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� /� A' ANA,
SANTA
1446 S A `� T A ANA CA
ARCHITECTURAL
T-1
T-2
ARCHITECTURAL DATA SHEET
EXISTING SITE PLAN FOR REFERENCE ONLY
1/07/05
1/07/05
1G / li,.(77i?/
SOUTH COAST PLAZA
3611 SOUTH BRISTOL ST.
SUITE B
A-1.1
FINISH FLOOR PLAN
1/20/05
A-1.2
FINISH SCHEDULE
1/07/05
A-2.1
FIXTURE AND FURNITURE PLAN
1/07/05
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SANTA ANA, CA 92704
A-2.2
PARTIAL PLAN AND INTERIOR ELEVATION
1/20/05
A-3
REFLECTED CEILING PLAN
1/20/05
PROJECT TEAM
A-4
WALL TYPES, SCHEDULES & DETAILS
1/07/05
OWNER'S PROJECT MANAGER
A-5
ELEVATIONS AND SECTIONS
1/20/05
TRAMMELL CROW
SPRINT PCS PROJECT MANAGER
6100 SPRINT PARKWAY
OVER o p: KSOPHKO410-4A554
OVERLAND PARK, KS 66251
PHONE; (913) 315-5110
CONTACT: RON GERARD ron.d,gerard@mail.sprint.com
ARCHITECT
DETAILS
1/07/05
G-1
GENERAL NOTES AND SPECIFICATIONS
1/07/05
G-2
SPECIFICATIONS
1 /07/05
G-3
SPECIFICATIONS
1/07/05
G-5
TITLE 24 INTERIOR DETAILS
1/20/05
C7
CARRILLO ARCHITECTURAL GROUP, INC.
11231 GOLD EXPRESS DR., SUITE 103
GOLD RIVER, CA 95670
PHONE: (916) 266-6000
FAX: (916) 266-6006
CONTACT: NATE HENINGER nateheningerC�carrilloag.com
MEP ENGINEERS
ENGINEERING
M1
HVAC PLAN
1/07/05
M2
HVAC DETAILS AND SCHEDULE
1/07/05
MECHANICAL SPECIFICATIONS
1/07/05
M4
TITLE 24 CALCULATIONS
1/07/05
M5
TITLE 24 CALCULATIONS
1/07/05
HENDERSON ENGINEERS
832E LENEXA DRIVE, SUITE 400
LENEXA, KS 6
PHONE: (913) 307-5464
FAX: (913) 307-5400
CONTACT: TREVOR JONES trevor.jones@hendersonengineers.com
LANDLORD
E1
ELECTRICAL LIGHTING PLAN
1/07/05
E2
ELECTRICAL POWER PLAN
1/07/05
E3
ELECTRICAL FLAT WIRE PLAN
1/07/05
F 1
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E4
ELECTRICAL DETAILS AND SCHEDULES
1/07/05
E5
ELECTRICAL LEGEND AND SPECIFICATIONS
1/07/05
E6
TITLE 24
1/07/05
INVESTCORP / ORANGE BRISTOL, LP
a ..-
280 PARK AVE, 36TH FLOOR
NEW YORK, NY 10017
PHONE: (212) 577-1414
CONTACT: HEATHER MUTTERPERL
LEGEND —
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EGRESS EXTENDS TO PUBLIC RIGHT OF WAY.
REQUIRED MINIMUM EGRESS WIDTH.
DIRECTION OF EGRESS TRAVEL.
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CATEGORY PURCHASED BY INSTALLED BY VENDOR
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DRAWING INDEX
ALARM INSTALLER SPRINT SPRINT VENDOR BRIAN PARKHURST - SIEMENS BUILDING TECHNOLOGIES
8066 FLINT, LEXEXA, KS 66214
TEL. 913-935-6749
APC MACHINES SPRINT SPRINT VENDOR CATHY BOWDEN - NCR CORPORATION
NOTE: G.C. TO BOLT APC TO SLAB 980 WALTHER BLVD., #1935, LAWRENCEVILLE, GA 30043
TEL. 770-513-9806
1� ;;7r,;�
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1. BUILDING HAS NO SPRINKLER SYSTEM.
2. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS.
3. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY THE FIRE
DEPARTMENT FIELD INSPECTOR.
4. G.C. SHALL VERIFY, COORDINATE AND/OR INSTALL ANY SMOKE DETECTION AND/OR FIRE ALARM CONNECTORS AS REQUIRED
PER GOVERNING MUNICIPALITY.
5. ANY REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION. PROCEDURES SHALL BE APPROVED BY
THE BUILDING INSPECTOR PRIOR TO INSTALLATION.
Li
CABLING SPRINT SPRINT VENDOR TERESA LaMACCHIA - ICAS NETWORK SERVICES
42-19 23RD AVE, LONG ISLAND CITY, NY 11105
718-278-1100 ext-18
COPY, FAX, PRINTER SPRINT SPRINT VENDOR MARK C8-278HAFFIN -IKON
1220 W. CAMBRIDGE CIRCLE, KANSAS CITY, KS 66103
TEL. 913-315-3421
DOORS FRAMES &HARDWARE G.C. G.C. BRAD HEMBREE -KANSAS BUILDER'S SUPPLY CO. INC.
NOTE: SPRINT TO PURCHASE KEY PAD LOCK & ELEC. STRIKE FROM VENDOR 5723 KESSLER, MERRIAM, KS 66203
TEL. 913-831-1511
EXTERIOR SIGN SPRINT SPRINT VENDOR JIM CAL LICOTT - A-eroTec GRAPHICS
(ELEC. BY G.C.) 12709 EASTGATE DR, MESQUITE, TX 75181
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�_.� 4K * 4K 4K � � � _._
- - - EXIT DOORS TO BE OPENABLE FROM
_ I INSIDE WITHOUT USE OF A KEY OR
SPECIALANY NO
AND ADACOMPIANTETDOFORT THRESHOLD
TEL. 972-289-9854
6. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE FIRE DEPARTMENT BEFORE BUILDINGS ARE
OCCUPIED.
7. DURING CONSTRUCTION, THE G.C. IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN
2-A (NFPA 10) WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR.
8. CONTACT OPERATING MANAGER REGARDING FIRE ALARM REQUIREMENTS AND INSTALLATION. INSTALLATION AND DEVICES AT
TENANT'S EXPENSE. TENANTS SPACE MUST MEET A.D.A. FIRE ALARM REQUIREMENTS.
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FIXTURES SPRINT SPRINT VENDOR MARK PRYZBYLKOWSKI - VIRA MFG
1 BUCKINGHAM AVE, PERTH AMBOY, NJ 08861
TEL 732-442-8472
FLOORING - VCT G.C. G.C. G.C.
(TILE)
FLOORING - BASE SPRINT G.C. CYNTHIA AYRES - CYNTHIA AYRES & COMPANY
VINYL FLOORING, 8400 MELROSE DR, LENEXA, KS 66214
CARPET TILE TEL. 913-383-2100
INSTA-KEY SYSTEM SPRINT SPRINT VENDOR V753 A ANDERS A -SECURITY SAFE
NOTE: SEE NOTES BELOW.., 1753 DDISON WAY, HAYWARD, CA 94544
TEL. 800-326-4224 EXT. 103
D 9
FIRE DEPARTMENT NOTES
LIGHTING SPRINT G.C. DWAYNE LAW - LIGHTING MANAGEMENT
P.O. BOX 537 120 N. MAIN ST., NEW YORK CITY, NY 10956
EXTENDS TO PUBLIC RIGHT OF WAY
C 1 EGRESS /ACCESSIBILITY PLAN
TEL. 845-638-1950
MUSIC SPRINT SPRINT VENDOR GARY STUTLER - MUZAK
2828 WEST PARKER ROAD, SUITE 202GX, PLANO, TX 75075
PROJECT LOCATION OCCUPANT LOAD (CHAPTER 10)
TEL. 972-867-7612
1446 SANTA ANA, CA (SOUTH COAST PLAZA) SECTION 1003.2.2
3611 B SOUTH BRISTOL STREET SQ. FT. USED FOR COMPUTING
UNDER CARPET SPRINT G.C. BILL NEUSTADT - ELECTRONICS SUPPLY COMPANY
NOT TO SCALE
`
WIRING 4100 MAIN STREET, KANSAS CITY, MO 64111
NOTE: SEE NOTES BELOW... TEL 913-220-5008
FRANK LINCOLN TECH SUPPORT TEL 336-727-5824
SANTA ANA, CA 92704 OCCUPANT LOAD = 2,676 S.F.
TOTAL SQ. FT. = 2,892 S.F.
REFERENCE CODES SECTION 1003.2.2.
2001 CBC MERCANTILE GRADE FLOOR AREAS/30=
2001 CIVIC 1,828 S.F. / 30 = 61 OCCUPANTS
2001 CPC OFFICE / 100 = 771 S.F. / 100 = 8 OCCUPANTS
STORAGE / 300 = 77 S.F. / 300 = 1 OCCUPANTS
1999 NEC TOTAL OCCUPANTS 61 + 8 + 1 = 70 OCCUPANTS
SECTION 1003.2.2.2
TOTAL # OF EXITS REQUIRED = 2
EXITS PROVIDED = 2
OCCUPANCY CLASSIFICATION (CHAPTER 3�
SECTION 309 SECTION 1003.2.3.2
MERCANTILE GROUP M EGRESS WIDTH PER PERSON NONSPRINKLERED SYSTEM
( )
TYPE OF CONSTRUCTION (CHAPTER 6) 0.2 X 70 OCCUPANTS = 14"
SECTION 601 TABLE 6-A 6O" PROVIDED
TYPE II-N
FIRE PROTECTION SYSTEMS (CHAPTER 9) SECTION 1004.2.5.2.2 MAXIMUM TRAVEL DISTANCE
200' MAX (NONSPRINKLERED SYSTEM)
SECTION BUILDING
BUILDING HAS NO SPRINKLER SYSTEM
SECTION 1005.3.3.1 WIDTH OF EXIT PASSAGEWAY
WIDTH NOT LES THAN 44" (<50 OCCUPANTS)
ACCESSIBILITY (CHAPTER 11)
THESE PLANS COMPLY WITH ALL OF THE PROVISIONS SET FORTH IN
THIS CHAPTER AND WITH "THE AMERICANS WITH DISABILITIES ACT'
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NONRESIDENTIAL ENERGY STANDARDS COMPLIANCE
(TITLE 24, PART 6, CH. 1)
ENVELOPE MANDATORY MEASURES
• INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED
BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA
QUALITY STANDARDS FOR INSULATING MATERIAL.
• ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE
WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQMTS.
OF SECTIONS 804 AND 802.2 OF THE U.B.C..
• ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE
THAT ARE OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE
CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED.
• SITE CONSTRUCTED DOORS, WINDOWS AND SKYLIGHTS SHALL BE
CAULKED BETWEEN THE UNIT AND THE BUILDING, AND SHALL BE
WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND
FIRE DOORS.
• MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE
AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER PER
ASTM E283. MANUFACTURED FENESTRATION PRODUCTS MUST
BE LABELED FOR U-VALUE ACCORDING TO NFRC PROCEDURES.
SECURITY SPRINT SPRINT VENDOR BRIAN PARKHURST - SIEMENS BUILDING TECHNOLOGIES
8066 FLINT, LENEXA, KS 66214
TEL. 913-935-6749
PLAN CHECK COMMENTS
1/20/05
SECURITY CAMERA SPRINT SPRINT VENDOR BRIAN PARKHURST - SIEMENS BUILDING TECHNOLOGIES
8066 FLINT, LEXEXA, KS 66214
TEL. 913-935-6749
D
ISSUED FOR PERMIT AND BID
1/7/04
No.
Revisions / Submissions
Date
SHELVING SPRINT G.C. (U.O.N.) GREG PATON - CF CLARK ASSOCIATES, INC.
2455 WISCONSIN AVE., DOWNERS GROVE, IL 60515
TEL. 630-493-9860
CARRILLO
I .
A R C H I T E C T U R A LGROUP I N C
J. Steven Carrillo 11231 Gold Express Dr,
A.I.A. C11.222 Suite 103
Gold River, CA 95670
FAX z 66-60 o
FAx 2ss-soos
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT, THE DRAWING IS NOT
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITE .
m
CEILING (ECOPHON) SPRINT SPRINT VENDOR GEORGE DAVIS - RP & ASSOCIATES, INC.
13208 EL MONTE, LEAWOOD, KS 66209
TEL. 913-231-8071
CLOUD SPRINT SPRINT VENDOR BOB PARKER — KMDI
400 FUNSTON, P.O. BOX 15316, KANSAS CITY, KS 66115
TEL 913-281-4200
NOTE: G.C. Terminates electrical; Sprint vendor
terminates data; G.C. Places both data and electrical.
NOTE: G.C. Responsible for coordinating the schedule, delivery, and installation of all vendor provided items. G.C. is
P 9 rY P
additionally responsible for coordinating all review to plans with any and all Sprint vendors.
Drawing Title
ARCHITECTURAL
DATA SHEET
Q
NOTE: Project Superintendents contact Virginia Anderson ®Security Safe 15 calendar
days before punch to set-up installation of InstaKey lock system at all customer
entrances to the store. This installation must occur day of punch.
Seal
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04139.66
Date
Scale
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VAC I N ITY MAP
A3
MANDATORY MEASURES
A5
RESPONSIBILITY SCHEDULE
A9
CODE NOTES
NOT TO SCALE
Drawing No.
T
1
2
3
4
5
6
7
8
9
10
11
12
14
1
2
3
4
5
1 6
1 7
8
1 9
1
10
11
12
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-
1446 SANTA ANA, CA
SOUTH COAST PLAZA
3611 SOUTH BRISTOL ST.
MACARTH U R BOULEVARD
SUITE B
SANTA ANA, CA 92704
PROJECT TEAM
OWNER'S PROJECT MANAGER
TRAMMELL CROW
SPRINT PCS PROJECT MANAGER
6100 SPRINT PARKWAY
Mailstop: KSOPHK0410-4A554
OVERLAND PARK, KS 66251
PHONE; (913) 315-5110
CONTACT: RON GERARD ron.d.gerard@mail.sprint.com
ARCHITECT
CARRILLO ARCHITECTURAL GROUP, INC.
11231 GOLD EXPRESS DR., SUITE 103
GOLD RIVER, CA 95670
PHONE: (916) 266-6000
FAX: (916) 266-6006
CONTACT: NATE HENINGER nateheninger®carrilloog.com
MEP ENGINEERS
HENDERSON ENGINEERS
8325 LENEXA DRIVE, SUITE 400
LENEXA, KS 66214
PHONE: (913) 307-5464
FAX: (913) 307-5400
5
CONTACT: TREVOR JONES trevor.jones®hendersonengineers.com
LANDLORD
INVESTCORP / ORANGE BRISTOL, LP
3
280 PARK AVE, 36TH FLOOR
NEW YORK, NY 10017
PHONE: (212) 577-1414
®
T
CONTACT: HEATHER MUTTERPERL
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SITE NOTES:
O PROJECT LOCATION
v
2D EXISTING PARKING
2 2
D EXISTING HANDICAP ACCESSIBLE PARKING
'
PLAN CHECK COMMENTS
1 /20/05
4O EXISTING ACCESSIBLE PATH OF TRAVEL
0
ISSUED FOR PERMIT AND BID
1 /7/04
5O EXISTING DRIVE WAY
No.
Revisions / Submissions
Date
O EXISTING RETAIL STORES
2
O7 PROVIDE A KNOX BOX, WHICH SHALL BE PERMANENTLY
CARRILLO
M
INSTALLED ON THE STRUCTURE. VERIFY LOCATION WITH
BUILDING LANDLORD.
A R C H I T E C T U R A L G RO UP I N C
J. Steven Carrillo 11231 Gold Express Dr.
A.I.A. C11,222 Suite 103
Gold River, CA 95670
916 266-6000
FAX 266-6006
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE DRAWING IS NOT
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT.
Drawing Title
EXISTING SITE PLAN
FOR REFERENCE ONLY
NORTH
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Project No.
04139.66
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EXISTING SITE PLAN GRAPH
GRAPHIC SYMBOLS LEGEND
LOCATED A7/G-3
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CALM
1-7-05
Scale
1"=30'-0"
1°-30'-O"
NO WORK, FOR REFERENCE ONLY
Drawing No.
T-2
1
12
1 3
1 4
15
1 6
17
1 8
1 9
10
11
12
1 2 1 3 1 4 5
A. G.C. IS TO PROTECT ALL SURFACES BEFORE CONSTRUCTION BEGINS AND RESTORE TO LIKE -NEW CONDITIONS ONCE CONSTRUCTION IS COMPLETED.
B. G.C. TO PREP FLOOR AND WALLS AS REQUIRED TO RECEIVE NEW FINISHES.
C. GYPSUM BOARD CEILINGS, BLIND POCKETS, AND COVES TO BE PAINTED AS PER SPECIFICATIONS, OR MATERIAL SCHEDULE SPECIFICATIONS.
D. IN AREAS TO BE PAINTED, G.C. IS TO INCLUDE IN BID PRICE, PAINTING OF SPACE WITH ONE (1) PRIMER COAT, TWO (2) FINISH COATS AS PER FINISH SCHEDULE.
E. ALL FINISH SAMPLES MUST BE SUBMITTED TO CLIENT AND ARCHITECT FOR APPROVAL.
F. G.C. TO FURNISH AND INSTALL REDUCING OR TRANSITION STRIP AT ALL VCT FLOORING AND OTHER FLOORING TRANSITIONS BETWEEN FLOORING MATERIALS.
G. FINISHES CALLED OUT SHALL EXTEND OVER, UNDER, AND/OR BEHIND ANY ITEMS OF BUILT—IN MILLWORK, EQUIPMENT, MIRRORS, ETC. AS INDICATED ON DRAWINGS.
H. WALL OR CEILING REVEALS ARE TO BE PAINTED AS NOTED ON THE PERTAINING DETAILS. CONSULT ARCHITECT FOR CLARIFICATION IF ANY DISCREPANCIES EXIST BEFORE PROCEEDING.
I. VCT SHALL BE LAID IN A BASKET WEAVE DIRECTION. REFER TO FINISH PLAN FOR COLOR AND DIRECTION.
J. COVE BASE TO BE USED IN ALL AREAS INDICATED. THE G.C. SHALL USE INSIDE AND OUTSIDE CORNERS AND END STOPS FOR ALL AREAS SPECIFIED. USE ROLL GOODS ONLY.
