
HARDWARE SET #4
BUTT HINGES: 4 1 2" x 4 1 2"; BUTT; FINISH: US26D (3 EACH)
HAGER OR EQUAL
EXIT DEVICE: DOUBLE DEFENDER QUICK RELEASE/ LOCK PANIC HARDWARE
(FURNISHED BY OWNER; INSTALLED BY G.C.)
PROVIDED BY
OWNER
SILENCERS: SR64 (1 EACH)
IVES OR EQUAL
(408 1 2); (1 EACH);
ED
S
U
NOT
CLOSER: #DC6200 (1 EACH); PAINT TO MATCH DOOR COLOR
IVES OR EQUAL
BID
15.
16.
BUMPER GUARDS: SERIES 40; COLOR: POLAR WHITE (3 EACH); FURNISHED BY
OWNER; INSTALLED BY GC
BOSTON BUMPERS
17.
EXISTING STOREFRONT
DOOR
SALES AREA
BUILDING EXTERIOR
(N) THRSLD SET
IN FELL BED OF
SEALANT
(N) THRSLD SET
IN FELL BED OF
SEALANT
WALK OFF MAT
WALK OFF MAT
D
E
S
ETM 1
SALES AREA
VESTIBULE
D
ETM 1
U
T
O
T
O
N
N
1
CHANGE IN LEVEL BETWEEN 4" & 2"
SHALL BE BEVELED w/ A SLOPE NO
GREATER THAN ONE UNIT VERTICAL IN
2 UNITS HORIZONTAL.
EXISTING CONC.
SLAB TO
REMAIN
Transition Detail
SCALE:
6"=1'-0"
HALLWAY
(N) THRSLD SET
IN FULL BED OF
SEALANT
5
T
O
N
C1
SCALE:
FULL
SCHLUTER TRANSITIONS
ARE PROVIDED BY THE G.C.
ALIGN
ENTRY MAT
ETM 1
SCHEDULED
VINYL FLOORING
1
CHANGE IN LEVEL BETWEEN 1 4" & 1 2"
SHALL BE BEVELED W/ A SLOPE NO
GREATER THAN ONE UNIT VERTICAL
IN 2 UNITS HORIZONTAL.
Transition Detail
CARPET TILE
FC 1
ED
US
LATCH-SIDE
APPROACH
4'-6"(54")
DOOR + 24"
A1
A1
A2
FRCH / ARCHITECTURE, INC., P.C.
CONT. BEAD OF CAULK
AROUND FRAME, BOTH
SIDES
ED
S
U
FRONT
APPROACH
HOLLOW METAL FRAME
HINGE-SIDE
APPROACH
LATCH-SIDE
APPROACH
V1: DOOR + 42"
DOOR, SEE DOOR
SCHEDULE
PROJECT INFORMATION
V2: DOOR + 36"
DOOR + 24"
DOOR FRAME
BEYOND
DETAIL AT
JAMB
Transition Detail
C10
SCALE:
FULL
DETAIL AT
HEAD
Head / Jamb Detail
SCALE:
6"=1'-0"
CARPET TRIM: TRAFFIC
MASTER; SILVER; 1 3 8" x WIDTH
OF DOOR (OR EQUAL)
STOCK ROOM/
UTILITY ROOM
SF 1
SALES AREA
HINGE-SIDE
APPROACH
5
EXISTING FLOOR
CONSTRUCTION
C7
SALES AREA
HALLWAY
LINE OF DOOR FRAME
BEYOND
FC
LINE OF HALLWAY
SIDE OF DOOR FRAME
BEYOND
A3
1'-6"
(18")
HALLWAY
SALES AREA
5
CARPET TILE
FC 1
LUXURY VINYL TILE
FC 2
FC
Store #4781
A3
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
PROJECT #:
29567.000
A1
ADDITIONAL CLEAR FLOOR AREA REQUIRED WHEN DOOR HAS BOTH CLOSER AND A LATCH
A2
ADDITIONAL CLEAR FLOOR AREA REQUIRED WHEN DOOR HAS CLOSER
A3
ALTERNATIVE CLEAR FLOOR AREAS BASED ON APPROACH CLEARANCES
SHEET INFORMATION
Door Schedule
& Details
5
1
2"-MAX
- MAX
2"
POLISHED MARBLE
THRESHOLD; 4 1 2" WIDE x 5 8"
THICK; DOUBLE BEVEL;
COLOR: WHITE GRAY
DOOR TYPE 'D'
5
8" TYPE 'X' GYP. BD. SEE
FINISH SCHEDULE
CONC. FLOOR
2
LINE OF DIMENSION
EXISTING FLOOR
CONSTRUCTION
Transition Detail
A4
SCALE:
FULL
Transition Detail
2
3
EXISTING FLOOR
CONSTRUCTION
A7
SCALE:
FULL
1
HALLWAY
LINE OF DOOR FRAME
BEYOND
FC
THINSET MORTAR
CHANGE IN LEVEL BETWEEN 1 4" & 1 2"
SHALL BE BEVELED W/ A SLOPE NO
GREATER THAN ONE UNIT VERTICAL
IN 2 UNITS HORIZONTAL.
A1
CARPET TRIM: TRAFFIC
MASTER; SILVER; 1 3 8" x WIDTH
OF DOOR (OR EQUAL)
HALLWAY
RESTROOM
A
1'-0"
METAL STUDS,
COORDINATE
SIZE w/PLAN.
UTILITY ROOM
SCALE:
FULL
B
DETAIL AT HEAD
Head / Jamb Detail
E10
EXISTING
SUBSTRATE
C4
DOOR TYPE 'C1'
FRONT
APPROACH
DETAIL AT JAMB
OT
Transition Detail
DOOR TYPE 'C'
Accessibilty - Swing-Door Minimum Clear Floor Areas
EQ.
(E) MASONRY WALL
N
EXISTING CONC.
SLAB TO
REMAIN
REVISIONS
EXISTING FLOOR
CONSTRUCTION
Transition Detail
A10
SCALE:
FULL
4
5
6
EACH DOOR CONTRACTOR(S) (ALUMN. STOREFRONT/WOOD/HOLLOW METAL) SHALL BE RESPONSIBLE TO
ADJUST ALL INTERIOR DOORS SO THAT THE DOOR'S REQUIRED OPENING FORCE IS 5lbs OR LESS. ANY
DOOR w/ A CLOSER SHALL BE ADJUSTED TO SLOW THE CLOSING TIME TO A MINIMUM OF THREE SECS.
DRAWN BY:
E. Hiestand
-- REFER TO DIAGRAM:
SCALE:
As Noted
Transition Detail
SCALE:
FULL
7
8
9
10
11
12
13
REVIEWED BY:
R. Rink
AUTHORIZED FOR:
Landlord / Permit
14
A-601
15
16
17
18
2015
C
CHANGE IN LEVEL BETWEEN 4" & 2"
SHALL BE BEVELED w/ A SLOPE NO
GREATER THAN ONE UNIT VERTICAL IN
2 UNITS HORIZONTAL.
US
CHANGE IN LEVEL BETWEEN 1 4" & 1 2"
SHALL BE BEVELED w/ A SLOPE NO
GREATER THAN ONE UNIT VERTICAL IN
2 UNITS HORIZONTAL.
EQ.
SCALE:
1 1/2"=1'-0"
ED
1
USER: EHIESTAND
USER: EHIESTAND
PLOTTED:
PLOTTED:
7/31/20157/31/2015
- 4:41 PM- 4:41
P:\029000\029567.000\05Arch-IntDocs\A-601_29567.dwg
PM P:\029000\029567.000\05Arch-IntDocs\A-601_29567.dwg
LAYOUT:LAYOUT:
A-601 A-601
FC
1
Transition Detail
LUXURY VINYL TILE
FC 2
VINYL TILE
ED
S
U
HM FRAME
SCHLUTER: RENO-V
AEVT100B30; ANODIZED
ALUMINUM SATIN MAT
FINISH
BUILDING EXTERIOR
July 31st, 2015
C
D
T
O
N
DOOR AS
SCHEDULED
SCALE:
6"=1'-0"
SCHEDULED DOOR
DOOR AS
SCHEDULED
2
E
US
EXISTING CONC.
SLAB TO
REMAIN
E4
TRIM PROTECTOR
BAR
3" (3) Sec.
E1
FC
1
1/2" MAX.
E
1
DOOR TYPE 'B'
DOOR TYPE 'A'
CLOSER
F
SCHEDULE DOOR
CONTS. PERIMETER
SEALANT- BOTH
SIDES
MASONRY
WALL
ANCHOR
HM FRAME
ISSUE INFORMATION
PER DOOR SCHEDULE
ROCKWOOD
TRIM PROTECTOR: #R111LPB; FINISH: US26D
NO
T
CORBIN-RUSSWIN
PER DOOR SCHEDULE
CLOSER w/ HOLD OPEN: #DC6200 (1 EACH); PAINT TO MATCH DOOR COLOR
DOOR BUMPERS
(SALES SIDE
ONLY)
48" MAX.
GLEN JOHNSON
G
DOOR BUMPERS
(SALES SIDE
ONLY)
3'-6"(42")
FLOOR STOP: #1153M (1 EACH); FINISH: US26D
14.
PER DOOR
SCHEDULE
6"
IVES OR EQUAL
PER DOOR
SCHEDULE
4'-0" (48")
SILENCERS: SR64 (1 EACH)
PER DOOR
SCHEDULE
PER DOOR
SCHEDULE
5'-0" (60")
SCHLAGE
PER DOOR
SCHEDULE
8"
LOCKSET: SCHLAGE "S" SERIES (SATURN) #540D; (1 EACH) PASSAGE FUNCTION;
FINISH: US26D
9.
10.
11.
12.
13.
62"
HAGER OR EQUAL
50 1 2"
BUTT HINGES: 4 1 2" x 4 1 2"; BUTT; FINISH: US26D (3 EACH)
PER DOOR SCHEDULE
MFG.
48" MAX.
8.
HARDWARE SET #6
3'-6"(42")
CORBIN-RUSSWIN
4'-0" (48")
CLOSER w/ HOLD OPEN: #DC6200 (1 EACH); PAINT TO MATCH DOOR COLOR
Door Types
V1: 4'-6" (54")
GLEN JOHNSON
IVES OR EQUAL
6.
7.
6"
FLOOR STOP: #1153M (1 EACH); FINISH: US26D
IVES OR EQUAL
V2: 5'-0" (60")
IVES OR EQUAL
8"
H
ED
PUSH PLATE: #8200; SIZE: 3 1/2" X 15"; FINISH: SATIN ALUMINUM
S
U
SILENCERS: SR64 (1 EACH)
NOT
8"
PULL PLATE: #8311; FINISH: SATIN ALUMINUM
4.
5.
46 2"
HAGER OR EQUAL
4'-0" (48")
BUTT HINGES: 4 1 2" x 4 1 2"; BUTT; FINISH: US26D (3 EACH)
62"
MFG.
1
3.
HARDWARE SET #5
5'-0"(60")
2.
48" MAX.
BID
THIS PROJECT SHALL COMPLY WITH ALL BARRIER FREE GUIDELINES AND LOCAL ACCESS CODE
REQUIREMENT REQUIREMENTS.
THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR. EDGE TO BE BEVELED WITH A
SLOPE NO GREATER THAN 1 IN 2.
DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30" TO 44" ABOVE THE
FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS. FOR INTERIOR DOORS. EXTERIOR
DOOR - 8 1/2" POUNDS MAX. PRESSURE FIRE DOOR - 15 POUNDS MAX. PRESSURE
ACCESSIBLE DOORS MUST BE MINIMUM 3'-0"W X 6'-8"H. MODIFY IF REQUIRED.
PROVIDE 18" CLEAR SPACE AT STRIKE/PULL SIDE ON INTERIOR DOORS, AND 12" CLEAR AT
STRIKE/PUSH SIDE OF DOORS W/ CLOSERS AND 24" CLEAR AT STRIKE/PULL SIDE ON EXTERIOR
DOOR
FLOOR SHALL BE LEVEL THROUGHOUT.
CLOSERS: FURNISHED AND INSTALLED BY GENERAL GC. DOOR CLOSERS TO BE MOUNTED ON
SWING SIDE OF DOORS. DOOR CLOSERS TO HAVE A MAXIMUM OPENING FORCE OF 5 LBS
(INTERIOR HINGED DOORS). EXTERIOR DOOR - 8 1/2" POUNDS MAX. PRESSURE, FIRE DOOR - 15
POUNDS MAX. PRESSURE THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT
FROM AN OPEN POSITION OF 110 DEGREES MIN., THE DOOR SHALL TAKE AT LEAST 3 SECONDS TO
MOVE TO A POINT 3 IN. FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR.
GENERAL GC SHALL PROVIDE KICKPLATES ON BACK OF HOUSE DOORS AS INDICATED IN DOOR
SCHEDULE. VERIFY TYPE AND STYLE WITH OWNER TO MATCH FRAME FINISH 12" X 34".
GC SHALL VERIFY WITH SUPPLIER THAT ALL HARDWARE MEETS BARRIER FREE REQUIREMENTS.
ALL DOOR HINGES TO BE STEEL BALL BEARING, FULL MORTISE TYPE.
ALL METAL DOOR FRAMES TO BE PROVIDED WITH SILENCERS.
ALL INTERIOR DOORS TO BE PROVIDED WITH COMMERCIAL GRADE WALL OR FLOOR STOPS.
GENERAL GC TO SUBMIT TYPE-WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL
DOORS AND HARDWARE SPECIFIED.
GENERAL GC SHALL ENSURE ALL EXISTING DOORS TO REMAIN TO BE IN GOOD OPERATING
ORDER AND TO MEET ALL LOCAL BUILDING CODES AND BARRIER FREE REQUIREMENTS. GENERAL
GC TO RESTORE DOORS AND HARDWARE TO "LIKE NEW" CONDITION. GC TO PROVIDE NEW
HARDWARE.
EXTERIOR HINGES TO HAVE NON-REMOVEABLE PINS.