K. BEFORE PROCEEDING WITH PROCUREMENT, THE RESPECTIVE INSTALLER SHALL FIELD VERIFY DIMENSIONS TO ASSURE THAT SUFFICIENT QUANTITIES OF MATERIAL ARE ORDERED TO
COMPLETE THE WORK.
L. UPON RECEIPT FROM THE MANUFACTURER, THE INSTALLER SHALL INSPECT MATERIALS FOR DEFECTS, FLAWS, SHIPPING DAMAGE, CORRECT COLOR AND PATTERN, PRIOR TO
BEGINNING WORK, DAMAGED OR WRONG MATERIALS SHALL BE RETURNED TO THE MANUFACTURER FOR IMMEDIATE REPLACEMENT TO PREVENT DELAYS IN THE COMPLETION OF THE
WORK.
M. COMPLIANCE WITH THE MANUFACTURER'S REQUIREMENTS FOR HANDLING, STORAGE, INSTALLATION, AND PROTECTION IS THE EXCLUSIVE RESPONSIBILITY OF THE G.C. AND THEIR
RESPECTIVE INSTALLERS.
N. THE G.C. SHALL PROVIDE ONE FINAL TOUCH—UP OF PAINT SURFACES AFTER THE TENANT HAS MOVED INTO THE SPACE.
0. EXPOSED GLASS EDGES TO BE POLISHED UNLESS OTHERWISE NOTED.
= P. ALL FLOORING AT ALL FRONT OF THE HOUSE AREAS MUST BE INSTALLED TIGHT TO PARTITION.
Q. FINAL PROFESSIONAL CLEANUP BY G.C.
R. G.C. TO PROVIDE 10 PERCENT OF ALL MATERIALS INCLUDING BUT NOT LIMITED TO FLOOR FINISHES, CEILING FINISHES, WALL BASES, ETC. FOR "ATTIC STOCK.'
S. G.C. TO VERIFY CONDITION OF EXISTING FLOOR AFTER ANY OR ALL DEMOLITION. EXPOSED CONCRETE TO BE PRESENTABLE; FREE OF GLUE, STAPLES, CRACKING, ETC. FLOOR
CONDITION TO BE VERIFIED FOR EVEN LEVEL. G.C. TO REPORT ANY DISCREPANCY & CONDITION TO THE ARCHITECT.
T. NO SEALERS OR FINISHES TO BE APPLIED UNTIL FLOORS ARE SWEPT AND MOPPED CLEAN.
U. WHEN DEMISING WALLS ARE EXISTING, THE G.C. SHALL MATCH THE EXISTING FINISH TEXTURE.
V. DIMENSIONS ON DRAWINGS ARE FINISH FACE TO FINISH FACE OF PARTITIONS, COLUMNS, ETC., OR WHERE SHOWN, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS . WRITTEN
DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATION. DETAIL DIMENTSIONS TAKE PRECEDENCE OVER PLAN DIMENSIONS.
01 FINISH FLOOR PLAN
GENERAL NOTES
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144.6 SANTA ANA, CA
SOUTH COAST. PLAZA
3611 SOUTH BRISTOL ST.
spn
SUITE B
SANTA ANA, CA 92704
PROJECT TEAM
BUILDING
I UTILITIES OWNER'S PROJECT MANAGER
106 TRAMMELL CROW
7 10
SPRINT PCS PROJECT MANAGER
6100 SPRINT PARKWAY
Mailstop: KSOPHKO410-4A554
OVERLAND PARK, KS 66251
I PHONE; (913) 315-5110
CONTACT: RON GERARD ron.d.gerard@mail.sprint.com
ARCHITECT
CARRILLO ARCHITECTURAL GROUP, INC.
_ 11231 GOLD EXPRESS DR., SUITE 103
GOLD RIVER, CA 95670
PHONE: (916) 266-6000
G6 FAX: (916) 266-6006
A-6 107B CONTACT: NATE HENINGER nateheninger®carrilloag.com
(El MEP ENGINEERS
9 HENDERSON ENGINEERS
20
8325 LENEXA DRIVE, SUITE 400
LENEXA, KS 66214
PHONE: (913) 307-5464
FAX: (913) 307-5400
CONTACT: TREVOR JONES trevor.jones@hendersonengineers.com
LANDLORD
INVESTCORP / ORANGE BRISTOL, LP
280 PARK AVE, 36TH FLOOR
NEW YORK, NY 10017
PHONE: (212) 577-1414
CONTACT: HEATHER MUTTERPERL
O LEASE LINE — DENOTES LIMITS OF WORK.
OG.C. TO PROVIDE 5/8" TYPE "X" MOISTURE RESISTANT GYP. BD. INSTALLED ON EXISTING WALL
STUDS TIGHT TO UNDERSIDE OF DECK IF NOT PROVIDED BY LANDLORD. TENANT SIDE ONLY. (TYPICAL
ALL WET AREAS)
O DIMENSIONAL LOCATION OF ELECTRICAL STUB —UP. SEE ELECTRICAL FOR INFORMATION.
O LINE OF TRANSITION OF F OOR COVERING.
1
O SEE DRAWIN E7/A-2.2 PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION,
6 SURFACE MOUNTED FIRE EXTINGUISHER CABINET LOCATION. (2A 1OBC, MANUFACTURER — KIDD,
GRANGIER OR EQUAL). PROVIDE AND POST EMERGENCY EVACUATION SIGN ON WALL INDICATING PLAN OF
P CE AND PATH OF TRAVEL TO BUILDING EXITS ABOVE FIRE EXTINGUISHER IN MULTTPURPOSE ROOM.
O7 NEW IT/LAN RACK.
O ELECTRICAL PANEL LOCATION. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
09 G.0 TO PROVIDE 5/8" TYPE "X" GYPSUM BOARD INSTALLED ON EXISTING DEMISING WALL STUDS TIGHT
TO UNDERSIDE OF DECK IF NOT PROVIDED BY LANDLORD. TENANT SIDE ONLY.
10 NEW 48" X 45' PLYWOOD PHONE BOARD. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
11 DIMENSIONAL LOCATION FOR ELECTRICAL. SEE ELECTRICAL FOR INFORMATION.
12 EXISTING STRUCTURAL COLUMN TO REMAIN. PROVIDE GYP. BD. SIM. TO WALL TYPE A.. PAINT GYPSUM
P-1.
13 EXISTING COLUMN ENCASED IN NEW WALL CHASE,
14 RED WALL LOCATION (RE:P-4 AND P-5 ON FINISH SCHEDULE)
15 GYPSUM BOARD REVEAL
16 PROVIDE A CONTRACTED GRADE II TACTILE EXIT SIGN REQUIRED
PER CBC 1003.2.8.6.1-1 AND MUST COMPLY WITH CBC
1117B.5.6 STANDARDS. MOUNTED AT 60" A.F.F. TO CENTER
OF SIGN AND INSTALLED ADJACENT TO LATCH OUTSIDE OF
DOOR PER CBC 1117B.5.7
17 LOCATION OF KEY PAD. SEE ELECTRICAL DRAWINGS FOR INFORMATION.
18 ALIGN FACE OF NEW WALL WITH FACE OF EXISTING WALL.
19 ALIGN CARPET WITH LIMIT OF RED WALL, TYP.
NOTE:
STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBL. PROVIDE DOOR THRESHOLD TO MEET ALL APPLICABLE BUILDING AND ADA CODES.
LIQUIDS, FLAMMABLE GASES, AND HAZARDOUS CHEMICALS SHALL CO)MPIL 1
WITH UNIFORM FIRE CODE REQUIREMENTS.
NORTH7-0
) 71DIql
GRAPHIC SYMBOLS LEGEND A10 FLOOR ITN
LOCATED A7/G-3
SHEET NOTES
7 1 8 1 9 1 10 1 11 1 12
EXISTING PARTITION T1 REMAIN. PATCH
AND REPAIR TO AS NEW CONDITION.
NEW PARTITION
��Ilr
ON SHEET A-4)
LEASE LINE
INDICATES ITEMS ABOVE/OR DEMO
C-1
11
di%
6
SEE FINISH SCHEDULE
®INDICATES
WALL FINISHES
��,,,
SEE FINISH SCHEDULE
INDICATES BASE FINISHES
SCHEDULE
WjINDICATES
DOOR/FRAME
SEE FINISH SCHEDULE
FLOOR i
WALL INFORMATION
1 PLAN CHECK COMMENTS 1/20/05
O ISSUED FOR PERMIT AND BID 1 /7/04
No. Revisions / Submissions Date
CARRILLO
ARCHITECTURALGROUPINC '
J. Steven Carrillo 11231 Gold Express Dr.
A.I.A. 011.222 Suite 103
Gold River, CA 95670
916 266-6000
FAX 266-6006
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE DRAWING IS NOT
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT.
Drawing Title
FINISH
FLOOR PLAN
Seal °. Drawn Checked
ARC TCB NSH
Project No.
04139.66
Date
1-7-05
-N-& C 1 2 Scale
0 CA�O Drawing No.
A-1.1
1
2
3
4 5
6
7
8
9
1C 11 12
PAINT
P-1 MANUFACTURER: BENJAMAIN MOORE (800) 344-0400
lvr spfin
PRODUCT: SANDYHOOK GREY HC108
FINISH: EGGSHELL (RESTROOMS -- SEMI -GLOSS)
LOCATION: WALLS TYPICAL, U.N.O.
1446 ,� � � T f� A A' CA
NOTE: BACK OF HOUSE WALLS TO RECIEVE ONE FINISH COAT ONLY.
SOUTH AST PLAZA
P-2 MANUFACTURER: BENJAMAIN MOORE (800) 344-0400
3611 SOUTH BRISTOL ST.
PRODUCT: SANDYHOOK GREY HC108
SUITE B
FINISH: SEMI -GLOSS, ENAMEL
LOCATION: (TYPICAL) DOOR FRAMES AND TRIM
SANTA ANA CA 92704
PROJECT TEAM
P-3 MANUFACTURER: BENJAMAIN MOORE (800) 344-0400
PRODUCT: CEILING WHITE
FINISH: FLAT
OWNER'S PROJECT MANAGER
TRAMMELL CROW
LOCATION: GYPSUM CEILINGS
P-4 MANUFACTURER: SHERWIN WILLIAMS
SPRINT PCS PROJECT MANAGER
PRODUCT: RED WALL PRIMER
6100 SPRINT PARKWAY
P-SHADE PRIMER P-2, MEDIUM GRAY
Mailstop: KSOPHKO410-4A554OVERLAND
LOCATION: RED WALL &TRIM
PARK, KS 66251
PHONE; (913} 315-5110
TYPE OF PRIMER: CONTRACTOR TO DETERMINE WHETHER TO USE FAST DRYING OR
STANDARD DRYING PRIMER BASED ON CONSTRUCTION SCHEDULE.
CONTACT: RON GERARD ron.d.gerard®mail.sprint.com
P-5 MANUFACTURER: SHERWIN WILLIAMS
PRODUCT: BASE, REAL RED 6405-1362 (Y38, R158) COLORANT: Y1 YELLOW (60Z. 30)
ARCHITECT
CARRILLO ARCHITECTURAL GROUP, INC.
FINISH: SATIN COLORANT: W1 WHITE (19)
LOCATION: RED WALL & TRIM COLORANT: R4 NEW RED (40Z. 42)
11231 GOLD EXPRESS DR., SUITE 103
GOLD RIVER, CA 95670
NOTE: SEE WALL ELEVATIONS DETAIL Al SHEET A-5 FOR ADDITIONAL INFORMATION
PHONE: (916) 266-6000
FAX: (916) 266-6006
SEE SPECIFICATIONS FOR LIST OF ADDITIONAL APPROVED PAINT MANUFACTURERS.
CD
CONTACT: NATE HENINGER nateheninger®carrilloog.com
FLOORING
MEP ENGINEERS
HENDERSON ENGINEERS
CT-1 CARPET TILE (METER X METER) 39"X39"
MFG: TBD
PRODUCT: TBD
8325 LENEXA DRIVE, SUITE 400
FLAMMABILITY: TBD
LENEXA, KS 66214
SMOKE DENSITY: TBD
PHONE: (913) 307-5464
COLOR: TBD
FAX: (913) 307-5400
LOCATION: OPEN SALES AREA
CONTACT: TREVOR JONES trevor.jones@hendersonengineers.com
CT-2 CARPET TILE (METER X METER) 39"X39"
LANDLORD
INVESTCORP / ORANGE BRISTOL, LP
MFG: TBD
PRODUCT: TBD
L�
FLAMMABILITY: TBD
280 PARK AVE, 36TH FLOOR
SMOKE DENSITY: TBD
NEW YORK, NY 10017
COLOR: TBD
PHONE: (212) 577-1414
LOCATION: BEHIND POS STATION
CONTACT: HEATHER MUTTERPERL
VF-1 VINYL FLOORING
MANUFACTURER: CENTIVA
PRODUCT: ULTRAPLANK (036", BEVEL EDGE)
FLAMMABILITY: CLASS B
SMOKE DENSITY: <450
COLOR: UP 1129 WEATHERED ELM
LOCATION: OPEN SALES AREA
VCT-1 VINYL COMPOSITION TILE
MANUFACTURER: ARMSTRONG
PRODUCT: IMPERIAL TEXTURE
FLAMMABILITY: ASTM-E-648: P 0.45 (CLASS 1)
SMOKE DENSITY: ASTM-E-662: 0 450 (CLASS 1)
COLOR: 51830 COTTAGE TAN
DIMENSION: 12" X 12" (1/8" GAUGE)
(INSTALL IN "BASKET WEAVE" PATTERN)
BASE
VB-1 VINYL WALL BASE
MANUFACTURER: JOHNSONITE
PRODUCT: COVE BASE
o
FLAMMABILITY: ASTM-E-648: P 0.45 (CLASS 1)
FIRE RESISTANCE: ASTM-E-84/NFPA 255: CLASS 1
SMOKE DENSITY: ASTM-E-622: 0 450 (CLASS 1)
COLOR: #29 MOONROCK
DIMENSION: 4' X 1/8" THICK
MILLWORK
PL-1 PLASTIC LAMINATE
PRODUCT: PIONITE - GREIGE SG210 SUEDE
LOCATION: BREAK COUNTER
CEILING
CLG-1 24" X 48" LAY -IN CEILING: (SEE A5/A-4)
TILE: ECOPHON FOCUS DG
t
PLAN CHECK COMMENTS
1 20 05
/ /
LAY -IN TILE GRID: 15/16" BASIC EXPOSED TEE-24 GRID
(D
ISSUED FOR PERMIT AND BID
1 /7/04
LOCATION: REFER TO REFLECTED CEILING PLAN
FIRE RATING: MEETS PER: ASTM E84, BS476 PARTS 6 & 7,
DIN 4102, NFP 92-501 & NFP 92-510
No.
Revisions /Submissions
Date
COLOR: WHITE 010
CLG-2 GYPSUM BOARD: (SEE C5/A-4)
CARRILLO
GYPSUM ASSOCIATION (1) LAYER 5/8" THICK GYP. BD.
A R C H I T E C T U R A L G R O UP I N C
SECURED TO UNDERSIDE OF EXISTING CEILING JOISTS.
J. Steven Carrillo 11231 Gold Express Dr.
COLOR: SEE FINISHES FOR PAINT
A.I.A. C11.222 Suite 103
Gold River, CA 95670
916 266-6000
FAX 266-6006
M
CLG-3 24" X 45' LAY -IN CEILING: (SEE A5/A-4)
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
TILE MANUFACTURER'S STANDARD SQ. EDGE UCG STANDARD #562
RIGHTS
THESEVPLANs DOEASOANDA ESIIGONS PYRIGHT WHCHAND AREONOT T OROPERTY BE REPRO UCED,IN
LAY -IN TILE GRID: 15/16" EXPOSED TEE
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
LOCATION: REFER TO REFLECTED CEILING PLAN
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE DRAWING IS NOT
FIRE RATING: GLASS A .. .. ,.,..
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT.
Drawing Title
COLOR: WHITE
FINISH
I
SCHEDULE'
.
Seal
AK C
Dry n
/I TCB
Checked
NSH
NOTE: SEE SPECIFICATIONS FOR LIST OF ADDITIONAL APPROVED PAINT MANUFACTURERS.
ttN Cq�,� f�y'
Project No.
04139.66
�.
Date
A9
FINISH SCHEDULE
K
o
J' ` N-C1 12)d tiQ
1-7-05
Scale
OF A���O
Drawing No.
A-1.2
,y
1
2
3
4
5
6
7
8 1
9
10
11
12
1
1 2
13
4 15
16
17 8
1 9
10 1
11
12
spfiw
-
1446 SANTA ANA, CA
SOUTH COAST PLAZA
3611 SOUTH BRISTOL ST.
77
SUITE B
S -sH-2 - J
VCR T-1 >PROJECT
EXISTING EXISTING
RESTROOM RESTROOM OFFICE r- �' �H-1 IT/LAN BUILDING
SANTA ANA, CA 92704
TEAM
i
103 104 '1 '1 / 105 ( 106
OWNER'S PROJECT MANAGER
TRAMMELL CROW
N /
CLEAR LEA
SPRINT PCS PROJECT MANAGER
• 103 104 105 T
`.
6100 SPRINT PARKWAY
CH-1 L
(EI IE) (N)
Mailstop: KSOPHK0410-4A554
/
OVERLAND PARK, KS 66251
PHONE; (913) 315-5110
j CH-7
CONTACT: RON GERARD ron.d.gerard@mail.sprint.com
d
i T-2Lz= =
ARCHITECT
CARRILLO ARCHITECTURAL GROUP INC.
'
11231 GOLD EXPRESS DR., SUITE 103
-
GOLD RIVER, CA 95670
N MULTIPURPOSE CH-7
i ROOM
PHONE: (916) 266-6000
FAX: (916) 266-6006
c,
( 107 107E
CONTACT: NATE HENINGER noteheninger@carrilloag.com
gC (E)
' REF KIT
MEP ENGINEERS
HENDERSON ENGINEERS
SH-5 SH-2 MIC
F.E.
PASSAGE � � — — — — — —
° " " SA N ❑
6 -9 12 -3 7 -0 6 -0 7 -0 15 -10 4 -2 0 I c�
❑
8325 LENEXA DRIVE, SUITE 400
LENEXA, KS 66214
PHONE: (913) 307-5464
FAX: 913 307-5400
5 1/2" 3,_9" T-8 1/2" 2'-8 1/2"11 4'-1' T-9" J
CONTACT: TREVOR JONES trevor.jones@hendersonengineers.com
X I 15'-10"
LANDLORD
INVESTCORP / ORANGE BRISTOL, LP
280 PARK AVE, 36TH FLOOR
I I I I I I I I I I I I I I I I I I F'E'
PHONE: (212) 577-1414
aO 430 449 450 451 453 455 457 458 459 442 aO
'`'
CONTACT: HEATHER MUTTERPERL
UNI-STRUT�VE UNI-STRUT ABOVE
CLOUD ABOVE CL1 I a I CL1 CLOUD ABOVE (N)
107A
UN TTULA�O— —_— --- _--
'
— — — — —4 — — — — — — — — — — t- — — — — — — — — — — —
's;4
c° 13'-1" 17'—
W
6'-0" (N)
108 r
o
g �
v�i <CF-3
- CH-1 -' FRONT OF HOUSE
PLASMA
443 446 1 APC
0 0 SCREEN
n 401 WIND❑W BANNER 403 WIND❑W BANNER
404 CASH WRAP 405 TECH TABLE 1
407 ,) o o SALES 447 406 ABO VE� I J 406 TECH TABLE 2 407 GREETER TABLE
O AREA O O I� TECH
101 �J `�— I I m 108 408 S❑LUTI❑NS TABLE 1 409 S❑LUTI❑NS TABLE 2
o 0
PROVIDE ADA COMPLIANT 410 SHOWROOM GRAPHIC RH1 411 SHOWROOM GRAPHIC RH2
® , ( 412 SHOWROOM GRAPHIC RH3 413 SHOWROOM GRAPHIC RH4
SIGN INDICATING COMPLIANT U - 414 SHOWROOM GRAPHIC RH5 415 SHOWROOM GRAPHIC LH1
® POS STATION 405 O
■
❑
416 SHOWROOM GRAPHIC LH2 417 SHOWROOM GRAPH LH
IC 3
444
445 CH-1 O 418 SHOWROOM GRAPHIC LH4 419 SHOWROOM GRAPHIC LH5
® CH-3 CH-3 O O I 426 CASH WRAP SCREEN 429 LARGE TECH ROOM GRAPHIC
O O J
430 ACCESSORY WALL PANEL 1 431 HANDSET DISPLAY CABINETS 1
GLASS
13'-1" 1T-6" 432 HANDSET DISPLAY CABINETS 2 433 HANDSET DISPLAY CABINETS 3
WALL I 435 HANDSET DISPLAY CABINETS 5 437 HANDSET DISPLAY CABINETS 7
UNI-STRUT ABO7-8-=
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 404 _ _ 404 _"" " `~° 109fiz 439 HANDSET DISPLAY CABINETS 9 440 HANDSET DISPLAY CABINETS 10
—
'
441 HANDSET DISPLAY CABINETS 11 442 ACCESSORY WALL PANEL 2(VM)
I-- — — — — — — — — — — — - (- — — — — — INVENTORY 443 FREESTANDING ACCESS CABINETS 1 444 FREESTANDING ACCESS CABINETS 2
r — ZL�UD��VE — —I o b M0UD A�OV-€ — — — — — — — — — ! - ( :, 109 CO 445 FREESTANDING ACCESS CABINETS 3 446 FREESTANDING ACCESS CABINETS 4
CLl -1 ;r, CL1 = 447 FREESTANDING ACCESS CABINETS 5 448 ACCESSORY WALL PANEL 3
UNI-STRUT ABOVE , 449 HANDSET DISPLAY CABINETS 12 450 HANDSET DISPLAY CABINETS 13
I I 451 HANDSET DISPLAY CABINETS 14 453 HANDSET DISPLAY CABINETS 16
— — — — — — — — — — — — — — — — — J
— — — — — — — — _J I 455 HANDSET DISPLAY CABINETS 18 457 HANDSET DISPLAY CABINETS 20
1F' FUTURE I 1 I s 458 HANDSET DISPLAY CABINETS 21 459 HANDSET DISPLAY CABINETS 22
\ aO N UNI-STRUT ABOVE _! 460 ACCESSORY WALL PANEL 4
430 431 432 433 435 437 439 440 441 442 I --=- =-�
�==
�
I I I I I I I I I I I I I I I I I I I I -� SH-8 SH-8 BACK OF HOUSE
i
IE) _ _ _ _ _ _ _ _ _ _ _ _ _ _ BC BREAK COUNTER 48L X 25D S SAFE
PLAN CHECK COMMENTS
1 20 05
CFP COPIER/FAX/PRINTER T-2 CAFE TABLE
101 I I CH-1 CHAIR LF-1 LATERAL FILE
1
ISSUED FOR PERMIT AND BID
1 /7/04
CH-3 CUSTOMER CHAIR @ SOLUTI❑NS TABLE
No.
Revisions / Submissions
Date
T-8 / 1 1/ 2" T-8 2" 4'4' 2'-10" 3'-10" CH-7 CHAIR (STACKABLE)
3'-9" 1'-9" TB TECH BENCH
T-0" 6'-T 7'-0" 24'-3" FC VCRR FILE CABINET
VCR/SECURITY REC. DEVICE BY OWNER
CARRILLO
MIC MICROWAVE
REF COMPACT REFRIGERAT❑R
ARCHITECTURALGROUPINC
WB-36 WHITE MARKER BOARD - 36L X 48H
J. Steven Carrillo 11231 Gold Express Dr.
A.I.A. C11.222 suite 103
WB-46 WHITE MARKER BOARD - 48L X 72H
Gold 2ss 6000A sss�o
m
IT/LAN IT/LAN PHONEBOARD-NEW 4' X 4' X 3/4" FIRE RATED PLYWOOD BACKBOARD
FAX 266-6006
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
INSTALLED BY G.C.
KIT FIRST AID KIT - PROVIDED BY OWNER, INSTALLED BY G.C.
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER,
KP KEY PAD
NOR ARE THEY
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
PS PLASMA SCREEN
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE DRAWING IS NOT
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT.
SH-2 WALL MOUNT SHELF -48L X 12DL X 30 13/16H
Drawing Title
SH-5 LIGHT DUTY SHELF - 48L X 18D X 86H
SH-8 LIGHT DUTY SHELF - 48L X 18D X 60H
SH-7 LIGHT DUTY SHELF - 36L X 18D X 60H
FIXTURE AND
FURNITURE PLAN
T-1 MANAGER'S DESK - 59 1/2 X 28
WS-1 WORK SURFACE - 48L X 25D
S
R
Dr +
TCB
Checked
NSH
NORTH FOR ADDITI❑NAL INFORMATION SEE FIXTURE AND FURNITURE SCHEDULE,
�� CA �T
Project No.
SHEET A8/A-4.
�4'��`
04139.66
Q
Date
Al
FIXTURE AND FURNITURE PLAN NOTE:
GRAPHICS SYMBOL LEGEND
A10
FIXTURE LEGEND
�
1-7-05
12EN1 052 �
Scale
LOCATED A7/G-3
j.,,
1/4" = 1,4,
C 04
�F
1/4" =1-0I'
pLl�
Drawing No.
A-2.1
�
1
2
3
4
5
6
7
8
9
10
11
12
''
1
2
1 3
1 4
5 6
7
18
1 9
1 10
11
12
spfin
-
1446 SANTA ANA, CA
7'-0" 7'-7"
SOUTH COAST PLAZA
FIELD VERIFY FIELD VERIFY
3611 SOUTH BRISTOL ST.
SUITE B
6 6
SANTA ANA, CA 92704
PROJECT TEAM
OWNER'S PROJECT MANAGER
TRAMMELL CROW
_
�- --- --- ---- --- -- -- -
41 GB-2 I I GB-2 i 4
SPRINT PCS PROJECT MANAGER
6100 SPRINT PARKWAY
Mailstop: KSOPHK0410-4A554
I I i 5
TA-2 TA-2
I
OVERLAND PARK, KS 66251
PHONE; (913) 315-5110
6--EXISTING I EXISTING--_t 6
�j.._._.. I I ��._
( RESTRQOM j RESTRGOM j
�I > { coo l 3 3 f coo 2 m
3 B OPP / 3
CONTACT: RON GERARD ron.d.gerard®mail.sprint.com
ARCHITECT
CARRILLO ARCHITECTURAL GROUP, INC.
11231 GOLD EXPRESS DR., SUITE 103
GOLD RIVER, CA 95670
PHONE: (916) 266-6000
FAX: (916) 266-6006
TA-3 f r I TA-3 � 10
10 ' 12 12 '
TA-1 I j, TA-1 ,
CONTACT: NATE HENINGER nateheninger@carrilloog.com
MEP ENGINEERS
HENDERSON ENGINEERS
8325 LENEXA DRIVE, SUITE 400
LENEXA, KS 66214
- y
zi�"''
7 12 9 8 12 7 11
Al
PHONE: (913) 307-5464
FAX: (913) 307-5400
CONTACT: TREVOR JONES trevor.Jones®hendersonengineers.com
LANDLORD
INVESTCORP / ORANGE BRISTOL, LP
280 PARK AVE, 36TH FLOOR
NEW YORK, NY 10017
PHONE: (212) 577-1414
NORTH
CONTACT: HEATHER MUTTERPERL
E/
PARTIAL PLAN GRAPHICS SYMBOL LEGEND
LOCATED A7/G-3
@ RESTROOMS
GRAB BARS TO BE 1 1 /4' TO 1 1 /2" SEE SPECIFICATIONS FOR SPECIFIC BOBRICK
7O
TA-3
IN DIAMETER, 250 LB IN STRENGTH, PRODUCT NUMBERS. THE GENERAL CONTRACTOR
AND 1 1/2" FROM WALL. MAY SUBSTITUTE EQUAL PRODUCTS AS APPROVED
BY SPRINT'S PROJECT MANAGER.
STANDARD STANDARD
TA-1 COMMERCIAL TA-2 COMMERCIAL
SINGLE ROLL SINGLE ROLL , MIRROR
o
I
GB-2
o
1
6" MAX
GB-1 %�
(D
1
00
TA-1
\�
/
IV
A
B
C
a ® = N
C 10
RESTROOM ELEVATIONS
Li
SURFACE MOUNTED SURFACE MOUNTED ADA COMPLIANT
TOWEL DISPENSER TOILET TISSUE DISPENSER TILT -OUT MIRROR
1/4"=1'-o"
@ RESTROOMS
PLAN CHECK COMMENTS
1/20/05
(D1
ISSUED FOR PERMIT AND BID
1 /7/04
W/ FRAME
O GB-1 36" GRAB BAR
7O GB-2 24" MIN.
It 42" GRAB BAR
O EXISTING LAVATORY AND WATER CLOSET. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
O2 5'-0" DIA, TURNING RADIUS.
O 48" X 30" CLEAR FLOOR SPACE.
No.
Revisions / Submissions
Date
CARRILLO
I
ADA TRAP —
Q z z z GUARD ;
mi r
17" MIN.
N N 'IF 11�O
O G.C. TO PROVIDE ACCESSORIES RE: Al Q/A-2
4
EXISTING GRAB -BARS MAY REMAIN IF MEET ADA REQUIREMENTS.
SHIFT FIXTURE SO CENTERLINE OF FIXTURE IS 16' FROM FACE OF WALL.
LOWER GRAB BARS TO BE 33" A.F.F.
O7 G.C. TO PROVIDE.
O REPLACE HARDWARE WITH PRIVACY LOCK.
A R C H I T E C T U R A L G R O U P I N C '
J. Steven Carrillo 11231 Gold Express Dr.
A.1.A. c11.22z Gold RlOver, CA 95670
916 266-6000ul
FAX 266-6006
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
FROM THEIS
F NARLESS OR T01TTEN BE USED FIORIOCONSTRUCTION RUNFTILESIGNED BYTHEDT HE IARCHI EOCT.
36' MAX,
6" MAX. 8" MIN. GRAB BARS
LAVATORY MOUNTING DETAIL TOILET & ACCESSORY
MOUNTING DETAIL
Drawing Title
PROVIDE FIRE RETARDANT BLOCKING AS REQUIRED FOR
TOILET ACCESSORIES INSTALLATION.
O9 REPLACE BROKEN HARDWARE WITH NEW PRIVACY LOCK.
10 LOWER MIRROR TO BE 40P A.F.F.
0
PARTIAL PLAN AND
INTERIOR ELEVATION
11 PROVIDE GOOSENECK FAUCET.
0
12 INTERIOR SIGNAGE PER DETAIL A7/G-5.
S `;
(Z
�Sj��
r
� , C] ,22
y REN 8 O4�
o cAL1�
Drawn
TCB
Checked
NSH
roject No.
04139.66
Date
1-7-05
A7
RESTROOM ACCESSORIES
A10
RESTROOM FLOOR PLAN
Scale
1/4" = 1'-0,1
MOUNTING HEIGHTS
NOTES
Drawing No.
A-2.2
PON
6
7
8
9
10
11
12
I
2
3
4
5
6
7
8
9
10
11
12
spfiw
0LINE OF GYP. BD. SOFFIT. A. SEE ARCHITECTURAL/CONSTRUCTION PLAN FOR WALL
O2 CENTER LIGHT FIXTURE ON FIXTURE/GRAPHIC OR STOREFRONT LOCATIONS AND ADDITIONAL INFORMATION.
BELOW, TYPICAL. B. SEE SCHEDULES AND LEGEND SHEET FOR ROOM
FIXTURE INFORMATION.
-
D SUSPENDED FIXTURE "CLOUD" W/ BOTTOM AT T-6" A.F.F. C. SEE ELECTRICAL SHEETS FOR EXACT LENGTH, MODEL E E
pp�� /� pp��
1446 S A N T A A N A CA
NUMBER, AND CIRCUITING INFORMATION FOR EACH OF E E
O G.C. TO PROVIDE 3/4" PLYWOOD BLOCKING FULL WIDTH AND THE LIGHT FIXTURES.
SOUTH COAST PLAZA
DEPTH OF SOFFIT AS SHOWN IN DETAIL D8 ON SHEET A-4. D. CEILING HEIGHTS ARE AS NOTED ON PLAN. G.C. SHALL P-3 P-3
NOTIFY THE ARCHITECT IMMEDIATELY OF ANY
3fi11 SOUTH BRISTOL ST.
O FULL TILE. DISCREPANCIES WITH PLANS IN RELATION TO THE
SUITE B
EXISTING FIELD CONDITIONS.
6� NOT USED. E. IN THE EVENT OF AN DISCREPANCY BETWEEN QUANTITY,
LOCATION, AND/OR TYPE OF LIGHTING FIXTURE
SANTA ANA, CA 92704
O 2'X2' METAL ACCESS PANEL FOR SIGNAGE (ie. JUNCTION BOX), BETWEEN ARCHITECTURAL AND ENGINEERING SHEETS
PROJECT TEAM
IF REQUIRED. PAINT P-3 TO MATCH CEILING. G.C. SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR EXISTING EXISTING BUILDING
CLARIFICATION, ARCHITECTURAL SHEETS GOVERN. RESTROOM RESTROOM OFFIC UTILITIES
OWNER'S PROJECT MANAGER
Og EDGE LIT SIGN. INSTALL /ATTACH TO CLOUD FIXTURE. SEE F. G.C. IS RESPONSIBLE FOR COORDINATION FOR 103 104 CLG-3 10 F4- 106
TRAMMELL CROW
ELECTRICAL FOR INFORMATION. INSTALLATION OF THE MUSIC SYSTEM WITH THE 10'-0"
SPRINT'S VENDOR.
SPRINT PCS PROJECT MANAGER
=
g FIXTURE "CLOUD" ELECTRICAL CHASE. SEE ELECTRICAL FOR G. VERIFY ALL DIMENSIONS FOR LIGHT FIXTURES IN FIELD.
O
6100 SPRINT PARKWAY
MAINTAIN RELATIONSHIP BETWEEN LIGHT FIXTURES AND
INFORMATION. F4
Mailstop: KSOPHKO410-4A554
STORE FIXTURES AS DRAWN. LOCATE LIGHT FIXTURE
OVERLAND PARK KS 66251
'
TRACK ON THE UNDERSIDE OF THE NEAREST FIN OF '" � ffi`
10 PROVIDE 1-5/8" X 1-5/8" UNI-STRUT AS SHOWN. ATTACH TO
PHONE; (913) 315-5110
STRUCTURE FOR SUPPORT OF FIXTURE "CLOUDS'. GC TO CEILING GRID UNLESS NOTED OTHERWISE.
H. EXACT LOCATIONS OF THERMOSTATS INDICATED ON ry
CONTACT: RON GERARD ron.d.gerard@mail.sprint.com
INSTALL UNI-STRUT & CLOUD MFG. TO INSTALL CLOUD / ENGINEERING DRAWINGS SHALL BE IDENTIFIED BY G.C. ®C
CABLE SYSTEM. AND VERIFIED IN FIELD BY NCM PRIOR TO INSTALLATION.
ARCHITECT
CARRILLO ARCHITECTURAL GROUP, INC.
11 PLASMA SCREEN. SUPPORT TO BE PAINTED BY GC TO MATCH THERMOSTATS TO BE CENTERED ABOVE LIGHT SWITCH
ADJACENT CEILING COLOR. UNLESS NOTED OTHERWISE.
i. G.C. SHALL COORDINATE THE TIE—IN TO THE EXISTING
11231 GOLD EXPRESS DR., SUITE 103
CLG-3
BUILDING SYSTEMS WITH BUILDING OWNER. F4 F4 F4
GOLD RIVER, CA 95670PHONE: (916) 266-6000
J. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF EXIT EMI 10'-0" ROOM
FAX: (916) 266-6006
c�
LIGHTS AND OTHER LIFE SAFETY EQUIPMENT. �C
I 107
CONTACT: NATE HENINGER nateheninger@carrilloag.com
G 1 CEILING PLAN G 3 CEILING PLAN EQ. Q.