ALL RATED DOORS TO BE SUPPLIED WITH THRESHOLDS AND SMOKE SEAL PER SPECIFICATIONS
AND CODE.
EQUIVALENT HARDWARE MUST BE APPROVED BY THE PROJECT MANAGER.
PER DOOR SCHEDULE
1.
PUSH SIDE
SMOKE GASKET AROUND ENTIRE PERIMETER
PEMKO
PULL SIDE
DOOR BOTTOM: #222AV
ED
PEEPHOLE: RESIDENTIAL TYPE MOUNTED AT 60" A.F.F.
J
Door Notes
CORBIN-RUSSWIN
US
2
NO
T
1
PER DOOR SCHEDULE
FLOOR OR WALL STOP (WHERE APPLICABLE): 445 / 446 OR 402
FINISH: US26D
3
K
MFG.
4"
L
HAGER OR EQUAL
EQ.
M
IVES OR EQUAL
G.C. TO REPLACE / ADD ANY MISSING OR NON-FUNCTIONING HARDWARE; PAINT TENANT SIDE PER
SCHEDULE; PAINT LANDLORD SIDE PER LANDLORDS SPECIFICATIONS. PROVIDE THE FOLLOWING
HARDWARE: SCHLAGE "S" SERIES S170 ON INSIDE OF DOOR; DOUBLE DEFENDER QUICK RELEASE /
LOCK PANEL HARDWARE, MFG: PHOENIX INDUSTRIES (FURNISHED BY OWNER, INSTALLED BY G.C.)
EGRESS CORRIDOR
ILCO
SILENCERS: SR64 (1 EACH)
G.C. TO REPLACE NON-FUNCTIONAL/DAMAGED HARDWARE AS REQUIRED.
102b
HAGER OR EQUAL
PUSH BUTTON ENTRY: MECHANICAL LOCKSET #L1000; PROVIDE SCHLAGE
REMOVABLE LOCKSET; (1 EACH); FINISH: US26D
REMARKS
SEE
REMARKS
N
BUTT HINGES: 4 1 2" x 4 1 2"; BUTT; FINISH: US26D (3 EACH)
FRAME
EQ.
P
MFG.
2
3
4
5
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00
P
01 11 19
01 14 00
N
M
PURCHASE CONTRACTS: COORDINATE ALL SPECIAL EQUIPMENT INSTALLATION WITH PSS
SPECIALTY EQUIPMENT VENDORS AND INSTALLERS, WHICH INCLUDE BUT ARE NOT LIMITED TO:
MUZAK, (803) 396-3065
SECURITY SOLUTIONS, (405) 376-8126
SENSORMATIC, (877) 258-6424
SHOPPERTRAK, (312) 529-5300
AMERICAN SYSTEMS, (703) 968-5037
A1 SOLUTIONS, (800) 490-1929
VENSTAR INC., (818) 341-8760
01 14 16
COORDINATION WITH ADJACENT OCCUPANTS: STORE(S) WILL MAINTAIN NORMAL HOURS OF
OPERATION DURING CONSTRUCTION PERIOD. DISRUPTION OF ADJACENT OCCUPANT(S)
DURING THEIR NORMAL HOURS OF OPERATION SHALL NOT BE PERMITTED. COORDINATE ANY
DISRUPTION (UTILITY, ETC) WITH ADJACENT OCCUPANT(S) MANAGEMENT/OWNERSHIP TO
OCCUR AFTER NORMAL HOURS OF OPERATION. ALL BUILDING AND PARKING AREAS MUST BE
SUITABLE FOR BUSINESS OPERATIONS, PRIOR TO THE START OF NORMAL HOURS OF
OPERATION.
01 26 00
03 30 00
03 35 13
CONTRACT MODIFICATION PROCEDURES: ANY CHANGES, DEVIATIONS, OR ALTERNATIVES TO
THE SPECIFICATIONS AND/OR DRAWINGS MUST BE SUBMITTED IN WRITING BY THE GC TO THE
PSS CONSTRUCTION PROJECT MANAGER FOR WRITTEN APPROVAL PRIOR TO
IMPLEMENTATION.
03 54 16
L
08 41 13
A JOBSITE SUPERINTENDENT MUST BE PRESENT ON SITE DURING THE CONSTRUCTION
PERIOD. SUBCONTRACTORS ARE NOT TO BE ON THE JOBSITE WITHOUT THE GC'S
SUPERINTENDENT PRESENT.
CAST-IN-PLACE CONCRETE: NEW SLABS ON GRADE SHALL BE CONCRETE WITH THE
FOLLOWING MINIMUM CHARACTERISTICS: PORTLAND CEMENT, ASTM C150, TYPE I, 3,000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS. AIR CONTENT NOT TO EXCEED 3% - DO NOT ADD
AIR-ENTRAINING AGENTS. SLUMP NOT TO EXCEED 5 INCHES. MAXIMUM WATER-CEMENTITIOUS
07 50 00
01 32 33
K
01 35 53
01 41 13
J
01 41 23
01 56 16
H
PHOTOGRAPHIC DOCUMENTATION: THE GC SHALL SUBMIT WEEKLY PROGRESS AND FINAL
DIGITAL PHOTOGRAPHS, AS ATTACHMENTS, VIA E-MAIL TO THE PSS CONSTRUCTION PROJECT
MANAGER , ARCHITECTURAL CONSULTANT AND STORE PLANNING MANAGER. PHOTOGRAPHS
SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: TAKEN WITH A 3 MEGAPIXEL CAMERA,
RESOLUTION OF 640 X 480 PIXELS, AND 20 VIEWS. VIEWS SHALL COVER: EXTERIOR STORE
ELEVATIONS AND SIGNAGE, INTERIOR STORE FRONT AREAS, CROSS AND REAR AISLES,
OFFICE, AND ANY ADDITIONAL VIEWS REQUESTED BY PSS CONSTRUCTION PROJECT
MANAGER.
07 72 36
SECURITY PROCEDURES: PSS DISTRICT MANAGER SHALL COORDINATE SECURITY WITH THE
CONSTRUCTION PROJECT MANAGER, AS APPLICABLE. GC SHALL VERIFY WHAT, IF ANY,
SECURITY MEASURES WILL BE IMPLEMENTED.
08 41 14
HYDRAULIC CEMENT UNDERLAYMENT: PROVIDE SELF-LEVELING CEMENTITIOUS
UNDERLAYMENT AS INDICATED ON THE DRAWINGS AND MANUFACTURED BY THE FOLLOWING:
ARDEX, INC., ARDEX K-15, CONTACT MIKE WAGNER, (314) 724-2756 OR (724) 203-5000
01 56 36
01 58 13
G
01 64 00
ROUGH CARPENTRY: PROVIDE LOAD BEARING WOOD BLOCKING AS INDICATED ON THE
DRAWINGS. PROVIDE FIRE RETARDANT MATERIAL AS REQUIRED BY APPLICABLE CODES.
08 31 16
E
01 74 23
a)
b)
c)
D
d)
e)
f)
g)
h)
i)
EXISTING PRODUCTS: REMOVE AND REINSTALL EXISTING FIXTURES USING APPROVED RACK
MOVERS AS REQUIRED FOR FLOOR INSTALLATION AND/OR WALL PAINTING. FIXTURES ARE TO
BE REINSTALLED ACCORDING TO THE FIXTURE LAYOUT INDICATED ON THE DRAWINGS, WHICH
MAY DIFFER FROM THE EXISTING FIXTURE LAYOUT.
08 33 00
PROGRESS CLEANING: AFTER EACH NIGHT OF CONSTRUCTION THE FOLLOWING ITEMS SHALL
BE ADDRESSED:
A) ALL CONSTRUCTION MATERIAL, EQUIPMENT, TOOLS, AND TRASH MUST BE REMOVED FROM
THE PREMISES.
B) ALL STORE FIXTURES MOVED TO FACILITATE CONSTRUCTION MUST BE RESET.
C) STORE MUST BE CLEANED AND VACUUMED WITH GC'S EQUIPMENT AND SUPPLIES. USE OF
THE STORE'S VACUUM OR SUPPLIES IS STRICTLY PROHIBITED.]
02 22 00
02 41 00
08 33 26
PROTECTING INSTALLED CONSTRUCTION: ALL COMPLETED OR ADJACENT WORK SHALL BE
PROTECTED AT ALL TIMES.
CLOSEOUT PROCEDURES: PRIOR TO PSS ACCEPTANCE OF THE COMPLETED WORK, OBTAIN A
CERTIFICATE OF OCCUPANCY FROM THE AUTHORITY HAVING JURISDICTION (AHJ).
MEASURED DRAWINGS: WITHIN THE FIRST 24 HOURS ONSITE GC IS RESPONSIBLE FOR
VERIFICATION OF ALL CRITICAL DIMENSIONS INCLUDING BUT NOT LIMITED TO: STORE WIDTH,
STORE DEPTH, CEILING HEIGHT, STOREFRONT, AND SIGN BAND. UPON ARRIVAL AND
VERIFICATION, GC IS TO IMMEDIATELY CONTACT AND CONFIRM FINDINGS WITH PSS
CONSTRUCTION PROJECT MANAGER.
08 71 20
ACCESS PANELS AND FRAMES: PROVIDE 16 GAUGE STEEL ACCESS PANEL(S), AS INDICATED
ON THE DRAWINGS, WITH CONCEALED HINGE, FLUSH MOUNTED SCREWDRIVER OPERATED
08 81 00
FOR GLASS EXIT DOORS PROVIDE SECURITY LOCK AND ACCESSORIES AS INDICATED ON THE
DRAWINGS. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
SCHLUTER RENO RAMP AT THRESHOLD, (800) 472-4588
JOHNSTONITE BENDABLE TRACK #MTC-00-A, (800) 899-8916
ACCEPTABLE MANUFACTURERS:
DETEX, MODEL ECL-600, (800) 729-3839
VON DUPRIN, MODEL XP98 SERIES, (800) 999-0408
G.C. TO ENSURE THE FLOOR INSTALLERS UNDERSTAND THE MANUFACTURER'S INSTALLATION
REQUIREMENTS AND SHALL CONFIRM THIS IN WRITING TO THE PSS CONSTRUCTION PROJECT
MANAGER.
P-TRAP AND WATER SUPPLIES, WITH STOP VALVES, AS INDICATED ON THE DRAWINGS.
SECURITY DOOR VIEWER: PROVIDE SECURITY DOOR VIEWER AT EXTERIOR FREIGHT DOOR.
INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
PROVIDE BASE AS INDICATED ON THE DRAWINGS.
OTHER ACCEPTABLE MANUFACTURER'S MODELS:
CRANE, #24EFS WITH #830-AA & #832-AA, (800) 546-5476
ZURN, #Z-1996-24 WITH #Z-1996-SF & #Z-1996-HH, (800) 906-5060
PROVIDE REQUIRED PLUMBING ROUGH-INS AND FINAL CONNECTIONS, INCLUDING P-TRAPS
AND WATER SUPPLIES WITH STOP VALVES, AS INDICATED ON THE DRAWINGS.
SERVICE SINKS
PROVIDE FIAT #830-AA, SERVICE FAUCET. PROVIDE FIAT #832-AA, HOSE AND HOSE BRACKET.
RESILIENT TILE FLOORING:
VINYL FLOORING: INSTALL VINYL FLOORING, AS INDICATED ON THE DRAWINGS.
22 42 13
AUTOMATIC DOOR CLOSERS: PROVIDE AUTOMATIC DOOR CLOSER WITH FULL PLASTIC COVER
AND FULLY ADJUSTABLE SIZE 1-6 AS INDICATED ON DRAWINGS. FINISH: ALUMINUM 689.
CLOSERS SHALL CARRY A MINIMUM TEN-YEAR LIMITED WARRANTY.
PROVIDE REQUIRED PLUMBING ROUGH-INS AND FINAL CONNECTIONS, INCLUDING WATER
SUPPLIES WITH STOP VALVES.
STAIRS AND LANDINGS FLOORING: PROVIDE STAIR AND LANDING SURFACE WITH MATCHING
RISERS AND STRINGERS, STANDARD PROFILE WITH RAISED CIRCULAR DESIGN. STAIR TREAD
WITH SAFETY YELLOW NOSING AT TOP TREAD. MATERIALS AS INDICATED ON THE DRAWINGS.
OTHER ACCEPTABLE MANUFACTURER'S MODELS:
ACCEPTABLE MANUFACTURER:
ROPPE, (800) 537-9527
, (800) 456-4537]
[MR (IF EXISTING FIXTURES CAN BE RE-USED), NMR (IF EXISTING FIXTURES CAN BE RE-USED): USE
09 68 13
EMERGENCY BATTERY OPERATORS: PROVIDE AN EMERGENCY BATTERY POWER SYSTEM TO
PROVIDE STAND-BY, MANUAL AND AUTOMATIC OPERATION THROUGH AN INTERIOR AND
EXTERIOR ACCESSIBLE SYSTEM. THE SYSTEM IS TO HAVE DUAL GATE, OPEN/CLOSE
SENSIBILITY, AND MUST BE FULLY INTEGRATED WITH THE BATTERY INTERLOCK SYSTEM.
BATTERY TO HAVE A MINIMUM LIFE OF TWO YEARS AND A MAXIMUM AUTOMATIC RECHARGE
DURATION OF 12 HOURS.
CARPET TILES: INSTALL CARPET TILES, AS INDICATED ON THE DRAWINGS (SALES AREA).
REQUIRED MANUFACTURER'S MASTIC IS FURNISHED BY PSS. INSTALLATION TO BE BY A
QUALIFIED CARPET INSTALLER. CARPET INSTALLATION IS TO BE FROM SIDEWALL TO
SIDEWALL, STARTING AT THE FRONT OF THE STORE. PRIOR TO INSTALLATION, ALL MINOR
FLOOR IRREGULARITIES ARE TO BE PROPERLY REPAIRED AND FLOOR SURFACES
THOROUGHLY CLEANED OF ALL DIRT AND GRIT.
EXISTING WATER CLOSETS AND URINALS : REFURBISH AND/OR REPLACE INTERNAL FLUSHING
COMPONENTS TO LIKE NEW CONDITION. CLEAN EXTERIOR TO LIKE NEW CONDITION.
22 33 13
TRANSITION STRIPS: INSTALL RUBBER T-MOULDING (JOHNSONITE CE-20-A) BETWEEN CARPET
TILE AND CERAMIC TILE OR RESILIENT FLOORING SYSTEM. SECURE TO FLOOR SUBSTRATE
WITH METAL TRACK BASE MT-00-A.
July 31st, 2015
REVISIONS
2 Owner Comments
ACCEPTABLE MANUFACTURERS:
NATIONAL GUARD PRODUCTS, (800) 647-7874
PEMKO (ASSA ABLOY), (800) 824-3018
REESE ENTERPRISES, INC., (800) 328-0953
GLASS / GLAZING:
22 33 33
WOOD BASE:
PAINTED, AS INDICATED ON THE DRAWINGS. WOOD SHALL BE AWI CUSTOM GRADE; PLAIN
SAWN, GRADE II LUMBER.
EXTERIOR GLAZING:
09 90 00
ABOVE THE PSS CEILING. GLASS IS TO BE TEMPERED AND/OR INSULATED AS REQUIRED BY
CODE AND ENVIRONMENTAL CONDITIONS.
REUSE EXISTING STOREFRONT GLAZING ONLY IF INDICATED ON THE DRAWINGS AND WITH
PRIOR PSS APPROVAL.
08 87 13
FILMS FOR GLASS: PROVIDE WHITE, NON-REFLECTIVE GLAZING FILM ON INTERIOR FACE OF
EXTERIOR STOREFRONT GLASS WHERE INDICATED IN DRAWINGS WITH UV ABSORBING
MATERIALS THAT LIMIT THE WEIGHTED UV TRANSMISSION TO LESS THAN 5 PERCENT WHEN
MEASURED IN ACCORDANCE WITH ASTM E 903. FILM TO HAVE FLAME SPREAD INDEX OF 0 AND
SMOKE DEVELOPMENT INDEX OF 30 OR LESS WHEN TESTED IN ACCORDANCE TO ASTM E 84.
FILM TO HAVE MINIMUM PEEL STRENGTH OF 2,000 GRAMS PER INCH, AVERAGE OF TWO
SPECIMENS WHEN TESTED IN ACCORDANCE WITH ASTM D 3330.
09 21 16
PAINTS AND COATINGS: PROVIDE THE FOLLOWING PAINT SYSTEMS: COLOR AND EXTENT OF
SURFACES TO BE PAINTED AS INDICATED ON THE DRAWINGS. PAINT SYSTEMS TO BE APPLIED
PER MANUFACTURER'S DIRECTIONS / RECOMMENDATIONS. FINISH SURFACES TO BE FREE
FROM RUNS, DRIPS, RIDGES, WAVES, LAPS, BRUSH MARKS, AND VARIATIONS IN COLOR AND
TEXTURE WITH COMPLETE HIDING. APPLY EACH COAT TO PRODUCE A FILM OF UNIFORM
THICKNESS.
DIVISION 23 - HEATING, VENTILATION AND AIR-CONDITIONING (HVAC)
ACCEPTABLE MANUFACTURER: (NO SUBSTITUTIONS)
SHERWIN-WILLIAMS COMPANY, (800) 321-8194.
23 00 00
NOTE: REFER TO DRAWINGS FOR ADDITIONAL INFORMATION. ALTERNATE EQUIPMENT MUST BE
PRE-APPROVED BY PAYLESS SHOESOURCE.
EQUIVALENT.
EXPOSED METAL RAILINGS AND/OR COLUMNS: MINIMUM OF TWO COATS OF WATER-BASED,
PRECATALYZED EPOXY PAINT.
HIGH TRAFFIC SALES AREA WALLS: ALL EXPOSED WALL SURFACES IN THE SALES AREA BELOW
CORNER PROTECTION: ON ALL EXPOSED GYPSUM BOARD CORNERS, AFTER APPLICATION OF
AS INDICATED ON THE DRAWINGS. REFERENCE DRAWINGS FOR COLORS AND FINISHES. ON
FRCH / ARCHITECTURE, INC., P.C.
PSS HAS A NATIONAL ACCOUNT WITH CARRIER CORPORATION. ALL HVAC BIDDERS ARE TO
CONTACT THEIR NEAREST CARRIER DISTRIBUTOR OR THE NATIONAL ACCOUNTS DEPARTMENT
FOR PRE-DETERMINED PRICING AND AVAILABILITY. ORDER UPON AWARDED.
EXTERIOR SIGN BAND: PROVIDE FINISH SYSTEM AND COLOR AS INDICATED ON THE
DRAWINGS. CONTACT PSS FOR SIGN INSTALLER INFORMATION AND COORDINATE WITH SIGN
INSTALLER REGARDING PAINTING.
GENERAL: PROVIDE IMPACT RESISTANT GYPSUM BOARD, AT COLUMNS EXPOSED TO TRAFFIC
AND OTHER HIGH IMPACT AREAS, AS INDICATED ON THE DRAWINGS.
HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) : PROVIDE HEATING, VENTILATION, AND
AIR CONDITIONING SYSTEM FOR THE ENTIRE PREMISES, INCLUDING OFFICE AND RESTROOMS.
PROVIDE SUPPLY AND RETURN AIR DUCTS, CONCEALED BETWEEN THE FINISHED CEILING AND
ROOF AND/OR FLOOR STRUCTURE ABOVE, AND AS INDICATED ON THE DRAWINGS. INSULATE
THE EXTERIOR OF ALL SUPPLY AND RETURN AIR DUCTS. PROVIDE FLEXIBLE DUCTS TO
RECTANGULAR WITH BAKED ENAMEL OFF-WHITE FINISH. HVAC SYSTEM INSTALLATION TO
MEET APPLICABLE AMCA, ASTM, NFPA, AND SMACNA TECHNICAL STANDARDS AND ALL
APPLICABLE LOCAL CODES.
HOLLOW METAL DOORS AND FRAMES (SHOP PRIMED): MINIMUM OF TWO COATS OF
WATER-BASED, PRECATALYZED EPOXY PAINT.
GYPSUM BOARD ASSEMBLIES:
STORAGE-TYPE ELECTRIC DOMESTIC WATER HEATERS
SOMS, SIX (6) GALLON, FOAM-LINED, JUNIOR MODEL, ELECTRIC WATER HEATER (1650 ELEMENT
WATTAGE @ 120 VOLT), AS INDICATED ON DRAWINGS. HEATING ELEMENTS SHALL BE SUITABLE
FOR ELECTRICAL CURRENT HAVING CHARACTERISTICS INDICATED ON DRAWINGS, AND
COMPLETE WITH NECESSARY OPERATING AND SAFETY CONTROLS. EACH TANK SHALL BE
EQUIPPED WITH ALUMINUM ANODES FOR CORROSION PROTECTION. HEATERS SHALL BE UL
LISTED AND LABELED, MEETING EFFICIENCY REQUIREMENTS OF ASHRAE 90.1.
OTHER ACCEPTABLE MANUFACTURER'S MODELS:
INTERIOR GYPSUM BOARD WALLS:
ACCEPTABLE MANUFACTURERS:
CPF FILMS, INC, MODEL NRMW-PS3, (800) 255-8627
CARRIER CONTACTS:
[email protected] .
CARRIER ORDER PLACEMENT AND/OR DELIVERY INFORMATION.
TELEPHONE: (800) 690-1086
AFF.
OVERHEAD COILING GRILLES: INSTALL OVERHEAD COILING GRILLE(S), EITHER ELECTRICALLY
OR MANUALLY OPERATED WITH BOTTOM BAR AND SIDE GUIDES.
ACCEPTABLE MANUFACTURERS:
TRI-GUARDS, INC., TG8118, (800) 783-8445
KOROSEAL WALL PROTECTION SYSTEMS, KOROGUARD J118, (800) 628-0449
DIVISION 10 - SPECIALTIES
10 44 16
ACCEPTABLE MANUFACTURERS:
ALUMATEK PACIFIC, (800) 647-7049
DYNAFLAIR, (888) 624-2686
METRO DOOR, (800) 669-3667
REFERENCE DRAWINGS FOR BLOCKING LAYOUT.
SECURITY DOORS AND FRAMES: INSTALL PERFORATED OVERHEAD COILING DOOR(S) AS
INDICATED ON THE DRAWINGS WITH MINIMUM 16 GAUGE GALVANIZED STEEL SLATS.
AT WALLS TO RECEIVE CERAMIC WALL TILE AND CONSTRUCTED OF STEEL STUDS, PROVIDE 20
GAGE OR HEAVIER METAL STUDS.
ACCEPTABLE MANUFACTURERS
ALUMATEK PACIFIC, (800) 647-7049
DYNAFLAIR, DYNAPLEX PP, (888) 624-2686
METRO DOOR, PFM, (800) 669-3667
PARTITIONS: PROVIDE NON-BEARING PARTITIONS AS INDICATED ON THE DRAWINGS.
PARTITIONS TO BE TAPED, SANDED, AND READY FOR PAINT, LEVEL 3 FINISH. EXCEPTION:
RESTROOM PARTITIONS AND CEILINGS TO BE INSULATED WITH R-11 UNFACED, GLASS-FIBER
INSULATION FOR SOUND ATTENUATION, IF NOTED ON DRAWINGS.
ALL WALLS TO BE CONSTRUCTED STRAIGHT AND PLUMB.
ACCORDION FOLDING GRILLES: INSTALL ALUMINUM SIDE FOLDING GRILLE(S) AS INDICATED
09 30 13
CERAMIC TILE:
FIRE EXTINGUISHERS: PROVIDE A MINIMUM OF TWO 5 POUND, TYPE ABC PORTABLE FIRE
EXTINGUISHERS WITH WALL HANGERS OR MORE AS REQUIRED BY CODE OFFICIAL. INSTALL
ONE EXTINGUISHER IN OFFICE, NEXT TO THE ELECTRICAL PANEL AND ONE EXTINGUISHER AT
SIDE OF BACK WRAP OR AS LOCATED BY CODE OFFICIAL.
PROJECT INFORMATION
ACCEPTABLE MANUFACTURERS:
AMEREX CORPORATION, (847) 981-8550
ANSUL, INC., (715) 735-7411
BADGER FIRE PROTECTION, (800) 446-3857
BUCKEYE FIRE EQUIPMENT, (704) 739-7415
GUARDIAN FIRE EQUIPMENT, INC., (305) 633-0361
J.L. INDUSTRIES, INC., (800) 554-6077
KIDDE, (800) 880-6788
10 28 13
FLOOR TILE: INSTALL CERAMIC FLOOR TILE AND GROUT, AS INDICATED ON THE FINISH
SCHEDULE AND DRAWINGS. INSTALL TILE PER TILE COUNCIL OF NORTH AMERICA (TCNA),
Store #4781
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
TOILET ACCESSORIES: PROVIDE THE FOLLOWING TOILET ACCESSORIES AS INDICATED ON THE
DRAWINGS.
PROJECT #:
29567.000
PLATE GLASS MIRROR:
DRAWINGS. PROVIDE PENETRATING GROUT SEALER.
ACCEPTABLE MANUFACTURERS:
AMERICAN SPECIALTIES, INC., 0620, (914) 476-9000
BOBRICK, NO. B-165-1836, (800) 553-1600
BRADLEY CORPORATION, NO. 780, (800) 272-3539
MEEK MANUFACTURING COMPANY, M1500, (800) 643-2533
TUBULAR SPECIALTIES MANUFACTURING, INC., M-21, (800) 472-2227
PROVIDE ADDITIONAL MALL TILE AND GROUT OR OTHER FLOORING THAT ABUTS PROJECT
WORK AREAS AS INDICATED ON DRAWINGS.
ACCEPTABLE MANUFACTURERS:
AQUAMIX, INC., GROUT SEALER, (800) 366-6877
BOSTIK, CERAMASEAL MAGICSEAL, (800) 726-7845
ACCEPTABLE MANUFACTURERS:
ALUMATEK PACIFIC, (800) 647-7049
DYNAFLAIR, ELEGANCE PP, (888) 624-2686
METRO DOOR, SCREENGUARD, (800) 669-3667
08 35 16.17
ACCORDION FOLDING GRILLES WITH LEXAN INSERTS : INSTALL ALUMINUM SIDE FOLDING
GRILLE(S) AS INDICATED ON THE DRAWINGS WITH LEXAN VISION PANELS AND INTERMEDIATE
WALL TILE: PROVIDE CERAMIC/PORCELAIN/NATURAL STONE WALL TILE, AS INDICATED ON THE
DRAWINGS AND FINISH SCHEDULE. INSTALL TILE PER TILE COUNCIL OF NORTH AMERICA
(TCNA), LATEST EDITION, METHOD W242, FOR GYPSUM BOARD AND ORGANIC ADHESIVE. TILE
WITH ADJACENT BUILDING SURFACE.
ACCEPTABLE MANUFACTURERS:
ALUMATEK PACIFIC, (800) 647-7049
DYNAFLAIR, DYNAPLEX LP, (888) 624-2686
09 50 00
SHEET INFORMATION
GRAB BARS: MINIMUM 18 GAUGE STAINLESS STEEL, SMOOTH, #4 POLISHED SATIN FINISH,
CONCEALED MOUNTING, AS INDICATED ON THE DRAWINGS.
CONFER WITH PSS CONSTRUCTION PROJECT MANAGER PRIOR TO COMMENCING TILE
INSTALLATION. ENSURE SUBSTRATE CONDITION IS ADEQUATE FOR THE PROPER APPLICATION
INDICATED ON THE DRAWINGS.
FIBROUS REINFORCING: ADD SYNTHETIC FIBER REINFORCEMENT TO CONCRETE SLAB
ISSUE INFORMATION
OTHER ACCEPTABLE MANUFACTURER'S MODELS:
THRESHOLD:
RUBBER BASE:
08 35 16.15
PERFORATED ACCORDION FOLDING GRILLES: INSTALL PERFORATED SIDE FOLDING
DOOR(S) AS INDICATED ON THE DRAWINGS WITH MINIMUM 22 GAUGE GALVANIZED STEEL
SLATS.