MEP ENGINEERS
HENDERSON ENGINEERS
SHEET NOTES GENERAL NOTES PASSAGE E 1
F4
832E LENEXA DRIVE, SUITE 400
LENEXA, KS 66214
PHONE: (913) 307-5464
FAX: (913) 307-5400
„ D9
4 -0
CLG-2 4-0 4-0 4 -0 22-0
CONTACT: TREVOR JONES trevor.jones@hendersonengineers.com
9'-Y, A-6
OG
LANDLORD
P-3
INVESTCORP / ORANGE BRISTOL, LP
g
280 PARK AVE, 36TH FLOOR
F4 A9 G9 G11
NEW YORK, NY 10017
` A-6 A-6 A-6
PHONE: (212) 577-1414
�I At Al At Al At
CONTACT: HEATHER MUTTERPERL
8 8 10
r® r® r®J r® EM1
I---- —-------- -- —_ I- — ---------- -- ----
-1 9 L S c I I Sc — — — 9 -1 F- -1
®C `''
w
I— c —I c -- — — -j -- c — — — C -- c — — C-a
—I---- Tic --- FTC-- — 1c 0r r -- F1c --- F1c —�F_2c I—� 2c
2 L— — — — --- — =-- — -- -- --- —
I1J
J J L J
�� I 10 3 I I I 3 I 10 I
4'-10" 4'-10" 4' 7' '-7" 4'-7' 1 ' c
r M 12" 8'-0" 1'-3" 4 -0" 4 -0" 10'- " 8'-U' - i r
I- � CLG-3
Al L o `A1 10'-0"
n
CLG-1 INDICATES CEILING TYPE, SEE FINISH
I
TECH
A1. CAVALEfTO 70W ED17 ELECT. WALL WASH.108101
SCHEDULE
CPll"LAII
®C
r
C — CLG-1 `-- - -_ 81. RECESSED 1 HEAD COMBO 39E T6 ELECT.
U I r
10'-0" INDICATES CEILING HEIGHT ABOVE
FINISHED FLOOR
rO,q
o
7-- - --J
- , LAI
EQ. 5'-O" EQ. ® 4' ' 7' -7" 4'-1' 1 T 07
w
41 O B3. RECESSED 3 HEAD COMBO 39E T6 ELECT.
"
®C 10 9 9 10 f --O-B
P-1 INDICATES CEILING FINISH, SEE FINISH
SCHEDULE
g ®C C. 7' VERTICAL 1 LAMP 42W CF, MOUNT IN CEILING.
1
CEILING INFORMATION
— — F1c — — — —F1c �,; — F1c — F1c — f- — F2c I— i — F2c
— I,, LU INVENTOR
—_� — — — _ — — — —� — —1 -j 109 ®Cc Cc. 7' VERTICAL 1 LAMP 42W CF MOUNT IN PRE-CUT HOLE
"CLOUD",
IN BOTTOM OF FIXTURE AIM DOWN.
OC L _
= I I Sc_= J L_J I CLG-3
L ®CE CE. SAME AS TYPE C W/ EMERG. BAT. PACK.
`a4 F4
—ELF_
— -- — L — — — — — — — --- -- ---- _J 10'-0„
`
0 T/-3N 10 ®J g ®J ` ®J L ®J ` ®J 8 3 10 "' 4'-3" EXIT SIGN. EXIT SIGN SHALL BE IN BLOCK LETTERS, A MINIMUM 6:HIGH
W/ A STROKE OF NOT LESS THAN 3/4". LUMINANCE ON FACE O
Al Al r Al Al r Al "`
SHALL BE 50 LUX.
C '�1
12-9"'EM1 EM1. 2 HEAD DECORATIVE EMERGENCY UNIT
1
PLAN CHECK COMMENTS
1 /20/05
ELSc. EDGE LIT SIGN.
1
ISSUED FOR PERMIT AND BID
1 /7/04
I I I I I--------------ELSc�
No.
Revisions /Submissions
Date
F1 c. 4' STRIP 32W T8 FLUORESCENT MOUNT ON PLATFORM ON
F1 c
��. TOP OF FIXTURE "CLOUD", AIM UP.
�Q.CARRILLO
4'-0" 4'-0" 4'-0" 26'-3" � F2c. 2' STRIP 32W T8 FLUORESCENT MOUNT ON PLATFORM ON
F2c
`yQ TOP OF FIXTURE "CLOUD", AIM UP.
A R C H I T E C T U R A L G R 0 U P I N 0
J. Steven Carrillo 11231 Gold Express Dr.
A.I.A. 011.222 Suite 103
m
F4. 2' x 4' LAY -IN FLUOR. 3 LAMP 32W T8
Gold River, CA 95670
916 266-6000
FA
THE ARCHITECT, CARRILLO ARCHI ECx R6A6L GROUP INCORPORATED, HEREBY
F4
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
TOILET FAN
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE DRAWING IS NOT
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT.
Drawing Title
SUPPLY AIR. SEE MECHANICAL.
/�
REFLECTED
REF LECTED
-
CEILING PLAN
RETURN AIR. SEE MECHANICAL.
ARcjy
ti 1 CA f��,
Dra
TCB
Checked
NSH
Project No.
NORTH
04139.66
Date
Al
REELECTED CEILING PLAN
A10
REFLECTED CEILING LEGEND
7r1:'
J' t`�C 1 2 �Q
'-7-05
Scale
REN /05 0,4�
1 /4" = 1'—C
Drawing No.
A-3
'
�/4 =1 -0
�FCA1-��
1
2 1
3
4
5 1
6
7
8 1
9
10
11
12
1
2
3
4
15
6 1 7
8 9
10
11
12
splia
_
BRACE DIAG.,
_ IRECCTIIONS ®
DOOR SCHEDULE * G C TO PROVIDE SIGNAGE ON PRIMARY EGRESS DOOR(S) STATING
"THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS"
DOOR DATA
FRAME DATA
HARDWARE
NOTES
Al DECK OR
A-4 �— — —� STRUCTURE
CONTRACTOR'S OPTION:
TERMINATE WALL 6 J
MIN. ABOVE CEILING — 3 5/8" 25 GA. MTL. STUD W/
OR EXTEND TO DECK FLANGES CLIPPED ATTACHED TO
SEE D4/A-4
DECK OR STRUCTURE. 20 GA.
F DECK OVER 16'-0" AFF.)
DRAFTSTOP AS REQ'D BY CODE
METAL TRACK.
2G GA. METAL STUD
1/2" PLYWOOD
METAL TRACK
DIM. WOOD BLOCKING
CEILING PER PLAN
4'-
i i:IF
; ; _
; ;
i
!
SEE
PARTITION
TYPE
1 2" 1 2"
CONT. SEALANT
(TYP.)
N METAL
FRAME
mr
1446 C
A w
SOUTH COASTPLAZA
�611 SnUTH BRISTOL ST.
SUITE B
SANTA ANA CA 92704
SIZE
MATERIAL
TYPE
FINISH
MATERIAL
TYPE
I JAMB
HEAD
FINISH
LABEL
SET No.
KEY SIDE
101 *
T-0" X 8'-0"
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
EXIST
-
-
EXTERIOR
MAIN EXIT DOOR
103 (E)3
-O X 8 -0
EXIST
EXIST
P-2
EXIST
EXIST
EXIST
EXIST
P-2
-
2
102
MUST MEET ADA
104 (E)T-O"
X T-0"
EXIST
EXIST
P-2
EXIST
I EXIST
EXIST
EXIST
P-2
-
2
102
MUST MEET ADA
105
T-0" X T-0"
WD
—
P-2
HM
—
J1
H1
P-2
—
3
1G7
107A
T-0" X T-O"
WD
-
P-2
HM
-
J1
H1
P-2
-
5
101
107B (E)T-0"
X T-0"
EXIST
EXIST
P-2
EXIST
EXIST
EXIST
EXIST
EXIST
-
4
EXTERIOR
PAINT INTERIOR ONLY
108
T-0" X T-0"
WD
-
P-2
HM
-
J1
H1
P-2
-
1
107
PROJECT TEAM
109
3'-0" X 7'-0"
-
-
-
GYPSUM
-
-
-
P-1
-
-
-
NO DOOR/FRAMED OPENING
=
CEILING AS 1 LAYER 5/8"
SCHEDULED GYP. BD. EACH
SIDE
J4_ I
3 5/8" 25 GA MTL.
STUDS @ 16" C.C..
(20 GA., IF DECK
SILL OVER 16'4" AFF.
BASE AS
FINISHED SCHEDULED
FLOOR
PRE -FINISHED SHEET -METAL
HEMMED ANGLE MOULDINGS /TYP.
CEILING GRID WALL ANGLE & 2"
CEILING GRID WALL ANGLE.
1/2" TEMPERED GLASS.
CORNER OF GYP.
BD. WALL BEYOND.
CEILING PER
PLAN
PRE -FINISHED
SHEET -METAL HEMMED
CHANNEL -RECEIVER
MOULDING. MATCH
CEILING SUSPENSION
GRID METAL FINISH.
PAINTED
DOOR
5/8"
H 1
SEE
PARTITION
HYPE
DOUBLE MTL.
STUDS
OWNER'S PROJECT MANAGER
TRAMMELL CROW
SPRINT PCS PROJECT MANAGER
6100 SPRINT PARKWAY
Mailstop: KSOPHKO410-4A554
OVERLAND PARK, KS 66251
PHONE; : RO 315-5110
CONTACT: N GERARD ron.d.gerard®mail.sprint.com
ARCHITECT
1. G.C. TO VERIFY THAT EXISTING DOORS ARE IN GOOD WORKING CONDITION.
2. ALL EXISTING DOORS TO REMAIN SHALL KEEP THE EXISTING HARDWARE UNLESS OTHERWISE NOTED.
3. LISTED HARDWARE OR APPROVED EQUAL TO BE USED ONLY.
4. ALL DOORS TO BE PROVIDED WITH 12" X 34' ALUMINUM KICK PLATES AT PUSH SIDE OF ALL INTERIOR DOORS.
KICK PLATES TO BE IVES 8400 SERIES, PA28-CLR FINISH OR EQUAL.
5. NEW DOOR CLOSERS FOR EXISTING EXTERIOR DOOR TO BE INSTALLED ON INTERIOR OF SPACE.
6. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
7. ALL EXTERIOR DOORS SHALL BE PROVIDED WITH WEATHER STRIPPING AT HEAD, JAMBS AND SILLS.
G 3
D ETA I L
CARRILLO ARCHITECTURAL GROUP, INC.
11231 GOLD EXPRESS DR., SUITE 103
GOLD RIVER, CA 95670
AT GLASS WALL
AS SHOWN
1/2 1/2'
CONT. SEALANT
(TYP.)
F
N METAL
8. IF DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT
LEAST 3 SECONDS TO MOVE TO A POINT 3" (75mm) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR.
9. REFER TO ACCESSIBILITY DETAILS AND NOTES SHEET G-5 FOR DOORS AND DOORWAYS, ALL DOORS AND HARDWARE SHALL COMPLY.
( )
PHONE: (916) 266-6000
FAX: (916) 266-6006
CONTACT: HATE HENINGER nateheningerC�carrilloag.com
MEP ENGINEERS
1 /2" TEMPERED GLAZING
G
DOOR SCHEDULE
HENDERSON ENGINEERS
Jk 42' A.F.F.
FRAME
V
3/4"
SOLID WOOD W/ EASED EDGE
CONTINUOUS 2X FIRE RETARDANT BLOCKING
3-5/8" 20 GA. METAL STUD
FRAMING CONTINUOUS
3-5/5' 20 GA. MTL. STUDS @
PAINTED
DOOR -
DOOR JAMB
5 7/8 ANCHOR
J 1
—
8325 LENEXA DRIVE, SUITE 400
LENEXA, KS 66214
PHONE: (913) 307-5464
FAX: (913) 307-5400
CONTACT: TREVOR JONES trevor.jones@hendersonengineers.com
NONE
SET #1: SALES /TECH ROOM DOOR
142 PAIR BUTTS: HAGER 1279BB 4 jx4 y US26D
16" O.C.. BRACE AS REQUIRED,
5/8" GYP. BD. P-1.
2' 0"
_
N
1 LATCHSET: SCHLAGE D1GS US26D
1 CLOSER: NORTON 8400 US26D COVER
1 WALL STOP: IVES 407 32D
1 PEEP HOLE: 620 IVES
1 SECURITY LOCK (PUNCH KEY TYPE)
LANDLORD
INVESTCORP / ORANGE BRISTOL, LP
280 PARK AVE, 36TH FLOOR
NEW YORK, NY 10017
F 1
WALL TYPES
F3
D ETA I L
F5
D ETAI L
STUDS
1 KICKPLATE
PHONE: (212) 577-1414
CONTACT: HEATHER MUTTERPERL
SET 2: TOILET ROOM DOOR
0
1 y2 PAIR BUTTS: HAGER 1279BB 4i2'x4 y2 US26D
1 PRIVACY LOCKSET: SCHLAGE D40S US26D
3/4" = 1'-U'
1 1/2"=1'-0"
AT GLASS WALL
3" = 1'-0"
HEAD AND JAMB
1 DOOR STOP: HAGER 240F
1 KICKPLATE (PUSH SIDE)
STUD BRACING TO STRUCTURE ABOVE
Lv
EXISTING FRAMING
FIELD VERIFY
2-No.8 x 1-1/2" WD.
SCREWS @ 24' C.C. fA. %� �� 2X6 BLOCKING
� � 'V
AT OC PROVIDE (ALTERNATING)
BRACESCES IN BOTH DIRECTIONS
0
BLOCKING TO ACCOMMODATE
4'-0" WIDE SHELF, TYP.
BLOCKING ELEVATION ® SH-2
SET #3: OFFICE MULTIPURPOSE ROOM DOOR
"
1 y2 PAIR BUTTS: HAGER 1279BB 4%2 xO- US26D
1 LOCKSET: SCHLAGE D70PD US26D
1 DOOR STOP: IVES 240E
1 KICKPLATE
No.10 SMS EA. SIDE BATT INSULATION
FIELD VERIFY
AT STUD TO HORIZ.
TRACK, TYP. 1 1 /2" X 1 1 /2"
18 GA. CLIP
16GA. HORIZ.
GYPSUM BOARD ONLY WHERE SCHEDULED.
L`
® ® Q
CI
SET #4: REAR EXIT DOOR, EXISTING TO REMAIN
ADD PEEP HOLE: 620 IVES
ADD LATCH GUARD
ADD SECURITY BAR: PHOENIX DOUBLE DEFENDER DD-QR-36
o
TRACK FREE TO 16GA. DEEP
MOVE VERT. IN LEG TRACK
DEEP LEG TRACK,
TYP. 25 GA. MTL. STUD,
REFER TO WALL
LEGEND FOR SIZE
(20 GA. MTL. STUD
WHERE INDICATED)
PARALLEL
ALTERNATE ATTACHMENT WHERE FULL
HEIGHT GYPSUM BOARD NOT
INDICATED
BLOCKING ENTIRE WIDTH AND DEPTH OF STOREFRONT. STUDS
CAN LIGHT
SOFFIT PLAN
BLOCKING NOTE:
(TYP).
1. ALL BLOCKING TO BE FIRE RETARDANT PLYWOOD TYP CONTRACTOR IS RESPONSIBLE TO
LOCATE AND INSTALL AS REQUIRED. PROVIDE FIRE RATED PLYWOOD GROUNDS FOR ALL SHELVING
AND WALL MOUNTED ACCESSORIES. NO TOGGLE BOLTS PERMITTED.
2. PROVIDE 3/4' FIRE RATED PLYWOOD BLOCKING AT RED PHONE, COPIER, WORK TOP,
(G.C. TO VERIFY WIDTH AND PROPER APPLICATION)
SET #5: PASSAGE / MULTIPURPOSE ROOM DOOR
142 PAIR BUTTS: HAGER 1279BB 4i'x4 j US26D
2 2"2
1 LATCHSET: SCHLAGE D10S US26D
1 CLOSER: NORTON 8400 US26D COVER
1 DOOR STOP: IVES 240F
1 KICKPLATE
v, _ �-
D 4
DETAIL
1 1 /2" =1'-0"
@ PARTITION HEAD
MANAGER'S DESK AND ABOVE THE NATIONAL MESSAGE,
STAINLESS STEEL 3
SHELF UNIT WALL
MOUNTED @ 60" A.F.F.
WITH HEAVY DUTY
SHELF BRACKET (SH-2)
PROVIDE BLOCKING AS
REQUIRED
KV SUPPORT FINISH:
CHROME
ELECTRICAL OUTLETS
PLANS ®44" A.F.F.
P-LAM COUNTERTOP
WITH 4" HIGH P-LAM
o BACKSPLASH.
i 2'— '
�
Q
D V
BLOCKING DETAIL
D 11
HARDWARE
2X6 BLOCKING
2-No. 8xl-1/2" WD.
SCREWS @ 24" C.C. 16GA. DEEP
LEG TRACK
/ElPER
- - - - - --- - -- - -- - - -
BATT INSULATION
(NOT SHOWN FOR
F CLARITY)
1 1 /2" X 1 1 /2"
18 GA. CLIP No. 10 SMS EA. SIDE
AT STUD TO HORIZ.
TRACK, TYP.
1 3/4' HEAD ABOVE --\ G3
CEILING, CR LAURENCE A-4
HClWH240 (OR EQUAL) ( I
CEILING CLG-1® 10'-0" AFF. ` CEILING CLG-1
® 10'-0" A.F.F.
CORNER OF GYP. BD.
WALL BEYOND I i
1/2" TEMPERED (
GLASS I VIRTUAL QUEUE.
I SINGLE PLASMA
CORNER OF GYP. BD. SCREEN
WALL BEYOND 1 /2" TEMPERED GLASS
_ 6"x24" CUT—OUTS
F3 �
f y v M 4
rJ
1 /4" = 1'-0"
NONE
SCHEDULE
REF
PRODUCT
DESCRIPTION
NOTES
BC
BREAK COUNTER
-
48"L X 25"W X 34"H
CH-1
CHAIR
HERMAN MILLER EN711ASNBUBCBK
-
PLAN CHECK COMMENTS
1 20 /05
CH-3
CUSTOMER CHAIR SOLUTION TABLE
TBD
-
CH-7
STACKABLE CHAIR
LIMRICK LMSGBKBK
-
1
ISSUED FOR PERMIT AND BID
1 7 04
No.
Revisions /Submissions
Date
CFP
COPY PRINTER FAX
—
—
CARRILLO
FC-1
FILE CABINET
HON 500 SERIES 25' 3 DRAWER
—
LF-1
LATERAL FILE
TBD
—
MIC
MICROWAVE 1 CUBIC FOOT
MICROWAVE OVEN WHITE
G.C. TO PURCHASE AND INSTALL 400 ALLOWANCE TOTAL FOR MICROWAVE
m
16GA. HORIZ.
TRACK FREE TO EXISTING
MOVE VERT. IN FRAMING
DEEP LEG TRACK, 25 GA. MTL. STUD,
TYP. REFER TO WALL
LEGEND FOR SIZE
(20 GA. MTL. STUD
PERPENDICULAR WHERE INDICATED)
NOTE:
FASTNERS TO COMPLY WITH
ICBO ER-1639 OR ER-2388
WALL ASSEMBLY STUDS TO COMPLY WITH
U.L. DESIGN No. U465 ICBO ER-4943
CONTINUOUS ALUMINUM
=
BLOCKING AT WALL AS
REQUIRED
�
P-LAM SUPPORT LEGS
AT 4'-0" O.C.o (MAX.)(
N P-LAM END PANEL WHEN
WORK SURFACE DOES
NOT MEET WALL
PROVIDE 2 LEVELING
FEET PER SUPPORT
FIN. FLR.
8" 3"
I
A-4 I �'' PLASTIC LAMINATE
MATCH FIXTURE
34" AFF.
B.O. OPENING
WOOD 2X
PLASTIC LAMINATE
MATCH FIXTURE. —TECH. -
BENCH
BRACE AS REQUIRED
WALL TYPE A. SIM. I _ —_ _
GYP. BD. P-1
z
BASE. SEE FINISH I
`V
FIN. FLR.
A R C H I T E C T U R A L G R O UP I N C
J. Steven Carrillo 11231 Gold Express Dr.
A.I.A. C11.222 suite 103
Gold266-6000A 95670
FAX 266-6006
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED To ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
FINAL EXPRESS OR TOTTEN BE USED FIORION FROM THE CONSTTRUCTION NTILECT, THE SIGNED BY THE ING IS ARCHI ARCHITECT.
REF
UNDER COUNTER REFRIGERATOR
6-8 CU. FT. REFRIGERATOR
AND REFRIGERATOR
S
SAFE 12"W X 48"L X 31"H
BF3416
G.C. TO SECURE SAFE TO FLOOR
SH-2
WALL MOUNT SHELF
—
5'-0" A.F.F. TO LOWEST SHELF
SH-5
SUPPLY SHELF UNIT
—
—
SH-6
LIGHT DUTY SHELF
—
—
SH-7
LIGHT DUTY SHELF
—
—
SH-8
LIGHT DUTY SHELF
Drawing Title
WALL TYPES
SCHEDULES AV DETAILS
T-1
MANAGERS DESK
NATIONAL 10-306OP461
59,5 D X 28' L
T-2
CAFE TABLE
HERMAN MILLER ET102LHFBU
36 DIA.
Q
TB
TECH BENCH
TBDTBD
WS-1
WORK
48'L X 25"W X 34'H
VCR
VCR SECURITY REC. DEVICE
-
Seal
cj�� ARC,S,
- N Cq,�rT
`- `� �� , a ,'�
�
.. d. C11, 2
REN. 9,/5 4�
0
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(drawn
' TCB
Checked
NSH
IT/AN
IT LAN PHONEBCARD
-
NEW 4' X 4' X 3 4" FIRE -RATED PLYWOOD BACKBOARD INSTALLED BY G.C.
-
-
Project No.
04139.66
KIT
FIRST AID
-
PROVIDED BY OWNER INSTALLED BY G.C. @ 36" A.F.F. ADJACENT TO BREAK COUNTER
PS
PLASMA SCREEN
-
-
Date
1-7-05
A!
PARTITION @ ROOF DECK
A4
DETAIL
A6
DETAIL
A8
°
FIXTURE AND FURNITURE SCHEDULE ���
Scale
FULL
@WORK CNTR. & BRK. CNTR.
NTS
TECH BENCH
NONE
Drawing No. A_ n
1
2
3
4
5
6 7
8 9 10
11
12
- __$ % -_ —
2 3
4
5
6 1 7
8 1 9 1 10 1 11
12
NEW SIGNAGE TO BE MANUFACTURED AND INSTALLED BY
SPRINT VENDOR (N.I.C,). VENDOR TO COORDINATE WITH
LANDLORD AND SPRINT NCM FOR EXACT SPECIFICATIONS
OF SIGNAGE. ELECTRICAL CONNECTIONS PROVIDED BY G.C.
1III!II!II!IEW
m■
GENERAL CONTRACTOR TO PROVIDE
ADDRESS NUMERALS ABOVE ENTRY
DOOR PER CENTER STANDARDS AND
LOCAL CODE REQUIREMENTS. (3" HIGH
NUMBERS PLAINLY VISIBLE FROM
OUTSIDE OF THE SUITE.) Al
..IIIIIIIIII.
STOREFRONT ELEVATION (SOUTHWEST)
NO WORK, FOR REFERENCE ONLY
IIIIIIIIIiiiiii0■
0
I
0
o�
RE
1/2" TEMPERED A6
GLASS WALL A-4
CLG-1
CESSED GLASS AT HEAD
PLASMA SCREEN
5-1/2" TEMPERED GLASS WALL
CLG-1 1/2„
�r
CLG-1
»
1/2" 4'-0
BRAND
GRAPHIC
1 2" TEMPERED EQ 1'—C EQ
(BEYON
3"O
CUT—OUT-TYP.
GLASS WALL
%,
P-1 CO EQ EQ
At, -
BEVELED
P-1
CUT OUT.
TECH.
FINISH
BEYOND
( )
__ __._ __ ___ __ _
FLOOR. _ _ -- —_ _- -' -�—
I
VB-1 BEVELED VB-1 "'
M UT OUT.
IP-4
WOOD
VB-1
P_
EQUAL
12'-0"
EQUAL
TECH ROOM (BEYOND)
ELEVATION NOTE — EXTERIOR SIGNAGE NOT IN CONTRACT:
1. ALL SIGNS ARE SUBJECT TO LANDLORD'S WRITTEN APPROVAL ON PREPARED
SHOP DRAWINGS AND SPECIFICATIONS FROM A SIGN MANUFACTURER PRIOR TO
THE SIGN FABRICATION.
2. SIGN SHOP DRAWING SUBMITTAL SHALL INCLUDE AN ELEVATION OF THE
STOREFRONT WITH SIGNAGE COMPLETELY DIMENSIONED AND DRAWN TO A SCALE
OF 1/2" = 1'-0", SECTION THROUGH LETTERS AND ATTACHMENT ASSEMBLY,
AND ALL MATERIALS AND COLORS USED.
3. SUBMIT 2 DRAWINGS TO LANDLORD'S TENANT COORDINATOR FOR REVIEW AND
APPROVAL.
4. ENTIRE STOREFRONT AND FACADE TO BE PRESSURE WASHED CLEAN.
5. DAMAGED NEW FINISH ON EXTERIOR WALLS TO BE REPLACED WITH FINISH TO
MATCH EXISTING. G.C. TO SUBMIT SAMPLE OF NEW AND EXISTING BLOCK FINISH
TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION.
6. NEW SIGNAGE ON PYLON SIGN. SPRINT VENDOR TO COORDINATE WITH LANDLORD
AND SPRINT NCM FOR EXACT SPECIFICATIONS OF SIGNAGE.
FW
NOTE:
GRAPHIC SYMBOLS LEGEND
LOCATED A7/G-3
2—No. 10 SMS
EA. STUD
FASTEN TO EXISTING
CONSTRUCTION PER
CODE
EXISTING EXTERIOR
WALL
2—No. 10 SMS
EA. FLANGE TRACK
FASTEN TO EXISTING
CONSTRUCTION PER
CODE
EXISTING STOREFRONT,
SEE ELEVATIONS.
CONTINUOUS MTL. CHANNEL
RUNNER, TYP,
HORIZONTAL FACE OF GYP. BD.
SOFFIT PAINTED P-3
2—No. 10 SMS
EA.. STUD
FASTEN TO EXISTING
CONSTRUCTION PER
CODE
EXISTING EXTERIOR
WALL
2—No. 10 SMS
EA. FLANGE TRACK
FASTEN TO EXISTING
CONSTRUCTION PER
CODE
EXISTING STOREFRONT,
SEE ELEVATIONS.
CONTINUOUS MTL. CHANNEL
RUNNER, TYP.
HORIZONTAL FACE OF GYP. BD.
SOFFIT PAINTED P-3
PARALLEL TO ROOF STRUCTURE
HANGER NOT TO BE
SPACED GREATER
THAN 54" O.C.
3-5/8" 24 GA. MTL.
STUD KICKER 0 45' O.C.
3-5/8' 20 GA. MTL.
STUD ® 24' O.C.
5/8" GYP. BD. TO
6" ABOVE CEILING
+10'-0" A.F.F.
3—No. 10 SMS 0
EA. STUD, TYP.
STOREFRONT
HEIGHT Jk
FIELD VERIFY
TYP.
OVER
IRDANT
'E DEPTH
AND LENGHT OF SOFFIT
HANGER NOT TO BE
SPACED GREATER
THAN 54" O.C.
3-5/5' 24 GA, MTL,
STUD KICKER ® 48" O.C.
3-5/8" 20 GA. MTL.
STUD @ 24" O.C.
5/8" GYP. BD. TO
6" ABOVE CEILING
+10'-0" A.F.F.
qV
3—No. 10 SMS
EA. STU D, TYP.
STOREFRONT
HEIGHT
+8'-0" A.F.F
FIELD VERIFY
TYP.
OVER
�RDANT
".,,,ZE DEPTH ,
AND LENGHT OF SOFFIT
-A&L.I.SP114put
mr
1446 SANTA A A, CA
SOUTH COAST PLAZA
3611 SOUTH BRISTOL ST.
SUITE B
SANTA ANA, CA 92704
PROJECT TEAM
OWNER'S PROJECT MANAGER
TRAMMELL CROW
SPRINT PCS PROJECT MANAGER
6100 SPRINT PARKWAY
Mailstop: KSOPHKO410-4A554
OVERLAND PARK, KS 66251
PHONE; (913) 315-5110
CONTACT: RON GERARD ron.d.gerard®moil.sprint.com
ARCHITECT
CARRILLO ARCHITECTURAL GROUP, INC.
11231 GOLD EXPRESS DR., SUITE 103
GOLD RIVER, CA 95670
PHONE: (916) 266-6000
FAX: (916) 266-6006
CONTACT: NATE HENINGER nateheninger®carrilloog.com
MEP ENGINEERS
HENDERSON ENGINEERS
8325 LENEXA DRIVE, SUITE 400
LENEXA, KS 66214
PHONE: (913) 307-5464
FAX: (913) 307-5400
CONTACT: TREVOR JONES trevor.jones@hendersonengineers.com
LANDLORD
INVESTCORP / ORANGE BRISTOL, LP
280 PARK AVE, 36TH FLOOR
NEW YORK, NY 10017
PHONE: (212) 577-1414
CONTACT: HEATHER MUTTERPERL
/�
PLAN CHECK COMMENTS
1 /20/05
(1
ISSUED FOR PERMIT AND BID
1 /7/04
No.
Revisions / Submissions
Date
CARRILL®
ARCHITECTURALGROUPINC
J. Steven Carrillo 11231 Gold Express Dr.
A.I.A. C11,222 Suite 103
Gold River, CA 95670
916 266-6000
FAX 266-6006
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED,
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER,
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED
-
HEREBY
RIGHTS IN
BE REPRODUCED,
NOR ARE THEY
OBTAINING THE
DRAWING IS NOT
BY THE ARCHITECT,
Drawing Title
PERPENDICULAR TO ROOF STRUCTURE ELEVATIONS
NOTE: NOTE: - AND SECTIONS
FASTNERS TO COMPLY WITH 1. 2' X 2' METAL ACCESS PANEL, REFER TO REFLECTED raven Seal Checked
ICBO ER-1639 OR ER-2388 CEILING PLAN A-3 FOR LOCATION AND DIMINSIONS. ff ARC, TCB NSH
STUDS TO COMPLY WITH 2. INSTALL NEW SOFFIT AT TOP OF EXISTING STOREFRONT S
ICBO ER-4943. SYSTEM. 770
Cq�, rT Project No.
04139.66
c
� � r
b ID
14
Date
AlNOTE• NOTE• �,... 1-7-05
AI INTERIOR ELEVATION GRAPHIC SYMBOLS LEGEND A8 SOFFIT SECTION GRAPHIC SYMBOLS LEGEND to `C 1 1 - 2 `q Scale
LOCATED A7/G-3 LOCATED A7/G-3 y r REN. 05 4� FULL
4" —1 ,—O" �� — ,— " ��F(�P.�-`�® Drawing No.
1/ GLASS WALE AT BACK OF SALES 101 1 1 o A-5
1 1 2 1 3 4 1 5 6 7 8 9 10 1 11 12
2
3
4
5
6
7
Fro
12
E
IU
[nI
11111—mi
I U
IQ
2
3
EDULE
EXTERIOR
_D
D OF
ETE SLAB
UNDERCARPET POWER LINES UNDERCARPET COMMUNICATION LINES
I 1 T _. __! � �._ T i
I '
EQ. EQ, � EQ. I i
I C�f I ALL TURNS TO BE I II I --�— ALL TURNS TO BE MADE
II I I MADE AT 90' I \\ \ I AT 90' WITH 10" MIN.
RADIUS
i EQ. II EQ. I I i i EQ. II EQ. ! !
LINE OF CARPET TILE LINE OF CARPET TILE
36" X 36" TYPICAL. 36" X 36" TYPICAL.
MANUFACTURER: AMP CONNECT — UL #373212; FCC FITTING #373213
NOTE: REFER TO MANUFACTURER SPECIFICATIONS FOR ADDITIONAL INFORMATION.
NOTE:
1. SEE UNDERCARPET DIMENSION PLAN ON ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION. G.C. IS RESPONSIBLE FOR ALL COORDINATION
OF UNDERCARPET WIRING AND CARPET TILE.
NO RAISED CARPET TILE SEAMS WILL BE ACCEPTED.
NOTE: GENERAL CONTRACTOR
INSTALL WEATHER HEAD AS +
AS POSSIBLE TO I.T, EQUIPM
RACK. COORDINATE EXACT
LOCATION AS REQUIRED IN F
TO AVOID ANY EXISTING ROO
TOP ITEMS.
1" WEATHER HEAD
1" RIGID GALV. CONDUIT
PITCH POCKET OR FLASHING
COMPATABLE WITH ROOF
EXISTING ROOFING
EXISTING ROOF DECK
EXISTING STRUCTURE
1" X 1" UNISTRUT SUPPORT
STEEL STRAP OR 1/4" ALL
THREAD KICKERS TO UNISTRUT
4 PLACES TYPICAL
1" CLAMP
NYLON BUSHING
LOW VOLTAGE BY DMX MUSIC
No, 12 GA. VERTICAL
HANGER WIRE @
48" O.C.
No. 12 GA. SPLAY
WIRE (4) BRACING
IN PLAN OF EA. RUNNER.
VERTICAL ANGLE=45
DEGREES
DSS TEE @ 24" O.C.
MAIN RUNNER @48" O.C.
6'-0" MAX.
G9 BRACING
Nrs SEISMIC BRACING
NTS
SEISMIC BRACING POINTS SHALL BE
AT 12'-0" O.C. IN BOTH DIRECTIONS
WITH THE FIRST POINT NO MORE
THAN 6'-0" FROM EACH WALL.
LAG BOLT (TYP.)
BLOCKING
(E) FRAMING
ANGLE 1-1/2" X
1-1/2' X 18 GA.
1 /4" DIA. BOLT TOP
BOTTOM, SPLIT EMT
, , FER TO
COMPRESSION POST SCHEDULE.
EXTENDED TUBE SHALL BE TIGHT TO
CEILING AND ROOF STRUCTURE.
TUBES SHALL OVERLAP 4" MIN. IN
FULLY EXTENDED POSITION.
G 11 DETAIL
NTs POST CONNECTION
No, 12 GA. VERTICAL
HANGER @ 48" O.C.
HOLD—DOWN CLIP
MAIN RUNNER OR
CROSS RUNNERS
ATTACHED TO WALL
ACOUSTICAL PANEL
LAY —IN CEILING
EDGE TRIM
NOTE:
GRAPHIC SYMBOLS LEGEND
LOCATED A7/G-3
NO. 12 VERTICAL WIRE HANGER *LEVEL CEILING
GRID PRIOR TO SETTING TUBE
EXISTING UNDERSIDE OF FLOOR OR ROOF
STRUCTURE ABOVE
MEMBER "a"
NO. 12 GA. SPLAY WIRE (4) BRACING IN PLANE *OF
EA. RUNNER. VERTICAL ANGLE=45 DEGREES
MEMBER "b"
DRILL 3/32" HOLE AND INSTALL 1/8" BOLT & LOCKING NUT
EMT SLEEVE.REFER TO COMPRESSION POST SCHEDULE.
EXTENDED TUBE SHALL BE TIGHT TO CEILING AND ROOF
STRUCTURE. TUBES SHALL OVERLAP 4' MIN. IN FULLY
EXTENDED POSITION
Z. CROSS TEE ® 24" O.C.
COMPRESSION POST SCHEDULE
MAX. LENGTH
MEMBER "a"
MEMBER "b"
4'-0"
1 /2" 0 EMT
3/4" 0 EMT
5'-2"
3/4" 0 EMT
1" 0 EMT
6'-6"
1" 0 EMT
1-1/4!' 0 EMT
8'-6"
1-1/4' 0 EMT
1-1/2" 0 EMT
9'-10"
1-1/2" 0 EMT
2" 0 EMT
12'-7"
2" 0 EMT
2-1/2" 0 EMT
A5 DETAIL GRAPHIC SYMBOLS LEGEND A9 COMPRESSION STRUT
LOCATED A7/G-3
3/4' = l'—Y' WEATHERHEAD FOR SATELLITE DISH CONNECTION NTs
4 5 I 6 7 8 9 10
_NOTE:
GRAPHIC SYMBOLS LEGEND
LOCATED A7/G-3
12
SP-14mt
1446 SANTA ANA, CA
SOUTH COAST PLAZA
3611 SOUTH BRISTOL ST.
SUITE B
SANTA ANA, CA 92704
PROJECT TEAM
OWNER'S PROJECT MANAGER
TRAMMELL CROW
SPRINT PCS PROJECT MANAGER
6100 SPRINT PARKWAY
Mailstop: KSOPHKO410-4A554
OVERLAND PARK, KS 66251
PHONE; (913) 315-5110
CONTACT: RON GERARD ron,d.gerard@mail.sprint.com
ARCHITECT
CARRILLO ARCHITECTURAL GROUP, INC.