DIVISION 03 - CONCRETE
INSTANTANEOUS ELECTRIC DOMESTIC WATER HEATERS : PROVIDE PVI INDUSTRIES #3.0 I-E,
3KW INSTANTANEOUS WATER HEATER (25 AMPS @ 120 VOLT, 41 DELTA T @ 0.5 GPM), IF
INDICATED ON PLANS.
INSULATE ALL EXPOSED HOT WATER PIPES.
FRAMING OR AS INDICATED ON DRAWINGS.
ACCEPTABLE MANUFACTURERS:
ALUMATEK PACIFIC, (800) 647-7049
DYNAFLAIR, ELEGANCE OP, (888) 624-2686
METRO DOOR, ECONOGUARD, (800) 669-3667
DEMOLITION: DEMOLISH AND REMOVE FROM THE PREMISES ALL EXISTING IMPROVEMENTS,
FIXTURES, ETC, EXCEPT THOSE INDICATED TO BE INCORPORATED INTO THE SCOPE OF WORK
OF THE PROJECT. GC SHALL IMMEDIATELY STOP WORK AND NOTIFY PSS WHEN DEMOLITION
WILL AFFECT STRUCTURAL INTEGRITY, COMPLIANCE WITH BUILDING OR FIRE CODE(S), OR
SUSPECTS AN ENCOUNTER WITH HAZARDOUS MATERIALS (SUCH AS ASBESTOS, PCB, ETC).
WATER CLOSETS AND URINALS
#2467.016, FLOOR-MOUNTED, ELONGATED BOWL, WHITE VITREOUS CHINA WATER CLOSET.
PROVIDE AMERICAN STANDARD #5901.110, WHITE, ELONGATED, HEAVY DUTY, OPEN FRONT
SEAT.
CORRIDOR, AND RESTROOMS).
INTERIOR GLAZING:
TO MAINTAIN FULL CLOSURE WITH ADJACENT BUILDING SURFACE.
EXISTING CONDITIONS ASSESSMENT:
LAVATORIES: AS SPECIFIED ON PLUMBING DRAWINGS.
1 Rev #1/Permit Response
COILING DOORS AND GRILLES:
CYLINDERS ON SECURITY LOCKS AND KEY STATIONS. U-CHANGE CYLINDERS SHALL BE
PROVIDED AND INSTALLED BY PSS' VENDOR, SECURITY SOLUTIONS.
08 35 16.13
PRIOR TO CUTTING SLAB IN 2ND/3RD FLOOR MALL STORES, X-RAY SLAB TO LOCATE SLAB
REINFORCEMENT. COORDINATE WITH LANDLORD FOR DIRECTION PRIOR TO CUTTING ANY
REINFORCEMENT.
03 24 00
22 42 16
ACCEPTABLE MANUFACTURERS:
PROJECTS WITH MOTORIZED DOOR AND/OR GRILLE: USE
ACCEPTABLE MANUFACTURERS:
ALUMATEK PACIFIC, (800) 647-7049
DYNAFLAIR, DYNAPLEX PP, (888) 624-2686
METRO DOOR, PFM, (800) 669-3667
USE WET SAW TO SAW CUT INTERIOR BUILDING SLABS. SAW CUT AND REMOVE SMALL
SECTIONS BY HAND.
A
PROVIDE REQUIRED PLUMBING ROUGH-INS AND FINAL CONNECTIONS, INCLUDING P-TRAPS
AND WATER SUPPLIES WITH STOP VALVES, AS INDICATED ON THE DRAWINGS.
ALL EXTERIOR DOORS SHALL RECEIVE INSULATION, WEATHER STRIPPING, DOOR BOTTOM, AND
THRESHOLD UNLESS NOTED OTHERWISE.
ACCEPTABLE MANUFACTURERS:
CORBIN RUSSWIN ARCHITECTURAL HARDWARE, DC6200, (800) 438-1951
DORMA ARCHITECTURAL HARDWARE, MODEL 8616, (800) 523-8483
DOR-O-MATIC CLOSERS, MODEL SC71, (800) 815-1517
LCN CLOSERS, MODEL 4020, (800) 526-2400
NORTON DOOR CONTROLS, MODEL 7500, (800) 438-1951
RYOBI, MODEL D-4550, (800) 525-2579
SARGENT MANUFACTURING COMPANY, MODEL 351, (800) 727-5477
YALE COMMERCIAL LOCKS AND HARDWARE, MODEL 4400, (800) 438-1951
LARGER.
FINISHED FLOOR ELEVATION: THE PROJECT'S FINISHED FLOOR ELEVATION SHALL MATCH THE
ADJOINING FINISHED SURFACE ELEVATION. PROJECT'S FINISHED FLOOR SHALL BE
ACCESSIBLE TO AN ADA COMPATIBLE PATH OF TRAVEL.
B
LAMINATE FLOORING:
SPECIFICATIONS, LOCATIONS, AND INSTALLATION INSTRUCTIONS ARE INDICATED ON THE
DRAWINGS.
STANDARD VINYL TILE:
08 71 15
08 33 23.02
PERFORATED OVERHEAD COILING DOORS: INSTALL PERFORATED OVERHEAD COILING
DOOR(S) AS INDICATED ON THE DRAWINGS WITH MINIMUM 22 GAUGE GALVANIZED STEEL OR 16
DIVISION 02 - EXISTING CONDITIONS
02 21 16
09 62 19
DRINKING FOUNTAINS: PROVIDE OASIS #PACSL BARRIER FREE, SPLIT LEVEL, DRINKING
FOUNTAIN AS INDICATED ON DRAWINGS. PROVIDE OASIS #035174-001 APRON ON UPPER UNIT
TO MEET ADA REQUIREMENTS.
DRAWN BY:
G. Hiestand
Liu
E.
IF EXISTING GRAB BARS ARE TO BE REUSED, THEN GC TO VERIFY THAT EXISTING GRAB BARS
COMPLY WITH CODE, ADA REQUIREMENTS, AND ARE LOCATED AS INDICATED ON THE
DRAWINGS. GC TO ADJUST AND/OR REPLACE GRAB BARS AS REQUIRED FOR COMPLIANCE.]
10 51 00
LOCKERS: INSTALL METAL LOCKER/COAT RACK, AS INDICATED ON THE DRAWINGS.
10 56 23
WIRE STORAGE SHELVING: PROVIDE CONTINUOUS WALL-TO-WALL WIRE FRAME SHELF
CEILINGS: PROVIDE ACOUSTICAL LAY-IN CEILING PANELS AND METAL SUSPENSION SYSTEM
ACCESSORIES, AS INDICATED ON THE DRAWINGS.
REVIEWED BY:
R. Rink
SCALE:
As Noted
AUTHORIZED FOR:
Landlord / Permit
OF AND NOT INTERFERE WITH DOOR OPERATION.
A-801
C
USER: CBONIFAS
USER: CBONIFAS
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A-801 A-801
01 77 00
NOTE: REFER TO DRAWINGS FOR ADDITIONAL INFORMATION. ALTERNATE FIXTURES MUST BE
PRE-APPROVED BY PAYLESS SHOESOURCE.
DIVISION 09 - FINISHES
08 34 53
C
DIVISION 22 - PLUMBING
22 47 13
09 65 19
CONSTRUCT AND FINISH SUPPORT FRAMES, SOFFITS, AND ENCLOSURES NECESSARY TO
COMPLETE THE STOREFRONT AS INDICATED ON THE DRAWINGS AND PER MANUFACTURER'S
RECOMMENDATIONS. ALL EXTERIOR COMPONENTS TO BE ENCLOSED IN A MINIMUM 22 GAUGE
WEATHERPROOF ENCLOSURE. IF AN EXISTING DOOR OR GRILLE IS USED, REFURBISH ITEM TO
PSS LEASED OR OWNED INTERIOR AND EXTERIOR SPACES WITHOUT NOTED CONSTRUCTION
SHALL BE CLEANED IN ACCORDANCE WITH THE ABOVE CRITERIA.
01 76 00
COORDINATE WITH LIGHTING LAYOUT FOR PLACEMENT OF SPRINKLER HEADS. REFERENCE
DRAWINGS.
IF EXISTING FLOOR STRUCTURE IS OTHER THAN CONCRETE, THEN SUBMIT PROPOSED
PREPARATION TO PSS FOR APPROVAL, PRIOR TO THE START OF ANY CONSTRUCTION.
ACCEPTABLE MANUFACTURERS:
IVES, MODEL U698, (877) 613-8766
ROCKWOOD, MODEL 622, (800) 458-2424
COORDINATE DOOR OR GRILLE INSTALLATION WITH PSS CONSTRUCTION PROJECT MANAGER
AND THE INSTALLING GC.
PROJECT SITE TO BE THOROUGHLY CLEANED AS FOLLOWS:
GLASS AND METAL FRAMING: WASHED AND POLISHED WITH LABELS, PAINT MARKS, AND
EXCESSIVE SEALANT REMOVED.
FLOORS: BROOM CLEANED, VACUUM OR DUST MOPPED WITH SCUFF MARKS REMOVED.
CARPET: CLEAN AND VACUUM CARPET OF DIRT AND STAINS PER CARPET MANUFACTURER'S
DIRECTIONS/RECOMMENDATIONS.
HARDWARE: CLEANED OF DIRT AND PROTECTIVE COATINGS AND POLISHED.
WALLS AND VERTICAL SURFACES: DUSTED, WIPED, AND CLEANED OF DIRT AND STAINS.
CERAMIC FLOOR TILE AND/OR FLOORING SYSTEMS: CLEANED PER MANUFACTURER'S
INSTRUCTIONS.
MILLWORK AND FIXTURES: CLEANED OF DUST AND DIRT WITH PROTECTIVE COATINGS
REMOVED.
RESTROOM MIRRORS AND FIXTURE: WASHED, LABELS AND MARKS REMOVED, AND POLISHED.
LIGHT FIXTURES, GRILLES, AND DIFFUSERS: CLEANED OF DUST.
FLOORING: PREPARE EXISTING FLOOR STRUCTURE TO RECEIVE CARPET OR TILE FLOORING
SYSTEMS, AS INDICATED ON THE DRAWINGS. REPAIR DEPRESSIONS, CRACKS, JOINTS, AND
HOLES AS INDICATED IN SECTION 03 54 16.
EXISTING FLOOR TO HAVE MISSING FLOOR TILES REPLACED, EXISTING FLOOR TILES FIRMLY
BONDED TO THE FLOOR, DRY, AND FREE OF DIRT AND WAX. FILL CRACKS IN EXISTING
CONCRETE FLOOR TO RECEIVE CERAMIC TILE WITH EPOXY.
TRANSITIONS: PROVIDE TRANSITIONS AS INDICATED ON THE DRAWINGS.
FOR ELECTRICALLY OPERATED COILING DOORS AND GRILLES, THE MOTOR SHALL BE SIZED
PER THE MANUFACTURER'S RECOMMENDATION AND PROVIDED WITH AN AUTOMATIC
RESETTING THERMAL OVERLOAD PROTECTION. A BATTERY BACKUP SHALL BE PROVIDED IF
REQUIRED. THE CONTROL OPERATOR SHALL INCLUDE AN INTERLOCK SYSTEM TO PREVENT
OPERATION OF THE DOOR OR GRILLE WHEN LOCKED, AS INDICATED ON THE DRAWINGS.
EMERGENCY EGRESS RELEASE SHALL BE PROVIDED IF REQUIRED BY LOCAL CODE.
FINAL CLEANING: ALL INSTALLED ITEMS SHALL BE CLEAN AND FREE OF DIRT, DUST, LABELS,
TAPE, MARKINGS, ETC. PRIOR TO PSS POSSESSION.
ALL CONSTRUCTION MATERIAL, EQUIPMENT, AND DEBRIS SHALL BE REMOVED AT THE
COMPLETION OF WORK AND PROJECT SITE DELIVERED TO PSS READY FOR INSTALLATION OF
FIXTURES AND MERCHANDISE.
FIRE SUPPRESSION (EXISTING): MODIFY EXISTING FIRE SUPPRESSION SYSTEM IN
ACCORDANCE WITH ALL CODES HAVING JURISDICTION, AS REQUIRED. DESIGN AND LOCATE
SPRINKLER HEADS IN CONJUNCTION WITH THE REFLECTED CEILING PLAN AND FLOOR PLAN.
DESIGN LAYOUT TO TAKE IN CONSIDERATION SHELVING AND TOP STOCK. GC IS RESPONSIBLE
TO COORDINATE FIRE SUPPRESSION WORK WITH ALL OTHER TRADES. USE
SUBCONTRACTORS SHOP DRAWINGS FOR ALL APPROVAL SUBMISSIONS REQUIRED. ]
REFER TO 26 00 00 FOR UNDER-FLOOR ELECTRICAL AND TELEPHONE CONDUITS.
ACCEPTABLE MANUFACTURERS:
ACUDOR PRODUCTS, INC., (800) 722-0501
BABCOCK DAVIS, (888) 412-3726
BAR-CO, (334) 347-9451
CESCO PRODUCTS, (888) 422-3726
JL INDUSTRIES, (800) 554-6077
KARP ASSOCIATES, (800) 888-4212
MILCOR, INC., (800) 624-8642
NYSTROM BUILDING PRODUCTS, (800) 547-2635
PRODUCT DELIVERY REQUIREMENTS: OWNER-FURNISHED ITEMS SHALL BE SENT BY PSS
UPON GC'S REQUEST, BUT SHIPMENT DATE SHALL NOT BE LESS THAN THREE WEEKS PRIOR TO
DATE REQUIRED FOR INSTALLATION. ITEMS SHALL BE SHIPPED FREIGHT PREPAID TO
CONSIGNEE AT THE ADDRESS DESIGNATED BY THE GC. GC ACCEPTS RISK OF LOSS PRIOR TO
INSTALLATION OF ITEMS INTO THE PROJECT.