11231 GOLD EXPRESS DR., SUITE 103
GOLD RIVER, CA 95670
PHONE: (916) 266-6000
FAX: (916) 266-6006
CONTACT: NATE HENINGER noteheninger®carrilloag.com
MEP ENGINEERS
HENDERSON ENGINEERS
8325 LENEXA DRIVE, SUITE 400
LENEXA, KS 66214
PHONE: (913) 307-5464
FAX: (913) 307-5400
CONTACT: TREVOR JONES trevor.jones@hendersonengineers.com
LANDLORD
INVESTCORP / ORANGE BRISTOL, LP
280 PARK AVE, 36TH FLOOR
NEW YORK, NY 10017
PHONE: (212) 577-1414
CONTACT: HEATHER MUTTERPERL
/1\ PLAN CHECK COMMENTS 1 /20/05
0 ISSUED FOR PERMIT AND BID 1 /7/04
No. Revisions / Submissions Date
CARRILLO
ARCHITECTURALGROUPINC
J. Steven Carrillo 11231 Gold Express Dr,
A.I.A. C11.222 Suite 103 x
Gold River, CA 95670
916 266-6000
FAX 266-6006
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE DRAWING IS NOT
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT.
Drawing Title
DETAILS
Seal '' rown Checked
R TCB NSH
CA fA Project No.
04139.66
f O Date
/9 1-7-05
No: C1 t�,222 `Q Scale
y REN.0105+ �� FULL
®F Ct`�o Drawing No.
A— 6
1
2
3
4 5
6
7
8 9
10
11
12
I*
GENERAL CONSTRUCTION NOTES
PART 2 - EXISTING CONDITIONS NOTES
SECTION 01100 -SUMMARY
SECTION 01600 •- PRODUCT REQUIREMENTS
PART 1 - GENERAL NOTES
2.1 PROTECT FINISH MATERIALS AND EXISTING EQUIPMENT IN OR ADJACENT TO AREAS OF WORK. REPAIR OR REPLACE
PART 1 - GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
-A&. _M1111111,911ilk-da
spfin t
FINISHES AND EQUIPMENT DAMAGED DURING CONSTRUCTION.
A. THE WORK CONSISTS OF THE FOLLOWING:
A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SELECTION OF PRODUCTS FOR USE IN
4vr
1.1 ALL WORK SHALL CONFORM WITH THE APPLICABLE BUILDING CODES, REGULATIONS, OCCUPANCY PERMITS AND
2.2 WHERE WALLS, CEILINGS OR FLOORS ARE PATCHED, EXTENDED OR REPAIRED, MATCH EXISTING MATERIAL, SIZE,
1, THE WORK INCLUDES DEMOLITION AND REMODELING OF A LEASED FACILITY (THE PROJECT SITE). THE
PROJECT; PRODUCT DELIVERY, STORAGE, AND HANDLING; MANUFACTURERS' STANDARD WARRANTIES ON PRODUCTS; SPECIAL
ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY
PATTERN, TEXTURE & COLOR UNLESS INDICATED OTHERWISE.
CONTRACTOR SHALL PERFORM ALL WORK REQUIRED FOR COMPLETION OF THE PROJECT.
WARRANTIES; PRODUCT SUBSTITUTIONS; AND COMPARABLE PRODUCTS.
BEARING ON THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL APPLY FOR, OBTAIN AND PAY FOR ALL
2.3 PROTECT ALL EXISTING CONDITIONS TO REMAIN. ALL CONSTRUCTION/CONDITION WHICH IS DAMAGED DUE TO
1.2 WORK UNDER OTHER CONTRACTS
1.2 DEFINITIONS
1 4 6 S A A A A A
R. SHALL BE PATCHED TO MATCH ADJACENT CONSTRUCTION.
A. GENERAL: COOPERATE FULLY WITH SEPARATE CONTRACTORS SO WORK ON THOSE CONTRACTS MAY BE CARRIED OUT
A. PRODUCTS: ITEMS PURCHASED FOR INCORPORATING INTO THE WORK, WHETHER PURCHASED FOR PROJECT OR TAKEN FROM
I tl�t
I
THE EVENT OF A CONFLICT BETWEEN THE CONSTRUCTION DOCUMENTS AND AN APPLICABLE CODE, CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE TENANT AND THE ARCHITECT FOR DIRECTION AND RESOLUTION, FAILURE TO NOTIFIY
2A IF NECESSARY TO ACHIEVE HOMOGENEOUS FINISH, REFINISH/REPLACE FINISH MATERIALS TO FIRST NATURAL EDGE OR
SMOOTHLY, WITHOUT INTERFERING WITH OR DELAYING WORK UNDER THIS CONTRACT. COORDINATE THE WORK OF THIS
PREVIOUSLY PURCHASED STOCK. THE TERM "PRODUCT" INCLUDES THE TERMS "MATERIAL," "EQUIPMENT," "SYSTEM," AND
/� c
SOUTH C COAST T PLAZA
CONTRACT WITH WORK PERFORMED UNDER SEPARATE CONTRACTS,
TERMS OF SIMILAR INTENT.
EITHER OF THESE PARTIES PRIOR TO COMMENCEMENT OF THE WORK, SHALL MAKE THE CONTRACTOR RESPONSIBLE
CORNER. CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN & PROTECT EXISTING SYSTEMS AND FINISHES WHICH
1.3 USE OF PREMISES
1. NAMED PRODUCTS: ITEMS IDENTIFIED BY MANUFACTURER'S PRODUCT NAME, INCLUDING MAKE OR MODEL NUMBER OR
FOR ANY CORRECTIVE MEASURES NEEDED TO BRING THE PROBLEM INTO PROPER CONFORMANCE, WITHOUT
ARE TO REMAIN. ANY DAMAGES TO SUCH SYSTEMS & FINISHES SHALL BE IMMEDIATELY REPAIRED IN A MANNER
A. GENERAL: CONTRACTOR SHALL HAVE FULL USE OF PREMISES FOR CONSTRUCTION OPERATIONS INCLUDING USE OF
OTHER DESIGNATION SHOWN OR LISTED IN MANUFACTURER'S PUBLISHED PRODUCTLITERATURE,T
THAT IS CURRENT AS
361 SOUTH BRISTOL ST.
ADDITIONAL COSTS OR CHARGES TO THE TENANT OR THE ARCHITECT. PROVIDE COPIES OF ALL TRANSACTIONS TO
TENANT.
ACCEPTABLE TO THE NCM. IF SATISFACTORY REPAIRS CANNOT BE MADE, CONTRACTOR SHALL REPLACE SYSTEMSJECT
AND FINISHES WITH LIKE NEW QUALITY CONSTRUCTION ACCEPTABLE TO THE NCM. ALL REPAIRS AND REPLACEMENT
EWORK DURLN S USE FO FPROJECTEMISES S LIMITED ONLY BY OWNER'S RIGHT
RCONTRACTORS CONR
DATE OF TPRODHE UUCT:
SUITE B
TOOPERFORM R TO RETANCONSTRUCTIOTHER PORTIONS
2 COMPARABLEOF
PRODUCTITH T IS DEMONSTRATED AND APPROVED THROUGH SUBMITTAL PROCESS, OR WHERE
1.2 CONTRACTOR SHALL PROVIDE & MAINTAIN A RECLINED AS -BUILT CONSTRUCTION DOCUMENT SET AT THE SITE.
COSTS SHALL BE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. WHERE WALLS, EQUIPMENT OR OTHER
COMPONENTS ARE REMOVED, PATCH AND REPAIR REMAINING SURFACES TO MATCH ADJACENT.
1.4 OWNER'S OCCUPANCY REQUIREMENTS
INDICATED AS A PRODUCT SUBSTITUTION, TO HAVE THE INDICATED QUALITIES RELATED TO TYPE, FUNCTION, DIMENSION,
SANTA ANA, CA 92704
1.3 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR, AND HAVE CONTROL OVER, ALL CONSTRUCTION MEANS,
A. OWNER OCCUPANCY OF COMPLETED AREAS OF CONSTRUCTION: OWNER RESERVES THE RIGHT TO OCCUPY AND TO
PLACE AND INSTALL
IN-SERVICE PERFORMANCE, PHYSICAL PROPERTIES, APPEARANCE, AND OTHER CHARACTERISTICS THAT EQUAL OR
TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS IF THE WORK REQUIRED BY THE
2.5 ANY EXISTING BASE BUILDING WINDOW MULLION SYSTEM DAMAGED DURING DEMOLITION TO BE PATCHED AND
EQUIPMENT IN COMPLETED AREAS OF BUILDING, BEFORE SUBSTANTIAL COMPLETION, PROVIDED SUCH
EXCEED THOSE OF SPECIFIED PRODUCT.
CONTRACT DOCUMENTS.
REPAIRED TO ORIGINAL CONDITION.
OCCUPANCY DOES NOT INTERFERE WITH COMPLETION OF THE WORK. SUCH PLACEMENT OF EQUIPMENT AND PARTIAL
B. SUBSTITUTIONS: CHANGES IN PRODUCTS, MATERIALS, EQUIPMENT, AND METHODS OF CONSTRUCTION FROM THOSE REQUIRED
PROJECT TEAM
2.6 WHERE DIRECTED BY TENANT OR OWNER, PROVIDE TEMPORARY BARRICADES OR OTHER FORMS OF PROTECTION SUCH
OCCUPANCY SHALL NOT CONSTITUTE ACCEPTANCE OF THE TOTAL WORK.
BY THE CONTRACT DOCUMENTS AND PROPOSED BY CONTRACTOR.
OWNER'S PROJECT MANAGER
1.4 NO EQUIPMENT, MATERIALS, OR VEHICLES ARE TO BE STORED OR PARKED ON AREAS NOT WITHIN THE AREAS
AS A DUST PROOF PARTITIONS TO ISOLATE AREAS OF NOISE OR DIRT GENERATED BY CONSTRUCTION. DUST PROOF
1.3 SUBMITTALS
INDICATED AS BEING DEMOLISHED ON THE DRAWINGS. IF AREAS ARE DISTRUBED OR DAMAGED, THE CONTRACTOR IS
PARTITIONS MAY BE ANY COMBINATION OF WOOD STUDS, POLYETHYLENE, PLYWOOD & GYPSUM BOARD AS REQUIRED
SECTION 01330 -SUBMITTAL PROCEDURES
A. SUBSTITUTION REQUESTS: SUBMIT THREE COPIES OF EACH REQUEST FOR CONSIDERATION. IDENTIFY PRODUCT OR
TRAMMELL CROW
RESPONSIBLE FOR REPLACEMENT AT CONTRACTORS EXPENSE.
TO PROTECT THE PUBLIC, OWNER'S PERSONNEL AND EQUIPMENT REMAINING FROM CONSTRUCTION ACTIVITY IN
PART 1 - GENERAL
FABRICATION OR INSTALLATION METHOD TO BE REPLACED. INCLUDE SPECIFICATION SECTION NUMBER AND TITLE AND
1.5 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION PERSONNEL AND AUTHORIZED
CONSTRUCTION AREA.
1.1 SUMMARY
DRAWING NUMBERS AND TITLES.
VISITORS.
A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR SUBMITTING SHOP DRAWINGS, PRODUCT
B. COMPARABLE PRODUCT REQUESTS: SUBMIT THREE COPIES OF EACH REQUEST FOR CONSIDERATION. IDENTIFY PRODUCT OR
SPRINT PCS PROJECT MANAGER
=
2.7 THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE NCM AND THE BASE BUILDING
DATA, SAMPLES, AND OTHER SUBMITTALS.
FABRICATION OR INSTALLATION METHOD TO BE REPLACED. INCLUDE SPECIFICATION SECTION NUMBER AND TITLE AND
6100 SPRINT PARKWAY
1.6 SCOPE OF WORK OF ALL TRADES IS TO INCLUDE ALL MATERIALS AND LABOR AS REQUIRED TO TOTALLY COMPLETE
THE PROJECT FROM INTERFACE WITH EXISTING CONSTRUCTION CONFIGURATION INDICATED
OWNER. THE WORK OF ALL TRADES AND VENDORS IS TO BE COORDINATED BY THE GENERAL CONTRACTOR.
1.2 DEFINITIONS
DRAWING NUMBERS AND TITLES.
Mailstop: KSOPHKO410-4A554
THROUGH AS IN THE
CONSTRUCTION DOCUMENTS. ALL WORK SHALL BE COMPLETE AND FUNCTIONAL, CONSISTENT WITH THE DESIGN
2.8 THE OWNER WILL MAINTAIN DAILY OPERATIONS OF THE FACILITY DURING CONSTRUCTION. THE CONTRACTOR WILL
A. ACTION SUBMITTALS: WRITTEN AND GRAPHIC INFORMATION THAT REQUIRES ARCHITECT'S RESPONSIVE ACTION.
1.4 QUALITY ASSURANCE
A. COMPATIBILITY OF OPTIONS: IF CONTRACTOR IS GIVEN OPTION OF SELECTING BETWEEN TWO OR MORE PRODUCTS FOR USE
OVERLAND PARK KS 66251
INTENT AS EXPRESSED IN THSE DOCUMENTS, WHETHER SPECIFICALLY ADDRESSED IN THESE DOCUMENTS OR NOT.
COORDINATE WORK AFFECTING DAILY OPERATIONS W/OWNER'S REPRESENTATIVE. AT NO TIME IS THE CONTRACTOR'S
B. INFORMATIONAL SUBMITTALS: WRITTEN INFORMATION THAT DOES NOT REQUIRE ARCHITECT'S RESPONSIVE ACTION.
SUBMITTALS MAY BE REJECTED FOR NOT COMPLYING WITH REQUIREMENTS.
ON PROJECT, PRODUCT SELECTED SHALL BE COMPATIBLE WITH PRODUCTS PREVIOUSLY SELECTED, EVEN IF PREVIOUSLY
PHONE; (913) 315-5110
ANY QUESTIONS CONCERNING THE COMPLETENESS OF THE WORK SHALL BE ADDRESSED TO THE NCM.
ACTIVITY TO PREVENT DAILY OPERATIONS OF FACILITY.
1.3 SUBMITTAL PROCEDURES
PRODUCTS WERE SELECTED PRODUALSO OPTIONS.
CONTACT: RON GERARD ron.d.gerard0mail. sprint. com
1.7 ALL WORK SHALL BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. ALL REFERENCES TO
2.9 CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO MINIMIZE DISRUPTION OF EXISTING BUILDING FUNCTIONS
A. COORDINATION: COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF CONSTRUCTION
1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING
THE "CONTRACTOR" INCLUDE THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS.
DURING CONSTRUCTION. ANY MAJOR DISRUPTIVE WORK SHOULD BE DONE AFTER BUSINESS HOURS. COORDINATE
ACTIVITIES.
A. DELIVER, STORE, AND HANDLE PRODUCTS USING MEANS AND METHODS THAT WILL PREVENT DAMAGE, DETERIORATION, AND
1.8 THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF WORKING DRAWINGS
WITH BUILDING OWNER AND NCM. DISRUPTIONS INCLUDE BUT ARE NOT LIMITED TO EXCESSIVE NOISE.
1. COORDINATE EACH SUBMITTAL WITH FABRICATION, PURCHASING, TESTING, DELIVERY, OTHER SUBMITTALS, AND
LOSS, INCLUDING THEFT. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
ARCHITECT
COORDINATION OF THEIR WORK AND DESCRIPTION OF SCOPE. THE GENERAL CONTRACTOR SHALL ASSUME FULL
2.10 IT IS THE INTENT OF THE DRAWINGS THAT EXISTING CONSTRUCTION TAKE PRECEDENCE OVER THE DIMENSIONED
RELATED ACTIVITIES THAT REQUIRE SEQUENTIAL ACTIVITY.
B. DELIVERY AND HANDLING:
CARRILLO ARCHITECTURAL GROUP, INC.ANDLING
RESPONSIBILITY FOR COORDINATION OF THE WORK WHEN COMPLETE SETS ARE NOT MADE AVAILABLE TO
PLANS. EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE OWNER'S RECORD
B. PROCESSING TIME: ALLOW ENOUGH TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR RESUBMITTALS, AS FOLLOWS.
1. SCHEDULE DELIVERY TO MINIMIZE LONG - TERM STORAGE AT PROJECT SITE AND TO PREVENT OVERCROWDING OF
SUBCONTRACTORS.
DOCUMENTS AND FIELD MEASUREMENTS IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ACTUAL
TIME FOR REVIEW SHALL COMMENCE ON ARCHITECT'S RECEIPT OF SUBMITTAL. NO EXTENSION OF THE CONTRACT TIME
CONSTRUCTION SPACES.
11231 GOLD EXPRESS DR., SUITE 103
1.9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES,
DIMENSIONS AND CONDITIONS. WHERE ACTUAL CONDITIONS OR DIMENSIONS VARY FROM THOSE SHOWN, CONTRACTOR
WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALS ENOUGH IN ADVANCE OF THE WORK TO PERMIT
2. COORDINATE DELIVERY WITH INSTALLATION TIME TO ENSURE MINIMUM HOLDING TIME FOR ITEMS THAT ARE FLAMMABLE,
HAZARDOUS, EASILY DAMAGED, OR SENSITIVE TO DETERIORATION, THEFT, AND OTHER LOSSES.
GOLD RIVER CA 95670
SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK
SHALL RECORD DIFFERENCES PRIOR TO PROCEEDING WITH CONSTRUCTION AND NOTIFY NCM OF DISCREPANCIES
WITHIN 24 HOURS. THESE RECORDS WILL BE USED TO DETERMINE ADJUSTMENTS TO THE CONTRACT.
PROCESSING, INCLUDING RESUBMITTALS.
1. INITIAL REVIEW: ALLOW [5] FIVE DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL. ALLOW ADDITIONAL TIME IF
.
3DELIVER PRODUCTS TO PROJECT SITE IN AN UNDAMAGED CONDITION IN MANUFACTURERS ORIGINAL SEALED CONTAINER
PHONE: (916) 266- 6000
UNDER A CONTRACT WITH THE CONTRACTOR.
COORDINATION WITH SUBSEQUENT SUBMITTALS IS REQUIRED. ARCHITECT WILL ADVISE CONTRACTOR WHEN A
OR OTHER PACKAGING SYSTEM, COMPLETE WITH LABELS AND INSTRUCTIONS FOR HANDLING, STORING, UNPACKING,
FAX: 916 266-6006
( )
1.10 CONTRACTOR SHALL NOT MAKE, CAUSED TO BE MADE, OR PERMIT A SUBCONTRACTOR TO MAKE ANY CHANGE TO
2.11 ALL EXISTING LIFE -SAFETY SYSTEMS ALARMS, EMERGENCY LIGHTING, FIRE PROTECTION, ETC.
( ) SHALL REMAIN IN
SUBMITTAL BEING PROCESSED MUST BE DELAYED FOR COORDINATION.