21 00 00
PRIOR TO COMMENCING WORK, VERIFY THAT ALL LEASE SPACE FIRE SUPPRESSION SYSTEM
COMPONENTS HAVE EITHER BEEN UPDATED OR ARE NOT LISTED IN THE TYCO FIRE PRODUCTS
VOLUNTARY RECALL. AFFECTED MODELS OF CENTRAL AND GEM WET SPRINKLERS, CENTRAL
AND GEM DRY SPRINKLERS, AND ALL OTHERS LISTED ON THE FOLLOWING WEBSITE
WWW.SPRINKLERREPLACEMENT.COM AND FOUND WITHIN THE LEASE SPACE ARE TO BE
REPLACED BY THE LANDLORD PRIOR TO PSS OCCUPANCY AND FINAL BUILDING INSPECTIONS.
EXISTING CONCRETE SLABS SHALL BE CORRECTED TO ACHIEVE FLATNESS/LEVELNESS
REQUIREMENTS AS INDICATED IN SECTION 03 35 13.
ACCEPTABLE MANUFACTURER:
POWERGUARD CORPORATION, UV10 WITH DUAL GATE, (360) 289-4908]
F
01 74 13
DOOR HARDWARE:
ENTRY AND/OR VESTIBULE CARPET TILE: INSTALL PSS PROVIDED ENTRY WALKOFF TILE, AS
INDICATED ON THE DRAWINGS.
FIRE SUPPRESSION (NEW): PROVIDE A FIRE SUPPRESSION SYSTEM IN ACCORDANCE WITH ALL
CODES HAVING JURISDICTION. DESIGN AND LOCATE SPRINKLER HEADS IN CONJUNCTION WITH
THE REFLECTED CEILING PLAN AND FLOOR PLAN. DESIGN LAYOUT TO TAKE IN
CONSIDERATION SHELVING AND TOP STOCK. GC IS RESPONSIBLE TO COORDINATE FIRE
SUPPRESSION WORK WITH ALL OTHER TRADES. USE SUBGCS SHOP DRAWINGS FOR ALL
APPROVAL SUBMISSIONS REQUIRED.]
CEILING HEIGHTS SHALL BE AS INDICATED ON THE DRAWINGS. PROVIDE EDGE TRIM AND
ACCESSORIES AS REQUIRED.
#DD-QRA, BY PHOENIX INDUSTRIES, AS INDICATED ON THE DRAWINGS. IF DOUBLE DEFENDER
IS NOT AVAILABLE, THEN SECURITY LOCK BY DETEX WILL BE FURNISHED BY PSS.
HOLLOW METAL DOORS AND FRAMES: PROVIDE HOLLOW METAL DOOR(S) AND FRAME(S) AS
INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. DOOR(S) AND FRAME(S) SHALL BE
FACTORY PRIMED FOR FIELD PAINTING. HARDWARE AS SPECIFIED ON DRAWINGS.
INTERIOR DOORS AND FRAMES: PROVIDE HOLLOW METAL DOORS AND FRAMES, MINIMUM 18
GAUGE, AS INDICATED ON DRAWINGS.
CASEWORK: INSTALL SLAT WALL, CORNER BOXES, FINS, REGISTER COUNTER,
MISCELLANEOUS MERCHANDISING FIXTURES, AND OTHER PLASTIC LAMINATE CASEWORK, AS
INDICATED ON THE DRAWINGS. GC TO CLEAN, RESTORE TO LIKE NEW CONDITION, AND
INSTALL ITEMS AS REQUIRED, INCLUDING MISCELLANEOUS ITEMS NOT SPECIFICALLY
INDICATED.
21 00 00
RESTROOM CEILINGS TO BE EITHER ACOUSTICAL LAY-IN OR SUSPENDED GYPSUM BOARD.
PROVIDE DETEX DEVICE AS NOTED IN DOOR SCHEDULE.
SMOKE VENTS: PROVIDE SMOKE EXHAUST AND/OR FIRE ALARM SYSTEMS, IF INDICATED ON
THE DRAWINGS OR IN COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS. EQUIPMENT
/ SYSTEM IS TO BE COMPATIBLE WITH MALL OR LANDLORD'S EQUIPMENT / SYSTEM, UL AND FM
LISTED. GC TO CONFIRM TO PSS CONSTRUCTION PROJECT MANAGER, IN WRITING, THE MALL
OR LANDLORD'S ACCEPTANCE OF THE EQUIPMENT / SYSTEM PROVIDED.
OWNER-FURNISHED PRODUCTS: REFER TO THE WORK RESPONSIBILITY MATRIX FOR
OWNER-FURNISHED PRODUCTS.
SAFES: INSTALL SAFE(S), USING PSS FURNISHED BOLTS, AFTER PREMISES ARE CLOSED IN, AS
INDICATED ON THE DRAWINGS. INSTALL SAFE UNDER THE REGISTER COUNTER AND BOLT TO
THE FLOOR. APPROXIMATE WEIGHT OF THE SAFE IS 170 LBS. BIOMETRIC PAD OR HUB
CONNECTIONS, SET-UP, AND CONFIGURATION BY OTHER PSS VENDORS.
DIVISION 21 - FIRE SUPPRESSION
COORDINATE WITH MECHANICAL AND ELECTRICAL GCS TO ENSURE PROPER SUPPORT FOR
LIGHT FIXTURES, GRILLES, AND CEILING DIFFUSERS IS PROVIDED.
L1 - FREIGHT/EXTERIOR EGRESS DOOR LOCKS: INSTALL SECURITY LOCKS ON FREIGHT DOOR
AND OTHER EXTERIOR EGRESS DOORS AS INDICATED ON DRAWINGS. INSTALL PER
MANUFACTURER'S WRITTEN INSTRUCTIONS.
MEMBRANE ROOFING: ROOF PENETRATIONS, IF REQUIRED, ARE TO BE MADE BY THE
LANDLORD'S ROOFING GC AND IN ACCORDANCE WITH THE LANDLORD'S CRITERIA.
TEMPORARY PROJECT SIGNAGE: COORDINATE DELIVERY AND INSTALLATION OF PSS SPECIAL
GRAPHICS WITH PSS CONSTRUCTION PROJECT MANAGER.
NOTIFY THE PSS CONSTRUCTION PROJECT MANAGER IF ITEMS ARE DISCOVERED TO BE NOT
ACCEPTABLE, DUE TO NON-REPAIRABLE DAMAGES AND/OR COLOR VARIATIONS, SO THAT
REPLACEMENT ITEMS CAN BE ORDERED BY PSS.
01 73 26
METAL SUSPENSION SYSTEM (FIRE-RATED):
SYSTEM, WHITE.
PROVIDE ONE OF THE FOLLOWING FIRE-RATED SUSPENSION SYSTEMS AND ALL ACCESSORIES
AS REQUIRED BY CODE AND AS INDICATED ON DRAWINGS:
PRELUDE XL BY ARMSTRONG
DONN BRAND DX BY USG
ENTRANCE DOORS TO HAVE 1/4" CLEAR TEMPERED GLASS WITH TOP, BOTTOM AND STANDARD
INTERMEDIATE OFFSET PIVOTS. REFERENCE DRAWINGS FOR DOOR LOCATIONS.
THERMAL INSULATION: PROVIDE OR MAINTAIN MINIMUM INSULATION VALUES OF R-11 IN
EXTERIOR AND DEMISING WALL ASSEMBLIES AND R-19 IN ROOF/CEILING ASSEMBLIES, IF
INDICATED ON DRAWINGS.
EXTERIOR FREIGHT DOOR FRAMES: PROVIDE 14 GAUGE COLD ROLLED STEEL FRAME(S) WITH
14 GAUGE STRIKE, 9 GAUGE HINGE, AND 12 GAUGE CLOSER REINFORCEMENTS. INSTALLED
FRAME SHALL BE GROUTED SOLID AT PERIMETER. PAINT EXTERIOR OF FRAME(S) TO MATCH
EXTERIOR. SEE DRAWINGS FOR SIZES AND LOCATIONS.
ALL OWNER-FURNISHED ITEMS THAT ARE NOT NEW SHALL BE CAREFULLY INSPECTED,
01 65 00
12 48 43
PROVIDE SINGLE CYLINDER DEAD BOLT SECURITY LOCK WITH KEYED CYLINDER. U-CHANGE
CYLINDER INSTALLATION SHALL BE PROVIDED AND INSTALLED BY PSS' VENDOR, SECURITY
SOLUTIONS.
EXTERIOR FREIGHT DOORS: FULL FLUSH, INSULATED CORE (POLYSTYRENE, URETHANE, ETC.),
18 GAUGE MINIMUM COLD ROLLED STEEL. PAINT EXTERIOR OF DOOR(S) TO MATCH EXTERIOR.
TEMPORARY SECURITY ENCLOSURES: VERIFY AND NOTIFY CFM OF VACANT SPACE, ADJACENT
TO THE PREMISES. LANDLORD SHALL SECURE BOTH FRONT AND REAR WITH STOREFRONT,
PLYWOOD, OR METAL DOOR TO PREVENT ENTRY BY UNAUTHORIZED PERSONS.
18
THE GC TO ENSURE THAT ALL INSTALLED ITEMS ARE CLEAN AND FREE OF DIRT, DUST, LABELS,
TAPE, MARKINGS, ETC. PRIOR TO PSS POSSESSION.
DOOR HARDWARE FINISH SHALL MATCH US26D UNLESS NOTED OTHERWISE.
ACCEPTABLE MANUFACTURERS:
AMWELD BUILDING PRODUCT DIVISION, (330) 527-4385
CECO DOOR DIVISION, (888) 232-6366
CURRIES, (641) 423-1334
FENESTRA CORPORATION, (480) 836-1308
KEWANEE CORPORATION, (708) 458-1171
MESKER, (256) 851-6670
STEELCRAFT MANUFACTURING CO., (800) 930-8585
DUNBARTON - REDIFRAME, (800) 633-7553
REPUBLIC STEEL, (800) 733-3667
WINDSOR REPUBLIC DOORS, (800) 733-3667
TEMPORARY SECURITY BARRICADES: PROVIDE BARRICADES / ENCLOSURES PER LANDLORD
CRITERIA.
17
FOR PSS FURNISHED ITEMS THAT ARE NOT NEW THE GC IS TO INSPECT, CLEAN, AND RESTORE
TO LIKE NEW CONDITION. ITEMS DISCOVERED BY THE GC TO BE NOT ACCEPTABLE DUE TO
NON-REPAIRABLE DAMAGE AND/OR COLOR VARIATIONS ARE TO BE BROUGHT PROMPTLY TO
THE ATTENTION OF THE PSS CONSTRUCTION PROJECT MANAGER FOR REPLACEMENT.
ACOUSTICAL LAY-IN PANELS (FIRE-RATED): FIRE-RATED PANELS, SQUARE EDGE,
NON-PERFORATED, CLASS A, WHITE, SIZE AS SHOWN. PROVIDE ONE OF THE FOLLOWING
FIRE-RATED CEILING SYSTEMS AND ALL ACCESSORIES AS REQUIRED BY CODE AND AS
DRAWINGS:
ACCEPTABLE MANUFACTURERS:
ARCADIA, INC. AR450, (323) 269-7300
CR LAURENCE, (800) 262-3299
KAWNEER, MODEL 190, (877) 767-9107
SOUTHWEST ALUMINUM SYSTEMS, INC., (602) 961-2000
TUBELITE, INC., NARROW STILE, (800) 866-2227
US ALUMINUM CORP. IT451, (800) 627-6440
VISTAWALL SERIES 3000, (800) 869-4567
IF DOOR WIDTH IS DIFFERENT THAN PLANS, THEN ADVISE PSS CPM.
SCREEN COVERING IS ALSO REQUIRED AT STOREFRONT AND/OR AREA OF TRANSITION
BETWEEN CARPET AND TILE AS A MEANS OF DUST CONTROL.
01 56 33
12 30 00
ALUMINUM-FRAMED STOREFRONT DOOR: PROVIDE NARROW STILE DOOR(S) AS INDICATED ON
THE DRAWINGS. CLEAR ANODIZED ALUMINUM FINISH (#17).
08 00 00
TEMPORARY DUST BARRIERS: PRIOR TO THE START OF THE CONSTRUCTION PERIOD, IS TO
COVER PSS'S FIXTURES, REGISTERS, AND MERCHANDISE WITH POLYETHYLENE SHEETING
(MINIMUM 4 MIL THICKNESS) AND MAINTAIN IN PLACE DURING CONSTRUCTION. AT THE
CONCLUSION OF THE CONSTRUCTION PERIOD, THE GC IS TO REMOVE AND DISPOSE OF ALL
SHEETING. ENSURE THAT DUST AND DEBRIS IS KEPT OFF FIXTURES, REGISTERS, AND
MERCHANDISE. SHEETING IS TO BE USED ONLY ONCE WITH NEW SHEETING FOR EACH NIGHT
OF CONSTRUCTION.
11 16 16
METAL SUSPENSION SYSTEM (TYPICAL):
PROVIDE ONE OF THE FOLLOWING SUSPENSION SYSTEMS AND ALL ACCESSORIES:
PRELUDE XL BY ARMSTRONG
DONN BRAND DX BY USG
DIVISION 08 - OPENINGS
08 11 13
16
DIVISION 11 - EQUIPMENT
REFERENCE THE DRAWINGS FOR ANY SPECIFIC LANDLORD REQUIREMENTS REGARDING THE
STOREFRONT SYSTEM.
HIGH-TOLERANCE CONCRETE FLOOR FINISHING: ON-GRADE CONCRETE SLABS SHALL
CONFORM TO THE FOLLOWING SURFACE PROFILE TOLERANCES IN ACCORDANCE WITH ASTM E
1155:
SLABS TO RECEIVE CERAMIC TILE: FF 50/FL 30.
ALL OTHER SLABS: FF 30/FL20.
EXTERIOR DOORS SHALL HAVE DADE COUNTY PRODUCT CONTROL NOTICE OF ACCEPTANCE
(NOA) NUMBERS TO MEET THE HIGH VELOCITY HURRICANE ZONE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE AS NECESSARY TO OBTAIN PERMITS REQUIRED FOR
ACCEPTANCE OF WORK BY JURISDICTIONAL AUTHORITIES. VERIFY ACCEPTANCE OF PRODUCT
APPROVALS BY JURISDICTIONAL AUTHORITIES BEFORE FABRICATION. THE VARIOUS SYSTEMS,
IN THEIR FABRICATION AND INSTALLATION, SHALL COMPLY WITH THE NOA SUBMITTAL DATA
AND SUPPORTING DRAWINGS AND DOCUMENTATION. PROVIDE EXTERIOR DOOR, FRAME, AND
HARDWARE AS AN ASSEMBLY APPROVED FOR DESIGN PRESSURES CALCULATED IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE BEARING FLORIDA PRODUCT CONTROL
NUMBERS OR MIAMI-DADE COUNTY PRODUCT CONTROL NOTICE OF ACCEPTANCE NUMBER
FOR INTENDED APPLICATIONS AND FUNCTIONS OF EXTERIOR DOOR TYPE.
FEES: PAY ALL APPLICABLE PROJECT FEES AS ESTABLISHED BY UTILITIES, FEDERAL, STATE
AND LOCAL AGENCIES. FEES MAY INCLUDE, BUT ARE NOT LIMITED TO, PERMITS, PLAN CHECK
FEES, UTILITY TAP FEES, MEA APPROVAL TAGS (NYC), AND TEMPORARY UTILITIES (INCLUDING
BUT NOT LIMITED TO GAS, ELECTRICITY, WATER, AND TRASH REMOVAL). THIS DOES NOT
APPLY TO TELEPHONE SERVICE.
15
DISPLAY PANELS: INSTALL DISPLAY PANELS AS INDICATED ON THE DRAWINGS.
MANUFACTURER INFORMATION:
PHOENIX INDUSTRIES, (800) 238-3203
DETEX, (800) 729-3839
CODES: ALL PROJECT COMPONENTS, WHETHER EXISTING OR NEW CONSTRUCTION, ARE TO
COMPLY WITH ALL CURRENT AND APPLICABLE FIRE, HEALTH, SAFETY, AND BUILDING CODES.
PROJECT IS TO COMPLY WITH CURRENT AND APPLICABLE FEDERAL OCCUPATIONAL SAFETY
AND HEALTH ACT (OSHA) AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS AND
LOCAL ACCESSIBILITY CODE(S).
14
DIVISION 12 - FURNISHINGS
09 60 00
07 21 00
13
ACOUSTICAL LAY-IN PANELS (TYPICAL): NON FIRE-RATED PANELS, SQUARE EDGE,
NON-PERFORATED, CLASS A, WHITE, SIZE AS SHOWN. PROVIDE ONE OF THE FOLLOWING, AS
INDICATED ON THE DRAWINGS:
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
CRITICAL PATH METHOD: A CRITICAL PATH METHOD (CPM) SCHEDULE SHALL BE PREPARED BY
THE GC AND REVIEWED WITH THE STORE MANAGER AT LEAST ONE WEEK PRIOR TO
CONSTRUCTION. UPON START OF CONSTRUCTION, THE GC SHALL REVIEW THE SCHEDULE ON
A DAILY BASIS WITH THE STORE MANAGER.]
12
ACCEPTABLE MANUFACTURERS:
ARMSTRONG WORLD INDUSTRIES INC., (877) 276-7876.
USG INTERIORS, (800) 950-3839.
ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS: PROVIDE STOREFRONT SYSTEMS AS
PROVIDE BOTTOM CHANNEL GLAZING BASE, SATIN NATURAL (CLEAR ANODIZED ALUMINUM)
AND ASSOCIATED SYSTEM ACCESSORIES. PROVIDE ONE INTERMEDIATE GLAZING CLAMP AT
MID-SPAN OF EACH OPEN WALL-TO-GLASS JOINT AND GLASS-TO-GLASS JOINT AS INDICATED
ON DRAWINGS.
08 71 00
01 32 16
11
ACCEPTABLE MANUFACTURERS:
ARCADIA, INC., AR450, THERMAL: AG451T, (323) 269-7300
CR LAURENCE, (800) 262-3299
EFCO CORPORATION, 402 NT, THERMAL :403T, (800) 221-4169
KAWNEER TRIFAB VG 451, THERMAL: VG451T, (877) 767-9107
SOUTHWEST ALUMINUM SYSTEMS, INC., (602) 961-2000
TUBELITE, INC., 14000 SERIES, (800) 866-2227 (SPECIFY STANDARD OR THERMAL WHEN
ORDERING)
US ALUMINUM CORP., 451, THERMAL: IT451, (800) 627-6440
VISTAWALL ARCHITECTURAL PRODUCTS, SERIES 3000, THERMAL: SERIES 3000 THERMAL
MULTIPLANE, (800) 869-4567
DIVISION 06 - WOOD, PLASTICS AND COMPOSITES
06 10 00
10
OTHERWISE ON DRAWINGS.
ACHIEVE FLATNESS/LEVELNESS REQUIREMENTS AS PER SECTION 03 35 13. INSTALL USING
MANUFACTURER APPROVED MIXING TOOLS, EQUIPMENT, AND METHODS. INSTALL
UNDERLAYMENT FROM FEATHEREDGE TO REQUIRED THICKNESS IN ONE POUR.
UNDERLAYMENT SHALL DEVELOP A COMPRESSIVE STRENGTH OF APPROXIMATELY 4100 PSI,
AS PER ASTM C-109/MOD. UTILIZE ARDEX PRIMERS, ADDITIVES, AND FEATHER FINISH
SELF-DRYING, CEMENT-BASED, FINISHING UNDERLAYMENT SKIM COAT/FLASH PATCH AS
REQUIRED BY PROJECT CONDITIONS AND MANUFACTURER'S INSTALLATION DIRECTIONS.
PROJECT MANAGEMENT AND COORDINATION : THE GC SHALL PROVIDE A COPY OF THE
DRAWINGS AND SPECIFICATIONS TO EACH SUBGC PERFORMING WORK ON THE PROJECT. THE
GC SHALL PROVIDE THE NAME AND ADDRESS, INCLUDING CONTACT INFORMATION,
TELEPHONE NUMBERS, AND E-MAIL ADDRESSES, OF EACH SUBCONTRACTOR TO PSS.
9
METRO DOOR, V36 GRILLE, (800) 669-3667
CONCRETE FINISH FLOORS SHALL HAVE A HARD STEEL TROWELED FINISH UNLESS INDICATED
OTHERWISE ON THE DRAWINGS. PLACE, STRIKE OFF, CONSOLIDATE, LEVEL AND FLOAT TO THE
PROPER ELEVATION. TROWELING SHALL BEGIN AFTER SURFACE HAS RECEIVED A FLOAT
FINISH. THE SLAB DRYING MUST PROCEED NATURALLY AND MUST NOT BE HASTENED BY THE
DUSTING ON OF DRY CEMENT OR SAND. LIGHTLY TOOL ALL EDGES AT CONSTRUCTION JOINTS
AND EXERCISE CARE THAT SLAB EDGES ARE NOT DEPRESSED ALONG BULKHEADS DURING
FINISHING OPERATIONS, PARTICULARLY HAND TROWELING. EXTERIOR SLABS, SIDEWALKS,
PADS AND RAMPS SHALL HAVE A LIGHT BROOM FINISH UNLESS INDICATED OTHERWISE ON THE
DRAWINGS.
IF THERE IS A CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS DURING
CONSTRUCTION, THE GC IS TO CONTACT THE PSS CONSTRUCTION PROJECT MANAGER FOR
CLARIFICATION AND DIRECTION. IF THERE IS A CONFLICT DURING THE BID PROCESS, FOLLOW
THE BID INSTRUCTION FOR A CLARIFICATION.
01 31 00
8
CONCRETE INSTITUTE ACI-318.
WORK RESTRICTIONS: WORK SHALL BEGIN NO EARLIER THAN 1/2 HOUR AFTER REGULARLY
SCHEDULED PSS BUSINESS HOURS AND END WORK NO LATER THAN 1/2 HOUR BEFORE PSS
SCHEDULED OPENING.]
ACCESS TO SITE: COORDINATE WORK AND ACCESS TO PREMISES WITH THE MALL MANAGER,
LANDLORD'S TENANT COORDINATOR, LANDLORD'S GENERAL GC, OR OTHER DESIGNATED
AGENT.
7
MIXTURE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND AT THE RATE
PRESCRIBED BY MANUFACTURER. MIX SYNTHETIC FIBER REINFORCEMENT IN CONCRETE
MIXER IN ACCORDANCE WITH MIXING TIME AND SPEED OF ASTM C 94 TO ENSURE UNIFORM
DISTRIBUTION AND RANDOM ORIENTATION OF FIBERS THROUGHOUT CONCRETE.
PROVIDE ONE OF THE FOLLOWING:
PROPEX CONCRETE SYSTEMS CORP, FIBERMESH 300, (800) 621-1273
BUCKEYE TECHNOLOGIES, INC., ULTRAFIBER 500, (866) 663-8999
NYCON, INC., PROCONM, (800) 456-9266
SUMMARY OF WORK: AS NOTED IN THE WORK RESPONSIBILITY MATRIX, PSS CONTRACTOR
SHALL PROVIDE AT THEIR RESPECTIVE SOLE COST, ALL MATERIALS, EQUIPMENT, AND
APPLIANCES REQUIRED TO PROPERLY COMPLETE ALL WORK DESCRIBED IN THE CONTRACT
DOCUMENTS (SPECIFICATIONS AND DRAWINGS.)
01 14 13
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PACKAGE DELIVERY FROM THE PSS LIGHTING SUPPLIER AND INSPECT FOR CORRECT
PRODUCT, QUANTITY AND/OR DAMAGE. IF INCORRECT PRODUCT, QUANTITY, OR DAMAGED IS
DISCOVERED, FILE A CLAIM WITH THE PSS CONSTRUCTION PROJECT MANAGER, REQUESTING
REPLACEMENT FIXTURES. ANY MONETARY LOSS INCURRED BY PSS RESULTING FROM THE GC
NOT FILING PROPER FREIGHT CLAIMS SHALL DEDUCTED FROM THE FINAL DRAW.
NEW HVAC SYSTEM: PROVIDE CARRIER HEATING AND AIR CONDITIONING ROOF TOP UNITS
(RTU) AS INDICATED ON THE DRAWINGS.
P
5
PROVIDE A FIVE YEAR WRITTEN WARRANTY, INCLUDING LABOR AND PARTS, ON AIR
CONDITIONING COMPRESSORS. PROVIDE A TEN YEAR WRITTEN WARRANTY, INCLUDING
LABOR AND PARTS, ON GAS FIRED HEAT EXCHANGERS. PROVIDE ONE YEAR WRITTEN
WARRANTY ON COMPLETE INSTALLATIONS.
PROVIDE MATERIAL AND LABOR FOR COMPLETE INSTALLATION OF THE LIGHTING PACKAGE IN
ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, APPLICABLE CODES,
AND THE CONTRACT DOCUMENTS. WORK INCLUDES CIRCUITING, WIRING, CONDUITS,
JUNCTION BOXES, AND ALL APPURTENANCES REQUIRED FOR A COMPLETE AND PROPER
INSTALLATION OF LIGHT FIXTURES.
PROVIDE PSS WITH OPERATING AND MAINTENANCE MANUALS ON ALL EQUIPMENT.
NEW HVAC SYSTEM TO INCLUDE UTILITY CONNECTIONS, DUCT SMOKE DETECTORS, FIRE AND
SMOKE ALARMS, DISCONNECTS, ROOF CURBS, AND CONTROLS. CONTROLS FURNISHED BY
OWNER FROM VENSTAR. CARRIER'S SHIPMENT TO INCLUDE HVAC UNITS, FOR GC'S
INSTALLATION.
N
USE OF HVAC SYSTEM EQUIPMENT BY MANUFACTURERS OTHER THAN CARRIER REQUIRES
PRIOR APPROVAL BY PSS. USE OF OTHER MANUFACTURER'S EQUIPMENT MAY REQUIRE
CONVERSION ADAPTORS TO INTEGRATE PSS FURNISHED CONTROLS.
EXISTING HVAC SYSTEM: ENTIRE SYSTEM, INCLUDING ALL COMPONENTS, IS TO CLEANED AND
SERVICED TO FULL WORKING CAPACITY. EXISTING DUCTWORK, EQUIPMENT AND CONTROLS
ARE TO BE MODIFIED, CLEANED, OR REPLACED AS INDICATED ON THE DRAWINGS.
LANDLORD HVAC SYSTEM: IF HVAC SYSTEM IS BY THE LANDLORD, THEN THE LANDLORD MUST
SUBMIT TO PSS A PLAN DRAWING INDICATING SUPPLY AND RETURN DUCTWORK AND
DIFFUSERS LAYOUT INCLUDING SIZING AND LOAD CALCULATIONS. EQUIPMENT
MANUFACTURER, MODEL NUMBERS AND SERIAL NUMBERS ARE ALSO TO BE PROVIDED.
LANDLORD TO COMPLY WITH SECTION 23 05 93.
M
23 05 93
TESTING, ADJUSTING AND BALANCING FOR HVAC : PROCURE THE SERVICES OF AN
INDEPENDENT AIR TESTING AND BALANCING AGENCY TO TEST, ADJUST, AND BALANCE THE AIR
MOVING EQUIPMENT, AIR DISTRIBUTION SYSTEM, AND EXHAUST SYSTEM. THE TESTING AND
BALANCING AGENCY IS TO BE CERTIFIED BY EITHER NEBB OR AABC AND ALL WORK IS TO BE
PERFORMED IN ACCORDANCE WITH THE CERTIFYING ORGANIZATION'S PUBLISHED
PROCEDURES MANUAL.