PROTECTING, AND INSTALLING.
CONTACT: HATE HENINGER natehenin er®carrilloa com
9 g'
C-DOPERATION
WHAT IS SPECIFIED ON THE PLAN WITHOUT SPECIFIC AUTHORIZATION OF THE NCM.
TO THE MAXIMUM EXTENT POSSIBLE. ALL FIRE PROTECTION SYSTEMS SHALL BE OPERATIONAL DURING
2. RESUBMITTAL REVIEW: ALLOW [5] FIVE DAYS FOR REVIEW OF EACH RESUBMITTAL.
4. INSPECT PRODUCTS ON DELIVERY TO ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND TO ENSURE THAT
1.11 THE ARCHITECT IS NOT RESPONSIBLE FOR ERRORS, OMISSIONS OR DELAYS BY THE CONTRACTOR.
ALL NON -CONSTRUCTION TIMES. MAINTAIN ALL EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND LIFE SAFETY
SYSTEMS IN WORKING ORDER.
C. IDENTIFICATION: PLACE A PERMANENT LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION.
PRODUCTS ARE UNDAMAGED AND PROPERLY PROTECTED.
C. STORAGE:
MEP ENGINEERS
1.12 CONTRACTOR SHALL COORDINATE SCHEDULING, PROVISIONS FOR INSTALLATION, LOCATIONS AND THE ACTUAL
1. INDICATE NAME OF FIRM OR ENTITY THAT PREPARED EACH SUBMITTAL ON LABEL OR TITLE BLOCK.
2PROVIDE A SPACE ON LABEL OR BESIDE TITLE BLOCK TO RECORD CONTRACTOR'S REVIEW AND APPROVAL
1. STORE PRODUCTS TO ALLOW FOR INSPECTION AND MEASUREMENT OF QUANTITY OR COUNTING OF UNITS.
HENDERSON ENGINEERS.
INSTALLATION OF ITEMS FURNISHED BY TENANT OR BY OTHERS.
MARKINGS AND ACTION TAKEN BY ARCHITECT.
2, STORE PRODUCTS THAT ARE SUBJECT TO DAMAGE BY THE ELEMENTS, UNDER COVER IN A WFATHERTIGHT ENCLOSURE
1.13 OTHER CONTRACTORS AND THEIR SUBCONTRACTORS MAY BE WORKING ON THE PREMISES SIMULTANEOUS WITH THE
ART 3 - MILLWORK NOTES
3. INCLUDE THE FOLLOWING INFORMATION ON LABEL FOR PROCESSING AND RECORDING ACTION TAKEN:
ABOVE GROUND, WITH VENTILATION ADEQUATE TO PREVENT CONDENSATION.
3. STORE CEMENTITIOUS PRODUCTS AND MATERIALS ON ELEVATED PLATFORMS.
8325 LENEXA DRIVE, SUITE 400
DURATION OF THE CONTRACT. NO ACTION SHALL BE TAKEN ON THE PART OF THIS CONTRACTOR ON THE PREMISES,
3.1 NOTE THAT THE METHOD OF MANUFACTURING, FABRICATING AND INSTALLING ALL MILLWORK AND EQUIPMENT AND ITS
A. PROJECT NAME.
4. COMPLY WITH PRODUCT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TEMPERATURE, HUMIDITY, VENTILATION, AND
LENEXA, KS 66214
UNION OR NON -UNION.
1.14 COOPERATE WITH ALL TRADES ON THE PROJECT NOT UNDER CONTRACT TO THE GENERAL CONTRACTOR (I.E.
STRUCTURAL COMPONENTS DEFINED IN THE CONTRACT DOCUMENTS ITS REPRESENTATIVE AND INDICATES DESIGN
INTENT ONLY. IF THE MATERIALS, DETAILS OR DIMENSIONAL PROPERTIES ARE AT VARIANCE WITH THE GC'S OR
MANUFACTURER'S RECOMMENDATIONS, ALTERNATE DETAILS WILL BE CONSIDERED FOR REVIEW BY THE NCM WHEN
B. DATE.
C. NAME AND ADDRESS OF ARCHITECT.
D. NAME AND ADDRESS OF CONTRACTOR.
WEATHER -PROTECTION REQUIREMENTS FOR STORAGE.
5. PROTECT STORED PRODUCTS FROM DAMAGE AND LIQUIDS FROM FREEZING.
PHONE: (913) 307-5464
FAX: (913) 307-5400
TELEPHONE, COMPUTER INSTALLERS, ETC.). ANY CHANGES OR DELAYS ARISING FROM CONFLICTS BETWEEN SUCH
SHOP DRAWINGS ARE SUBMITTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. IT SHALL BE THE
E. NAME AND ADDRESS OF SUBCONTRACTOR.
1.6 PRODUCT WARRANTIES
CONTACT: TREVOR JONES trevor.Jones®hendersonengineers.com
TRADES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE TENANT.
RESPONSIILITY OF THE GC TO GUARANTEE THAT THE MILLWORK AND EQUIPMENT WILL HAVE PROPER SUPPORT,
F. NAME AND ADDRESS OF SUPPLIER.
A. WARRANTIES SPECIFIED IN OTHER SECTIONS SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHER WARRANTIES
1.15 DO NOT SCALE DRAWINGS, FOLLOW WRITTEN DIMENSIONS OR KEYED NOTES ONLY, CONTACT NCM IMMEDIATELY FOR
STABILITY, AND FAULT -FREE PERFORMANCE. ALTERNATE RECOMMENDATIONS FOR MAJOR DESIGN CHANGES WILL
G. NAME OF MANUFACTURER.
REQUIRED BY THE CONTRACT DOCUMENTS, MANUFACTURER'S DISCLAIMERS AND LIMITATIONS ON PRODUCT WARRANTIES DO
NOT RELIEVE CONTRACTOR OF OBLIGATIONS UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS.
LANDLORD
CLARIFICATION IF REQUIRED. VERIFY DIMENSIONS IN THE FIELD. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE
NOT BE CONSIDERED.
H. SUBMITTAL NUMBER OR OTHER UNIQUE IDENTIFIER, INCLUDING REVISION IDENTIFIER.
INVESTCORP / ORANGE
DETAILS.
3.2 PROVIDE BLOCKING IN GYPSUM BOARD PARTITIONS FOR ANY WALL -MOUNTED ARCHITECTURAL WOODWORK, FINISH
I. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION.
SECTION 01700 - EXECUTION REQUIREMENTS
BRISTOL, LP
1.16 ALL WALL DIMENSIONS ARE AS FOLLOWS UNLESS NOTED OTHERWISE:
CARPENTRY, FURNITURE, EQUIPMENT, ETC. ALL BLOCKING SHALL BE FIRE RETARDANT TREATED WOOD.
J. AS APPROPRIATE DRAWING NUMBER AND DETAIL REFERENCES, .
K. LOCATIONS) WHERE PRODUCT IS TO BE INSTALLED, AS APPROPRIATE.
PART 1 -GENERAL
280 PARK AVE, 36TH FLOOR
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A. FINISHED FACE OF PARTITION / WALL.
3.3 THE MILLWORK CONTRACTOR SHALL OBTAIN AND VERIFY ALL FIELD MEASUREMENTS AND SHALL BE RESPONSIBLE FOR
L. OTHER NECESSARY IDENTIFICATION.
1.1 SUMMARY
A. THIS SECTION INCLUDES GENERAL PROCEDURAL REQUIREMENTS GOVERNING EXECUTION OF THE WORK INCLUDING, BUT NOT
NEW YORK, NY 10017
B. CENTER LINE OF WALL EQUALS CENTER LINE OF MULLION.
ALL DETAILS AND DIMENSIONS ASSURING PRECISION AND PROPER ASSEMBLY OF HIS PRODUCTS. ANY VARIANCE
D. DEVIATIONS: HIGHLIGHT, ENCIRCLE, OR OTHERWISE SPECIFICALLY IDENTIFY DEVIATIONS FROM THE CONTRACT DOCUMENTS
LIMITED THE FOLLOWING:
PHONE: (212) 577-1414
FOUND IN THE FIELD MUST BE BROUGHT TO THE ATTENTION OF THE NCM.
ON SUBMITTALS.
1. CONSSTT RUCTION LAYOUT.
C. TO TOP OF FINISH SLAB AT FLOORS.
3.4 REINFORCING AS REQUIRED TO ENSURE A RIGID AND SECURE ASSEMBLY SHALL BE PROVIDED WHERE NECESSARY,
E. DISTRIBUTION: FURNISH COPIES OF FINAL SUBMITTALS TO MANUFACTURERS, SUBCONTRACTORS, SUPPLIERS, FABRICATORS,
2. GENERAL INSTALLATION OF PRODUCTS.
CONTACT: HEATHER MUTTERPERL
D. TO BOTTOM OF FINISH AT CEILINGS.
EVEN IF NOT DETAILED ON ARCHITECT'S DRAWINGS. EXPOSED SURFACES SHALL BE FREE FROM DENTS, TOOL
INSTALLERS, AUTHORITIES HAVING JURISDICTION, AND OTHERS AS NECESSARY FOR PERFORMANCE OF CONSTRUCTION
3. PROGRESS CLEANING.
1.17 "MINIMUM" OR "MIN." AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS SLIGHTLY ADJUSTABLE
MARKS, WARPAGE, BUCKLE, GLUE AND OPEN JOINTS. ALL JOINTS, CORNERS AND MITER CONNECTIONS SHALL BE
ACTIVITIES, SHOW DISTRIBUTION ON TRANSMITTAL FORMS.
PART 2 - EXECUTION
4. PROTECTION OF INSTALLED CONSTRUCTION.
BUT MAY NOT VARY TO A DIMENSION OR QUANTITY LESS THEN THAT SHOWN WITHOUT THE APPROVAL OF ARCHITECT.
MADE UP TIGHTLY SO THAT THREADS ARE ENTIRELY CONCEALED.
2.1 CONTRACTOR'S REVIEW
5. CORRECTION OF THE WORK.
"MAXIMUM" OR "MAX" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS SLIGHTLY ADJUSTABLE
3.5 SET WORK PLUMB, LEVEL AND SQUARE, SCRIBED TIGHTLY AND ACCURATELY TO ADJACENT SURFACES AND SECURELY
A. REVIEW EACH SUBMITTAL AND CHECK FOR COORDINATION WITH OTHER WORK OF THE CONTRACT AND FOR COMPLIANCE
PART 2 - EXECUTION
2.1 EXAMINATION
BUT MAY NOT VARY TO A DIMENSION OR QUANTITY GREATER THAN THAT SHOWN WITHOUT THE APPROVAL OF
ANCHOR IN POSITION INDICATED ON DRAWINGS. SHIM AS REQUIRED, USING CONCEALED SHIMS.
WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROVAL STAMP BEFORE
A. EXISTING CONDITIONS: THE EXISTENCE AND LOCATION OF SITE IMPROVEMENTS, UTILITIES, AND OTHER CONSTRUCTION
ARCHITECT.
3.6 REPAIR, REPLACE OR OTHERWISE MAKE GOOD TO SATISFACTION OF NCM ALL DAMAGE INCURRED TO MILLWORK
SUBMITTING TO ARCHITECT.
INDICATED AS EXISTING ARE NOT GUARANTEED. BEFORE BEGINNING WORK, INVESTIGATE AND VERIFY THE EXISTENCE AND
1.18 "TYPICAL" OR "TYP ° AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION OR DIMENSION IS THE SAME
DURING CONSTRUCTION.
2.2 ARCHITECT'S ACTION
LOCATION OF MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER CONSTRUCTION AFFECTING THE WORK.
OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.
3.7 ADJUST DOORS, DRAWERS AND ALL HARDWARE FOR PROPER OPERATION AND CLEAN ALL SURFACES, INSIDE AND OUT.
A. GENERAL: ARCHITECT WILL NOT REVIEW SUBMITTALS THAT DO NOT BEAR CONTRACTOR'S APPROVAL STAMP AND WILL
RETURN THEM WITHOUT ACTION.
1. BEFORE CONSTRUCTION, VERIFY THE LOCATION AND POINTS OF CONNECTION OF UTILITY SERVICES.
1.19 "MATCH EXIST." AS USED IN THE DOCUMENTS SHALL MEAN THAT THE CONDITION OR MATERIAL IS TO SEAMLESSLY
3.8 COMPLY WITH MILLWORK MANUFACTURERS AND INSTALLERS RECOMMENDED OPTIMUM TEMPERATURE AND HUMIDITY
1. ACTION SUBMITTALS: ARCHITECT WILL REVIEW EACH SUBMITTAL, MAKE MARKS TO INDICATE CORRECTIONS OR
B. EXISTING UTILITIES: THE EXISTENCE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AND CONSTRUCTION INDICATED
AS EXISTING NOT GUARANI BEFORE I T
S G ARE EEO BE RE BEGINNING (GATE AND VERIFY THE EXISTENCE AND LOCATION
MATCH THE SURROUNDING OR PRESCRIBE MATERIAL IN STYLE, PROFILE, COLOR, TEXTURE AND, WHERE POSSIBLE,
CONDITIONS FOR STORAGE AND INSTALLATION OF MILLWORK.
MODIFICATIONS REQUIRED, AND RETURN IT. ARCHITECT WILL STAMP EACH SUBMITTAL WITH AN ACTION STAMP AND
OF UNDERGROUND UTILITIES AND OTHER CONSTRUCTION AFFECTING THE WORK.
AFFECTING E W
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MANUFACTURE.
"ALIGN"
3.9 ALIGN ALL UPPER AND LOWER CABINETRY, TYPICAL UNLESS NOTED OTHERWISE.
WILL MARK STAMP APPROPRIATELY TO INDICATE ACTION TAKEN.
t. BEFORE CONSTRUCTION, VERIFY THE LOCATION AND INVERT ELEVATION AT POINTS OF CONNECTION OF SANITARY SEWER,
1.20 AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE AND FINISH FACES IN THE SAME
STORM SEWER, AND WATER -SERVICE PIPING; AND UNDERGROUND ELECTRICAL SERVICES.
PLANE; AND/OR TO INSTALL NEW CONSTRUCTION ADJACENT TO EXISTING CONSTRUCTION WITHOUT ANY VISIBLE JOINTS
3.10 ALIGN CABINET PULLS VERTICALLY, TYPICAL UNLESS NOTED OTHERWISE.
2. FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING
OR SURFACE IRREGULARITIES.
3.11 ALL CABINETRY HARDWARE (EXCEPT PULLS) TO BE FULLY CONCEALED, HEAVY-DUTY COMMERCIAL GRADE, UNO.
SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS
PROJECT SITE.
i.21 ANY DISCREPANCIES T LOCATION BETWEEN THE ARCHITECTURAL AND ENGINEERING DRAWINGS BETWEEN THE
PART 1 - GENERAL
1.1 SUMMARY
C. ACCEPTANCE OF CONDITIONS: EXAMINE SUBSTRATES, AREAS, AND CONDITIONS, WITH INSTALLER OR APPLICATOR PRESENT
DRAWINGS AND EXISTING FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE NCM FOR
NO
PART 4 -REFLECTED CEILING PLAN NOTES
A. RE
U THIS SECTION INCLUDES REQIEENTS FOR TEMPORARY UTILITIES, SUPPORT FACILITIES, AND SECURITY AND PROTECTION
QUIREMENTS
WHERE INDICATED, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS
AFFECTING PERFORMANCE. RECORD OBSERVATIONS.
CLARIFICATIONS. WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE
FACILITIES.
CONTRACTOR AT THE CONTRACTOR'S EXPENSE AND SHALL NOT IMPACT THE SCHEDULE.
4.1 ALL MATERIALS IN AIR DISTRIBUTION PLENUMS SHALL HAVE A MAXIMUM FLAME -SPREAD RATING OF 25.
1.2 USE CHARGES
1. VERIFY COMPATIBILITY WITH AND SUITABILITY OF SUBSTRATES, INCLUDING COMPATIBILITY WITH EXISTING FINISHES OR
1.22 "CLEAR" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE DIMENSION IS NOT ADJUSTABLE WITHOUT THE
4.2 CEILING GRIDS SHALL BE CENTERED IN ROOM OR SPACE WITH EQUAL BORDERS, UNLESS NOTED OTHERWISE.
A. GENERAL: COST OR USE CHARGES FOR TEMPORARY FACILITIES SHALL BE INCLUDED IN THE CONTRACT SUM. ALLOW OTHER
PRIMERS.
2. EXAMINE ROUGHING -IN FOR MECHANICAL AND ELECTRICAL SYSTEMS TO VERIFY ACTUAL LOCATIONS OF CONNECTIONS
APPROVAL OF THE ARCHITECT. CLEAR DIMENSIONS SHALL BE ACCURATE TO FINISH WALL MATERIAL. CONTACT
4.3 ACCESS PANELS, REQUIRED, SHALL BE INSTALLED FLUSH IN CEILING AND FINISHED TO MATCH THE ADJACENT
ENTITIES TO USE TEMPORARY SERVICES AND FACILITIES WITHOUT COST, INCLUDING, BUT NOT LIMITED TO,[ OWNER'S
BEFORE EQUIPMENT AND FIXTURE INSTALLATION.
ARCHITECT PRIOR TO CONSTRUCTION IF FIELD CONDITIONS DO NOT ACCOMMODATE SAID DIMENSION.
CEILING FINISH. LOCATIOONS O
LOCATIONS O F ALL ACCESS PANELS ARE TO BE REVIEWED WITH THE NCM,
CONSTRUCTION FORCES ,] ARCHITECT,[ OCCUPANTS OF PROJECT ,] TESTING AGENCIES, AND AUTHORITIES HAVING
3. EXAMINE WALLS, FLOORS, AND ROOFS FOR SUITABLE CONDITIONS WHERE PRODUCTS AND SYSTEMS ARE TO BE
1.23 THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT
SUPPLIED BY THE TENANT OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED
4.4 COORDINATE ALL ELECTRICAL PENETRATIONS, CONDUITS, AND BOXES WITH CODE REQUIREMENTS & ELECTRICAL
JURISDICTION.
B. WATER SERVICE: WATER FROM OWNER'S EXISTING WATER SYSTEM IS AVAILABLE FOR USE WITHOUT METERING AND WITHOUT
INSTALLED.
4. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. PROCEEDING WITH
WORK.
DOCUMENTS.
PAYMENT OF USE CHARGES. PROVIDE CONNECTIONS AND EXTENSIONS OF SERVICES AS REQUIRED FOR CONSTRUCTION
THE WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS.