THE TESTING AND BALANCING AGENCY IS TO PREPARE AND ISSUE A CERTIFIED REPORT OF
ALL TESTS PERFORMED. REPORT TO BE WRITTEN USING STANDARD FORMS PREPARED BY
THE CERTIFYING ORGANIZATION. THE TESTING AND BALANCING AGENCY IS TO SUBMIT THREE
COPIES OF THIS REPORT TO THE GC. THIS REPORT AND WARRANTIES, DESCRIBED ABOVE, TO
BE SUBMITTED WITH OR PRIOR TO THE GC'S REQUEST FOR FINAL PAYMENT.
L
23 34 00
TOILET ROOM FANS: PROVIDE EXHAUST FAN AS NOTED ON DRAWINGS.
23 09 13
INSTRUMENTATION AND CONTROL DEVICES FOR HVAC : FOR ALL HVAC SYSTEM
INSTALLATIONS, INSTALL VENSTAR REMOTE TEMPERATURE SENSORS. NOTE: EQUIPMENT
CONTROL PAC (ECP) SHALL BE FACTORY INSTALLED, UNLESS NOTED OTHERWISE ON PLANS.
INSTALL ONE TEMPERATURE SENSOR FOR EACH MATCHING RTU AS INDICATED ON THE
DRAWINGS AND PER MANUFACTURER'S INSTRUCTIONS. VENSTAR'S SENSOR IS A THREE WIRE
SENSOR FOR USE WITH THE VENSTAR ECP. OTHER SENSORS SHALL NOT BE ALLOWED. GC TO
CONFIRM COMPATIBILITY OF NON-CARRIER HVAC SYSTEM EQUIPMENT WITH THE VENSTAR
ECPS AND SENSORS. UPON REVIEW WITH VENSTAR, GC TO ADDRESS ALL COMPATIBILITY
ISSUES WITH PSS CONSTRUCTION PROJECT MANAGER.
K
VENSTAR, (818) 341-8760
CONTACT: STEVE TUDHOPE
DIVISION 26 - ELECTRICAL
26 00 00
INSTALLATION OF ALL CIRCUITED ELECTRICAL FIXTURES AND/OR DEVICES TO INCLUDE ALL
APPURTENANCES REQUIRED FOR PROPER AND FULLY FUNCTIONAL OPERATION WHEN
COMPLETE.
STORE SIGNS: ALL STORE SIGNS REQUIRED BY PSS SHALL BE PROVIDED BY PSS' DIRECT
HIRED SIGN SUB-CONTRACTOR. GC TO PROVIDE ELECTRICAL CIRCUITING, WIRING, AND FINAL
CONNECTIONS AS REQUIRED FOR SIGNAGE.
J
EXIT SIGNS AND EMERGENCY LIGHTING: INSTALL EXIT AND EMERGENCY LIGHTS AS INDICATED
ON THE DRAWINGS.
SIGNAGE POWER: PROVIDE CIRCUIT(S), CONTROLLED BY LIGHTING CONTROL PANEL (LCP),
FOR PSS SIGNAGE. WORK INCLUDES WIRING, CONDUITS, JUNCTION BOXES, AND ALL
APPURTENANCES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION AS INDICATED ON
THE DRAWINGS.
INTERIOR / EXTERIOR SIGNAGE: CONNECT TO LCP TO CONTROL SPECIFIED SIGNAGE. SET LCP
TO TURN OFF SIGNAGE ONE HOUR AFTER CLOSING. STORE HOURS TO BE CONFIRMED WITH
PSS CONSTRUCTION PROJECT MANAGER.
VENSTAR, (818) 341-8760
H
CONTACT: STEVE TUDHOPE
EXTERIOR SIGNAGE: INSTALL VENSTAR PHOTO ELECTRIC CELL TO TURN ALL EXTERIOR SIGNS
ON AT DUSK. LOCATE PHOTO ELECTRIC CELLS SO THAT AMBIENT LIGHT SHALL NOT ACTIVATE
/ DEACTIVATE IT.
VENSTAR, (818) 341-8760
CONTACT: STEVE TUDHOPE
INDIVIDUAL LETTERS AND UNDER CANOPY (SOFFIT) SIGN: LOCATE AS INDICATED ON THE
DRAWINGS. SIGN IS PROVIDED BY PSS' DIRECT HIRED SIGN SUB-CONTRACTOR. COLLABORATE
ON SIGN INSTALLATION WITH SIGN CONTRACTOR, INCLUDING VERIFICATION OF CIRCUITING
AND J-BOX LOCATIONS.
G
ISSUE INFORMATION
July 31st, 2015
MAKE FINAL ELECTRICAL CONNECTIONS TO ALL SIGNAGE AS INDICATED ON THE DRAWINGS.
REVISIONS
PROVIDE ADEQUATE AND SECURE ACCESS FOR INSTALLATION OF PSS SIGNAGE. CONFIRM
ACCESS LOCATION WITH PSS CONSTRUCTION PROJECT MANAGER.
1 Rev #1/Permit Response
2 Owner Comments
ELECTRIC WATER HEATER: PROVIDE CIRCUITING, WIRING, CONDUITS, JUNCTION BOXES, AND
ALL APPURTENANCES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. PROVIDE A
SINGLE CIRCUIT RECEPTACLE WITH PLUG, CONNECTED TO ELECTRIC WATER HEATER.
CASHWRAP: PROVIDE THE FOLLOWING, AS INDICATED ON THE DRAWINGS:
F
NEAR THE BACKWRAP AND THEN UNDER FLOOR TO CASHWRAP COUNTER, AS INDICATED ON
THE DRAWINGS. COORDINATE TRENCH LOCATION WITH ACCESS AREA/PANEL IN CASHWRAP.
EACH CONDUIT TO CONTAIN CORRECTLY SIZED CONDUCTORS (MIN. 20A CAPACITY),
GROUNDED, AND DEDICATED CIRCUIT ROUTED TO A JUNCTION BOX IN ACCESS AREA OF
CASHWRAP. EACH REGISTER BAY OF CASHWRAP SHIPPED WITH CUSTOM BLOCK PREWIRED
OUTLETS WITH 6' OF FLEXIBLE CONDUIT FOR CONNECTION TO THE JUNCTION BOXES.
CONDUIT BELOW FLOOR FROM REGISTER COUNTER TO WALL AND UP TO CEILING SPACE, AS
INDICATED ON THE DRAWINGS.
E
PROVIDE CONDUIT PER DRAWINGS.
POINT OF SALE SYSTEM (POS): PROVIDE NEW MOUNTING BOARDS FOR GLOBAL STORE
EQUIPMENT, AS INDICATED ON THE DRAWINGS. PROVIDE PULL STRINGS IN DATA AND
TELEPHONE CONDUITS FOR USE BY EQUIPMENT INSTALLERS. PROVIDE EQUIPMENT
MOUNTING PANEL AS SHOWN IN DRAWINGS.
26 27 26
D
FRCH / ARCHITECTURE, INC., P.C.
WIRING DEVICES:
PROVIDE RECEPTACLES, AS INDICATED ON THE DRAWINGS,
INCLUDING, BUT NOT LIMITED TO, RECEPTACLES LOCATED IN PARTITION WALLS, WING WALLS,
CORNER BOXES, AND CEILINGS AND/OR SOFFITS. PROVIDE TWO PULL STRINGS LEFT IN PLACE
FOR EACH CONDUIT. LABEL CONDUIT AT EACH END WITH DESCRIPTION, AS INDICATED ON THE
DRAWINGS.
CONVENIENCE RECEPTACLES: PROVIDE DUPLEX RECEPTACLES AS INDICATED ON THE
PLATES TO BE WHITE UNLESS OTHERWISE NOTED. CONVENIENCE OUTLETS IN DEMISING
WALLS ARE TO COMPLY WITH CODE.
CHIME RECEIVER RECEPTACLE: PROVIDE RECEPTACLE AS INDICATED ON THE DRAWINGS.
PROJECT INFORMATION
CEILING MOUNTED RECEPTACLES: PROVIDE RECEPTACLES AT STOREFRONT AS INDICATED ON
THE DRAWINGS.
C
REGISTER COUNTER RECEPTACLES: PROVIDED WITHIN FIXTURE BY MANUFACTURER.
PROVIDE FINAL CONNECTIONS IN FIELD.
Store #4781
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
LOSS PREVENTION EQUIPMENT: PSS' DIRECT-HIRED SUBCONTRACTOR SHALL PROVIDE AND
INSTALL LOSS PREVENTION EQUIPMENT AS INDICATED ON THE DRAWINGS. PROVIDE
SECURITY SYSTEM CONDUITS AND CIRCUITING AS INDICATED ON THE DRAWINGS. ONE
CIRCUIT TERMINATES WITH A DUPLEX OUTLET LOCATED ABOVE THE CEILING AT THE
BULKHEAD ABOVE THE ENTRY DOOR. ONE CIRCUIT TERMINATES WITH A COILED LEAD ABOVE
THE CEILING AT CASHWRAP. OUTLET ABOVE THE DOOR TO BE NO MORE THAN 0.5 VOLT OVER
NEUTRAL AND GROUND.
PROJECT #:
29567.000
EQUIPMENT MOUNTING PANEL: PROVIDE NEW EQUIPMENT MOUNTING BOARDS, AS INDICATED
ON THE DRAWINGS. BACK OFFICE MOUNTING PANELS OF PAINTED WHITE PINE BOARDS,
MOUNTED HORIZONTALLY ABOVE FILE CABINET AND EQUIPMENT TOWER ARE PER DRAWINGS.
26 24 00
SHEET INFORMATION
SWITCHBOARDS AND PANELBOARDS: PROVIDE TO THE PREMISES SEPARATELY METERED
ELECTRICAL SERVICE, AS INDICATED ON THE DRAWINGS. ALL WORK TO COMPLY WITH
APPLICABLE CODES. ALL APPARATUS, EQUIPMENT, MATERIALS, AND INSTALLATION TO
CONFORM TO THE STANDARDS OF THE NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION (NEMA), UNDERWRITERS LABORATORIES, INC. (UL), AND OCCUPATIONAL SAFETY
AND HEALTH ACT (OSHA).
DRAWN BY:
E. Hiestand
SWITCHING OF LIGHTING AT ELECTRICAL PANEL IS NOT ALLOWED. PROVIDE WALL SWITCHING
AS INDICATED ON THE DRAWINGS.
REVIEWED BY:
R. Rink
SCALE:
As Noted
LOCATE ALL ELECTRICAL EQUIPMENT IN OFFICE AREA.
A
26 50 00
AUTHORIZED FOR:
Landlord / Permit
LIGHTING: ALL LIGHTING PACKAGE STANDARDS BY PSS OR LANDLORD TO BE FURNISHED BY
PSS LIGHTING SUPPLIER (VILLA LIGHTING SUPPLY, (800) 325-0963). ACCEPT THE LIGHTING
A-802
2015
B
C
USER: CBONIFAS
USER: CBONIFAS
PLOTTED:
PLOTTED:
9/25/20159/25/2015
- 2:19 PM- 2:19
P:\029000\029567.000\05Arch-IntDocs\A-801_29567.dwg
PM P:\029000\029567.000\05Arch-IntDocs\A-801_29567.dwg
LAYOUT:LAYOUT:
A-802 A-802
CHIME TRANSMITTER: INSTALLATION PER MANUFACTURER'S DIRECTIONS.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1
3
4
10
11
12
13
14
15
16
17
18
= 0.104
SDS
= 0.333
SD1
= 0.165
Correct deficiencies in structural steel work which inspection and laboratory test reports have indicated to
be not in compliance with requirements. Perform additional tests, at contractor's expense, as may be
necessary to reconfirm any noncompliance of original work, and as may be necessary to show
compliance of corrected work.
4.
Field bolted connections: inspect in accordance with AISC specifications. Check at least one bolt on every
connection. Non-slip critical bolts tightened to a snug fit condition only require a visual inspection. Slip
critical bolts require a turn of the nut or calibrated wrench method inspection.
5.
Shop and field welding: inspect and test during fabrication and/or erection of structural steel. Certify
welders and conduct inspections and tests as required. Record types and locations of defects found in
work. Record work required and performed to correct deficiencies. Perform visual inspection of all welds,
and perform ultrasonic tests of full penetration welds in accordance with ASTM E 164.
1.0
II
D (Presumed)
C
1.
2.
General
Special inspection is to be provided in addition to the inspections conducted by the department of building
safety and shall not be construed to relieve the owner or his authorized agent from requesting the periodic
and called inspections required by the building code. Special inspection shall be paid by the owner.
-
In addition to the regular inspections, the following items will also require special inspection in accordance
with the building code.
3.
It is the contractors responsibility to enforce all applicable safety codes and regulations during all phases
of construction.
4.
The contractor shall perform all construction for the project in a manner and sequence that are based on
accepted industry standards that recognize the interaction of the components that comprise the structure,
without causing distress, unanticipated movements or irregular load paths as a result of the construction
means and methods employed.
5.
Construction loads shall not exceed design live loads. The contractor shall be responsible for all design
required to support construction equipment used in constructing this project. Shoring and re-shoring is the
responsibility of the contractor.
6.
Principal openings through the framing are shown on these drawings. The general contractor shall
examine the structural and mechanical drawings for the required openings and shall verify size and
location of all openings with the mechanical contractor. Providing all openings required by the mechanical,
electrical, plumbing, or other trades shall be a part of the general contract, whether or not shown in the
structural drawings. Any deviation from the openings shown on the structural drawings shall be brought to
the engineer's attention for review.
7.
The existing conditions shown on these documents were based upon field survey drawings prepared by
Space Data Corporation dated June 12, 2015. The contractor is responsible for field verifying all existing
conditions; any discrepancies are to be immediately reported to the engineer and architect prior to
proceeding with any of the work in question.
8.
All mechanical and electrical duct work, plumbing, piping, wiring, lighting and all architectural items that
need to be removed during the modification of, or reinforcing of, existing structure shall be replaced in
kind. The contractor shall keep all existing systems in operation during the construction phase of the
project.
9.
All contractors are required to examine the drawings and specifications carefully, visit the site and fully
inform themselves as to all existing conditions and limitations, prior to agreeing to perform the work.
Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no way
relieve the contractor from furnishing any materials or performing any work in accordance with drawings
and specifications without additional cost to the owner.
10.
Details labeled "Typical Details" on drawings apply to situations occurring on the project that are the same
or similar to those specifically detailed. Such details apply whether or not details are referenced at each
location. Notify engineer of clarifications regarding applicability of "Typical Details".
11.
Work these drawings with architectural, mechanical, and electrical drawings.
12.
Do not scale drawings.
13.
Any discrepancies between structural and architectural drawings shall be brought to the attention of the
architect and structural engineer.
14.
Should any of the general notes conflict with any details or instructions on plans, or in the specifications,
the strictest provision shall govern.
15.
Shop drawings and submittals:
ABBREVIATIONS
A.B.
ADD'L.
AFF
ARCH.
B. PL
BLDG.
BLK.
BM.
BOT.
BRDG.
BRG.
BTJ
CANT'L.
C.I.P.
C.J.
CL
CLR.
CMU
COL.
CONC.
CONSTR.
CONT.
C.Y.
DBA
DET.
DIAG.
Ø or DIA.
DJ
DK.
D.L.
DWG.
DWLS
EA.
E.F.
E.J.
EL.
ELEV.
E.S.
EQ.
EQUIP.
E.W.
EXP.
(E) or EXIST.
EXT.
F/BLDG.
F/CONC.
F.D.
FIN.
FLG.
FLR.
F.S.
FT.
FTG.
GA.
G.B.
G.C.
ABBREVIATIONS (Cont.)
ANCHOR BOLTS
ADDITIONAL
ABOVE FINISH FLOOR
ARCHITECTURAL
BASE PLATE
BUILDING
BLOCK
BEAM
BOTTOM
BRIDGING
BEARING
BOLTED TIE JOIST
CANTILEVER
CAST-IN-PLACE
CONTROL JOINT
CENTERLINE
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CUBIC YARD
DEFORMED BAR ANCHOR
DETAIL
DIAGONAL
DIAMETER
DOUBLE JOIST
DECK
DEAD LOAD
DRAWING
DOWELS
EACH
EACH FACE
EXPANSION JOINT
ELEVATION
ELEVATOR
EACH SIDE
EQUAL
EQUIPMENT
EACH WAY
EXPANSION
EXISTING
EXTERIOR
FACE OF BUILDING
FACE OF CONCRETE
FLOOR DRAIN
FINISH
FLANGE
FLOOR
FAR SIDE OR FOOTING STEP
FEET
FOOTING
GAUGE
GRADE BEAM
GENERAL CONTRACTOR
GALV.
HD'D.
HORIZ.
I.F.
INT.
J/B
JST.
JT.
k
LG.
L.L.
(LLH)
(LLV)
LW
MAS.
MC
MECH.
MFR.
MTL
(N)
(N.I.C.)
N.S.
NTS
O.C.
O.F.
O/O
OPP.
PC
PL
PLCS.
P.S.F.
P.S.I.
RAD.
R.D.
REINF.
REQ'D.
RET.
SECT.
SIM.
S.O.G.
SP.
SQ.
STIFF.
STL.
STRUCT.
SW
SYM.
T/
TYP.
UNO
VERT.
V.I.F.
W.P.
W.W.F.
W/
GALVANIZED
HEADED
HORIZONTAL
INSIDE FACE
INTERIOR
JOIST BEARING
JOIST
JOINT
KIP
LONG
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONG WAY
MASONRY
MOMENT CONNECTION
MECHANICAL
MANUFACTURER
METAL
NEW
NOT IN CONTRACT
NEAR SIDE
NOT TO SCALE
ON CENTER
OUTSIDE FACE
OUT TO OUT
OPPOSITE
PRECAST CONCRETE
PLATE
PLACES
POUNDS/SQUARE FOOT
POUNDS/SQUARE INCH
RADIUS
ROOF DRAIN
REINFORCING
REQUIRED
RETAINING
SECTION
SIMILAR TO
SLAB ON GRADE
SPACES
SQUARE
STIFFENER
STEEL
STRUCTURAL
SHORT WAY
SYMMETRICAL
TOP OF
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
VERIFY IN FIELD
WORK POINT
WELDED WIRE FABRIC
WITH
RTU-3
1575#
(E) UNIT
APPROX. 1125#
MC6x12 ON TOP OF DECK.
TYPICAL AT MECH. UNITS.
SEE DETAIL ON THIS SHEET.
N
81'-7 3/8"±
Special inspector shall meet the qualifications as stated in the building code and shall perform the duties
and responsibilities as outlined in the building code.
31'-9 1/2"±
3.
PROVIDE ANGLE FRAMING AT
DUCT OPENING. SEE TYPICAL
DETAIL ON THIS SHEET. TYPICAL
AT MECH. UNITS. GENERAL
CONTRACTOR TO COORDINATE
EXACT DIMENSIONS &
LOCATIONS OF FRAMING WITH
MECHANICAL CONTRACTOR.
-
26'-10 1/2"±
The structure or its modifications are designed to be self-supporting and stable after the building or its
modifications are fully completed. It is solely the contractor's responsibility to determine erection
procedure and sequence and insure the safety of the construction personnel, public, building and its
component parts, and adjacent buildings and properties. This includes the addition of whatever temporary
or permanent shoring, bracing, needling, etc. that may be necessary to brace new construction, adjacent
buildings, existing walls, and framing to remain so that the structure is braced for wind, seismic, gravity,
construction loads, etc. and that no horizontal or vertical settlement or any damage occurs to the adjacent
existing structures. Temporary supports shall be maintained in place until permanent supports and/or
shoring and bracing are installed. Design of these supports shall be by a registered engineer registered in
the state where the project is located in the employ of the contractor.
Fall protection support shall be provided in accordance with OSHA requirements as required. Such
material shall remain the contractor's property after completion of the project.
G
RTU-1
710#
(E) UNIT
APPROX. 450#
A. Field welding
2.
K
(E) RTU-2
402#
Special Inspections
Seismic importance factor (le)
Risk Category
Seismic site class
Seismic design category
1.
34'-10 1/4"±
22'-11 3/8"±
S1
3.
26'-5"±
(E) 20" DEEP JOIST @ 5'-3 1/2"± O.C.
M
= 0.324
An independent testing and inspection agency shall be engaged to inspect high-strength bolted
connections and welded connections and to perform tests and prepare test reports. Testing agency shall
conduct and interpret tests and state in each report whether test specimens comply with requirements,
noting any deviations therefrom.
= 90 mph
=C
= 1.0
Seismic
SS
2.
(E) JOIST GIRDER
3.
Test reports: submit copies of reports of tests conducted on shop and field bolted and welded
connections. Include data on types of tests conducted and test results.
= 20 psf
= 20 psf
Design wind loads
61'-3 1/4"±
1.
(E) JOIST GIRDER
2.
-
(E) JOIST GIRDER
Design live loads
A. Basic wind speed (3 second gust) (Ultimate)
2.1. Exposure
2.2. Importance factor (Iw)
F
9
Quality Assurance
A. Roof loads
1.1. Minimum roof live load
dictated by Building Official
1.2. Minimum roof live load by code
H
8
(E) 20" DEEP JOIST @ 5'-3 1/2"± O.C.
1.
J
7
Structural Steel (cont.)
Applicable Building Code: 2009 International Building Code
L
6
GENERAL NOTES & SPECIFICATIONS
Design Criteria
N
5
(E) WF BEAM
P
2
PARTIAL EXISTING ROOF FRAMING PLAN
ISSUE INFORMATION
1/8"=1'-0"
NOTES:
July 31st, 2015
-
ROOF CONSTRUCTION: METAL DECK ON STEEL JOISTS.
REVISIONS
-
COORDINATE ALL OPENINGS AND EDGE CONDITIONS WITH ARCHITECTURAL AND MECHANICAL
DRAWINGS. SEE THIS SHEET FOR TYPICAL OPENING DETAIL.
-
SEE THIS SHEET FOR GENERAL NOTES.
-
SEE THIS SHEET FOR TYPICAL DETAILS.
-
(E) DENOTES EXISTING CONSTRUCTION.
A. These drawings shall be checked and coordinated with other materials and contracts by the
general contractor and shop drawings and submittals shall bear the contractor's review stamp with
the checker's initials before being submitted to the architect for approval.
B. When the fabricator has been authorized to use the architect and engineer's drawings as erection
drawings, the fabricator must remove all title blocks, professional seals and any other references to
the architect and engineer from that erection drawing. The fabricator's name and title shall be
placed on the erection drawings.
L6x4x3/8x0'-6"
(LLV)
C. Where dimensions and elevations of existing construction could affect the new construction, it is
the contractor's responsibility to make field measurements in time for their incorporation in the shop
drawings.
(E) JOIST SPACING - SEE PLAN
ROOF OPENING
Structural Steel
Structural Steel:
2.
D
LAYOUT: S1.0
\\Tbs-projects02\2015\2015-0792\Cad\Structural\2015-0792 S1.0.dwg
* TYP. AT
EA. JOIST
REQ'D WHEN GREATER
THAN 6"
Details and connections completely detailed in the contract drawings may not be altered without written
approval by the engineer. Where approved, altered connections shall be completely detailed by the
fabricator's engineer clearly on the shop drawings.
4.
Work these drawings with architectural drawings for nailer holes and architectural clearances.
5.
General contractor shall verify all structural beam locations, mechanical unit weights and opening sizes
and locations with mechanical contractor and vendor's drawings for actual mechanical unit purchased.
L4x4x5/16 AT ROOF
OPENING
TYP
L4x4x5/16 TYP. EACH
SIDE OF OPENING
3/16
BURGLAR BARS MAY OCCUR
COORD. WITH ARCH. & MECH.
Splicing of structural members where not detailed on the drawings is prohibited without prior approval of
the structural engineer.
7.
Cuts, holes, coping, etc. required for work of other trades shall be shown on the shop drawings and made
in the shop. Cuts or burning of holes in structural steel members in the field will not be permitted, unless
specifically approved in each case by the structural engineer.
8.
All weld sizes not shown in details herein shall be the minimum required size based on thickness of
thicker part as per AISC thirteenth edition, tables J2.3 & J2.4. exception: at member splices welds or bolts
shall develop full strength of the member or components being connected.
9.
All around welds indicated herein shall be discontinuous at the flange tips of open sections.
10.
Any alteration made by the detailer on the structural steel shop drawings to schematic or completely
detailed connections shown on the contract drawings must be clearly identified by clouding or by direct
note on the shop drawing by the detailer prior to submission to the engineer.
11.
All 4x4x5/16 angles required for roof units and roof openings over 12"x12" to be supplied by structural
steel fabricator and be coordinated by general contractor with the joist fabricator, mechanical drawings
and mechanical equipment supplier.
*
FOR ALL ROOF OPENINGS 12" OR GREATER.
COORD. OPENING SIZES AND LOCATIONS WITH
ARCHITECT & MECHANICAL CONTRACTOR.
CLIP ANGLE
L6x4x3/8x0'-6" LG.
LLV W/HORIZ LEG
CUT OFF AT EA. END
TYPICAL ROOF OPENING DETAIL
L1 1/2x1 1/2x3/16
EACH SIDE
3/16
3/16
CLIP L2x2x16GA. x 0'-4" LG.
(2) AT EA. CORNER, (8) TOTAL,
W/(2) #10-16 TEKS TO CURB
& (2) #12-24 TEKS TO MC6 CHANNEL
FRCH / ARCHITECTURE, INC., P.C.
EXIST. METAL DECK
L1 1/2x11/2x3/16
EACH SIDE
MC6, EACH END
OF RTU CURB
SEE PLAN
HORIZONTAL LEG
TO FIT BETWEEN
DECK FLUTES.
TYP.
EXISTING
JOIST
DETAIL
A
3/4"=1'-0"
-
3/16
ANGLE REINFORCEMENT
EXISTING
JOIST
EXIST. JOIST
REQ'D WHEN GREATER
THAN 6"
CONCENTRATED LOAD
TO BOTTOM CHORD
*
TYPICAL EXISTING JOIST
REINFORCING DETAIL
SEE TYPICAL JOIST
REINFORCING DETAIL
PROJECT INFORMATION
USE CAUTION WHEN WELDING AS NOT TO DAMAGE JOIST.
Store #4781
TYPICAL ROOFTOP
MECHANICAL UNIT SUPPORTS
1331 George Dieter Drive
Unit #38,39,&40
El Paso, TX 79936
PROJECT #:
29567.000
SHEET INFORMATION
DRAWN BY:
TBA
REVIEWED BY:
NES
SCALE:
As Noted
A
Thorson Baker + Associates
USER: BSCHINDLER
PLOTTED: 7/30/2015 - 10:25 AM
B
CONCENTRATED LOAD
TO TOP CHORD
ANGLE REINFORCEMENT
All welding shall be done using E-70xx electrodes in accordance with the latest AWS specifications.
C
A
S1.0
(M, S, C shapes) ASTM A36 uno
(Plate, Angles) ASTM A36 uno
3.
6.
*
Detailing, fabrication, and erection shall conform to the latest AISC specification as referenced in the
applicable building code.
TYP.
3/16
MECH. UNIT CURB
SEE MECH. DWGS.
EQ.
1.
STEEL SHIMS AT 2'-0" O.C.
(NOT REQUIRED IF TAPERED
CURBS ARE PROVIDED,
COORD. W/RTU SUPPLIER)
EQ.
E
MECHANICAL UNIT
SEE MECH. DWGS
CLIP L2x2x16GA. x 0'-4" LG.
(2) AT EA. CORNER, (8) TOTAL,
W/(2) #10-16 TEKS EA. LEG
C O N S U L T I N G
3030 West Streetsboro Road
Richfield, Ohio 44286
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E N G I N E E R S
(330) 659-6688 Ph.
(330) 659-6675 Fax
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AUTHORIZED FOR:
Landlord Review
S1.0
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