OPERATIONS.
2.2 PREPARATION
1.24 INSTALL AND MAINTAIN ALL NECESSARY COVERINGS. PROTECTIVE ENCLOSURES, TEMPORARY DOORS AND PARTITIONS
C. ELECTRIC POWER SERVICE: ELECTRIC POWER FROM OWNER'S EXISTING SYSTEM IS AVAILABLE FOR USE WITHOUT METERING
A. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. RECHECK MEASUREMENTS
o
AND DUST BARRIERS TO PROTECT ALL OCCUPANTS AND REPLACE ANY DAMAGES CAUSED BY IMPROPER PROTECTION
PART 5 -FINISH PLAN NOTES
AND WITHOUT PAYMENT OF USE CHARGES. PROVIDE CONNECTIONS AND EXTENSIONS OF SERVICES AS REQUIRED FOR
BEFORE INSTALLING EACH PRODUCT. WHERE PORTIONS OF THE WORK ARE INDICATED TO FIT TO OTHER CONSTRUCTION,
AT NO ADDITIONAL CHARGE TO TENANT.
5.1. BEFORE PROCEEDING WITH PROCUREMENT, THE RESPECTIVE INSTALLER SHALL FIELD VERIFY DIMENSIONS TO ASSURE
CONSTRUCTION OPERATIONS.
VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION. COORDINATE FABRICATION
1.25 WARRANT TO THE TENANT THAT ALL MATERIALS AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS CONTRACT
THAT SUFFICIENT QUANTITIES OF MATERIALS ARE ORDERED TO COMPLETE THE WORK.
1.3 QUALITY ASSURANCE
SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK.
SHALL BE NEW, UNLESS OTHERWISE FREE FROM FAULTS AND DEFECTS AND CONFORMS WITH THE CONTRACT
5.2 UPON RECEIPT FROM THE MANUFACTURER, THE INSTALLER SHALL INSPECT MATERIALS FOR DEFECTS, FLAWS,
A. ELECTRIC SERVICE: COMPLY WITH NECA, NEMA, AND UL STANDARDS AND REGULATIONS FOR TEMPORARY ELECTRIC SERVICE.
INSTALL SERVICE TO COMPLY WITH NFPA 70.
B. SPACE REQUIREMENTS: VERIFY SPACE REQUIREMENTS AND DIMENSIONS OF ITEMS SHOWN DIAGRAMMATIC ALLY ON DRAWINGS.
DOCUMENTS.
SHIPPING DAMAGE, CORRECT COLOR AND PATTERN. PRIOR TO BEGINNING WORK, DAMAGED OR WRONG MATERIALS
B. TESTS AND INSPECTIONS: ARRANGE FOR AUTHORITIES HAVING JURISDICTION TO TEST AND INSPECT EACH TEMPORARY UTILITY
C. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS: IMMEDIATELY ON DISCOVERY OF THE NEED FOR CLARIFICATION
OF THE CONTRACT DOCUMENTS, SUBMIT A REQUEST FOR INFORMATION TO ARCHITECT. INCLUDE A DETAILED DESCRIPTION
1.26 CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH THE CONDITIONS OF THE CONTRACT. LOCAL CONDITIONS
SHALL BE RETURNED TO THE MANUFACTURER FOR IMMEDIATE REPLACEMENT TO PREVENT DELAYS IN COMPLETION OF
BEFORE USE. OBTAIN REQUIRED CERTIFICATIONS AND PERMITS.
OF PROBLEM ENCOUNTERED, TOGETHER WITH RECOMMENDATIONS FOR CHANGING THE CONTRACT DOCUMENTS.
RELATING TO LOCATION, ACCESSIBILITY AND GENERAL CHARACTER OF THE CONSTRUCTION SITE AND LOCAL LABOR
THE WORK. COMPLIANCE WITH THE MANUFACTURER'S REQUIREMENTS FOR HANDLING, STORAGE, INSTALLATION AND
1.4 PROJECT CONDITIONS
2.3 CONSTRUCTION LAYOUT
CONDITIONS SO THAT HE UNDERSTANDS THE NATURE, EXTENT, DIFFICULTIES AND RESTRICTIONS RELATED TO THE
EXECUTION OF THE WORK.
PROTECTION IS THE EXCLUSIVE RESPONSIBILITY OF THE GC AND HIS/HER RESPECTIVE INSTALLERS.
5.3 THE RESPECTIVE INSTALLER SHALL ADVISE THE NCM OF LOCATIONS OR CHANGES IN DYE LOTS, BATCHES, OR SIMILAR
A. TEMPORARY USE OF PERMANENT FACILITIES: INSTALLER OF EACH PERMANENT SERVICE SHALL ASSUME RESPONSIBILITY FOR
OPERATION, MAINTENANCE, AND PROTECTION OF EACH PERMANENT SERVICE DURING ITS USE AS A CONSTRUCTION FACILITY
A. VERIFICATION: BEFORE PROCEEDING TO LAY OUT THE WORK, VERIFY LAYOUT INFORMATION SHOWN ON DRAWINGS. IF
DISCREPANCIES ARE DISCOVERED, NOTIFY ARCHITECT PROMPTLY.
1.27 INVESTIGATE JOB SITE TO COMPARE CONTRACT DOCUMENTS AND EXISTING CONDITIONS. INCLUDE COST FOR ALL
COLOR SHIFTS.
BEFORE OWNER'S ACCEPTANCE, REGARDLESS OF PREVIOUSLY ASSIGNED RESPONSIBILITIES.
2.4 PROGRESS CLEANING
WORK DESCRIBED IN CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING CONDITIONS. NOTIFY NCM OF
PART 2 - PRODUCTS
A. GENERAL: CLEAN PROJECT SITE AND WORK AREAS DAILY, INCLUDING COMMON AREAS. COORDINATE PROGRESS CLEANING
NY XISTING CONDITIONS AND NEW WORK, OMISSIONS OR CONFLICTS IN THE DRAWINGS AND
ACONFUCTS BETWEEN E
5.4 THE GC SHALL PROVIDE ONE FINAL TOUCH-UP OF PAINT SURFACES AFTER THE TENANT HAS MOVED INTO THE
2.1 EQUIPMENT
FOR JOINT -USE AREAS WHERE MORE THAN ONE INSTALLER HAS WORKED. ENFORCE REQUIREMENTS STRICTLY. DISPOSE OF
ANY RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK.
SPACE.
A. FIRE EXTINGUISHERS: PORTABLE, UL RATED; WITH CLASS AND EXTINGUISHING AGENT AS REQUIRED BY LOCATIONS AND
MATERIALS LAWFULLY.
1.28 PROCURE MATERIALS SO AS NOT TO DELAY SUBSTANTIAL COMPLETION. NOTIFY NCM WITHIN 5 DAYS OF EXECUTION
5.5 EXISTING CEILING REGISTERS, VENTS, GRILLES, DIFFUSERS, ETC. SHALL BE PAINTED IN SEMI -GLOSS TO MATCH
CLASSES OF FIRE EXPOSURES.
B. HEATING EQUIPMENT: UNLESS OWNER AUTHORIZES USE OF PERMANENT HEATING SYSTEM, PROVIDE VENTED,
B. WORK AREAS: CLEAN AREAS WHERE WORK IS IN PROGRESS TO THE LEVEL OF CLEANLINESS NECESSARY FOR PROPER
EXECUTION OF THE WORK.
OF CONTRACT OF ANY MATERIAL DELIVERY WHICH WOULD DELAY COMPLETION OF CONTRACT.
CEILING.
SELF-CONTAINED, LIQUID -PROPANE -GAS OR FUEL -OIL HEATERS WITH INDIVIDUAL SPACE THERMOSTATIC CONTROL.
C. CONCEALED SPACES: REMOVE DEBRIS FROM CONCEALED SPACES BEFORE ENCLOSING THE SPACE.
v
1.29 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING AND LOCATING ALL UNDERGROUND OR UNDERSLAB
5.6 FINISHES CALLED OUT SHALL EXTEND OVER, UNDER, AND/OR BEHIND ANY ITEM OF BUILT-IN MILLWORK EQUIPMENT,
1. USE OF GASOLINE -BURNING SPACE HEATERS, OPEN -FLAME HEATERS, OR SALAMANDER -TYPE HEATING UNITS IS
D, EXPOSED SURFACES IN FINISHED AREAS: CLEAN EXPOSED SURFACES AND PROTECT AS NECESSARY TO ENSURE FREEDOM
UTILITIES, ETC. PRIOR TO START OF CONSTRUCTION.
MIRRORS, ETC. AS INDICATED ON DRAWINGS.
PROHIBITED.
FROM DAMAGE AND DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION.
1.30 REVIEW PLANS AND PROVIDE BRACING/BLOCKING IN GYPSUM BOARD PARTITIONS AS REQUIRED FOR ANY
5.7 COVE BASE TO BE USED IN ALL AREAS AS INDICATED. THE GC SHALL USE INSIDE AND OUTSIDE CORNERS AND END
2. HEATING UNITS: LISTED AND LABELED FOR TYPE OF FUEL BEING CONSUMED, BY A TESTING AGENCY ACCEPTABLE TO
E, DURING HANDLING AND INSTALLATION, CLEAN AND PROTECT CONSTRUCTION IN PROGRESS AND ADJOINING MATERIALS
t
PLAN CHECK COMMENTS
1 /20/05
WALL -MOUNTED WOODWORK, CASEWORK, FINISH CARPENTRY, FURNITURE, EQUIPMENT, ETC. FOR WOOD BLOCKING
STOPS FOR AREAS SPECIFIED. USE ROLL GOODS ONLY. NO SEAMS SHALL OCCUR WITHIN 6" OF AN OUTSIDE
AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE.
PART 3 - EXECUTION
ALREADY IN PLACE. APPLY PROTECTIVE COVERING WHERE REQUIRED TO ENSURE PROTECTION FROM DAMAGE OR
PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING.
CORNER.
3.1 INSTALLATION, GENERAL
DETERIORATION AT SUBSTANTIAL COMPLETION.
F. CLEAN AND PROVIDE MAINTENANCE ON COMPLETED CONSTRUCTION AS FREQUENTLY AS NECESSARY THROUGH THE
T
ISSUED FOR PERMIT AND BID
1 /7/04
1.31 EXAMINE ALL SURFACES TO DETERMINE THAT THEY ARE SOUND, DRY, CLEAN AND READY TO RECEIVE FINISHES OR
5.8 TYPICAL - WALLS TO BE PAINTED P-1, IN EGGSHELL FINISH UNLESS OTHERWISE NOTED,
A. LOCATE FACILITIES WHERE THEY WILL SERVE PROJECT ADEQUATELY AND RESULT IN MINIMUM INTERFERENCE WITH
REMAINDER OF THE CONSTRUCTION PERIOD. ADJUST AND LUBRICATE OPERABLE COMPONENTS TO ENSURE OPERABILITY
No.
Revisions Submissions
/
Date
MILLWORK PRIOR TO INSTALLATIONS. START OF INSTALLATION SHALL IMPLY ACCEPTANCE OF SUBSTRATE AND SHALL
PERFORMANCE OF THE WORK. RELOCATE AND MODIFY FACILITIES AS REQUIRED BY PROGRESS OF THE WORK.
WITHOUT DAMAGING EFFECTS.
NOT BE GROUNDS FOR CLAIMS IMPROPER PERFORMANCE OF INSTALLED MATERIALS. ADVISE NCM OF ANY EXISTING
5.9 CONTRACTOR TO FURNISH AND INSTALL REDUCING STRIP AT ALL VCT FLOORING AND OTHER FLOORING TRANSITIONS.
B. PROVIDE EACH FACILITY READY FOR USE WHEN NEEDED TO AVOID DELAY. DO NOT REMOVE UNTIL FACILITIES ARE NO
G. LIMITING EXPOSURES: SUPERVISE CONSTRUCTION OPERATIONS TO ASSURE THAT NO PART OF THE CONSTRUCTION,
CARRILLOINSTRUCTIONS
CONSTRUCTION NOT LEVEL, SMOOTH AND PLUMB WITHIN INDUSTRY STANDARDS PRIOR TO START OF CONSTRUCTION
WHICH WILL BE DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THAT INSTALLERS WORK.
5.10 CONTRACTOR TO PROVIDE 10% OF ALL MATERIALS INCLUDING BUT NOT LIMITED TO FLOOR FINISHES, CEILING
FINISHES, WALL BASES, ETC. FOR "ATTIC STOCK".
LONGER NEEDED OR ARE REPLACED BY AUTHORIZED USE OF COMPLETED PERMANENT FACILITIES.
3.2 SECURITY AND PROTECTION FACILITIES INSTALLATION
COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL, DANGEROUS, DAMAGING, OR OTHERWISE DELETERIOUS EXPOSURE
DURING THE CONSTRUCTION PERIOD.
1.32 PERFORM ALL WORK AND INSTALL MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND
A. ENVIRONMENTAL PROTECTION: PROVIDE PROTECTION, OPERATE TEMPORARY FACILITIES, AND CONDUCT CONSTRUCTION IN WAYS
2.5 PROTECTION OF INSTALLED CONSTRUCTION
AND IN A MANNER CONSISTENT WITH INDUSTRY STANDARDS OF WORKMANSHIP.
AND BY METHODS THAT COMPLY WITH ENVIRONMENTAL REGULATIONS AND THAT MINIMIZE POSSIBLE AIR, WATERWAY, AND
A. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE INSTALLED WORK IS WITHOUT DAMAGE OR
SUBSOIL CONTAMINATION OR POLLUTION OR OTHER UNDESIRABLE EFFECTS.
DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION.
A R C H I T E C T U R A L G R O U P I N C
1.33 NO UNFINISHED GYP. WORK AND WOOD WORK ALLOWED, INCLUDING BEHIND FURNITURE & ANY EQUIPMENT ITEMS.
B. SECURITY ENCLOSURE AND LOCKUP: INSTALL SUBSTANTIAL TEMPORARY ENCLOSURE AROUND PARTIALLY COMPLETED AREAS
B. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR TEMPERATURE AND RELATIVE HUMIDITY.
J, Steven Carrillo 11231 Gold Express Dr.
ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED, AND SANDED SMOOTH WITH NO VISIBLE JOINTS, PAINT
OF CONSTRUCTION. PROVIDE LOCKABLE ENTRANCES TO PREVENT UNAUTHORIZED ENTRANCE, VANDALISM, THEFT, AND SIMILAR
2.6 CORRECTION OF THE WORK
A.I.A. C11.222 Suite 103 I
Gold River, 95670
AS SPECIFIED. PROVIDE GALVANIZED METAL CORNER BEADS AND SIMILAR CONCEALED TRIM AT ALL EXPOSED EDGES;
VIOLATIONS OF SECURITY.
A. REPAIR OR REMOVE AND REPLACE DEFECTIVE CONSTRUCTION. RESTORE DAMAGED SUBSTRATES AND FINISHES. COMPLY
s1s 2ss-s000
0
USE EXPOSED TRIM ONLY AS APPROVED BY NCM.
C. BARRICADES, WARNING SIGNS, AND LIGHTS: COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR
WITH REQUIREMENTS IN DIVISION 1 SECTION "CUTTING AND PATCHING."
FAX 266-6006
CO
1.34 RECESSED ITEMS SHALL BE INSTALLED FLUSH WITH THE PARTITION UNLESS NOTED OTHERWISE. PARTITION DEPTH
ERECTING STRUCTURALLY ADEQUATE BARRICADES, INCLUDING WARNING SIGNS AND LIGHTING.
1. REPAIRING INCLUDES REPLACING DEFECTIVE PARTS, REFINISHING DAMAGED SURFACES, TOUCHING UP WITH MATCHING
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
SHALL BE ADJUSTED TO ACCOMMODTE DEPTH OF THE RECESSED ITEM. COORDINATE WITH THE NCM.
D. TEMPORARY ENCLOSURES: PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OF CONSTRUCTION, IN PROGRESS AND
MATERIALS, AND PROPERLY ADJUSTING OPERATING EQUIPMENT.
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
COMPLETED, FROM EXPOSURE, FOUL WEATHER, OTHER CONSTRUCTION OPERATIONS, AND SIMILAR ACTIVITIES. PROVIDE
B. RESTORE PERMANENT FACILITIES USED DURING CONSTRUCTION TO THEIR SPECIFIED CONDITION.
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
1.35 WORK DAMAGED DURING CONSTRUCTION OR NOT CONFORMING TO SPECIFIED STANDARDS, TOLERANCE OR
MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION SHALL BE REPLACED AT NO ADDITIONAL COST TO THE TENANT.
TEMPORARY WEATHERTIGHT ENCLOSURE FOR BUILDING EXTERIOR.
C. REMOVE AND REPLACE DAMAGED SURFACES THAT ARE EXPOSED TO VIEW IF SURFACES CANNOT BE REPAIRED WITHOUT
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE DRAWING IS NOT
E. TEMPORARY FIRE PROTECTION: INSTALL AND MAINTAIN TEMPORARY FIRE -PROTECTION FACILITIES OF TYPES NEEDED TO
VISIBLE EVIDENCE OF REPAIR.
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT.
1.36 OBTAIN THE NCM'S WRITTEN AUTHORIZATION BEFORE ANY WORK IS PERFORMED OR MATERIAL ORDERED WHICH
PROTECT AGAINST REASONABLY PREDICTABLE AND CONTROLLABLE FIRE LOSSES. COMPLY WITH NFPA 241.
D. REPAIR COMPONENTS THAT DO NOT OPERATE PROPERLY. REMOVE AND REPLACE OPERATING COMPONENTS THAT CANNOT
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INVOLVES EXTRA COST OVER AND ABOVE CONTRACT PRICE.
1. PROHIBIT SMOKING IN CONSTRUCTION AREAS.
BE REPAIRED.
3.3 OPERATION, TERMINATION, AND REMOVAL
A. SUPERVISION: ENFORCE STRICT DISCIPLINE IN USE OF TEMPORARY FACILITIES. TO MINIMIZE WASTE AND ABUSE, LIMIT
E, REMOVE AND REPLACE CHIPPED, SCRATCHED, AND BROKEN GLASS OR REFLECTIVE SURFACES.
G E E ORAL NOTES
AVAILABILITY OF TEMPORARY FACILITIES TO ESSENTIAL AND INTENDED USES.
B. MAINTENANCE: MAINTAIN FACILITIES IN GOOD OPERATING CONDITION UNTIL REMOVAL.
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AI V D SPEC EI CATI 0 N S
1. MAINTAIN OPERATION OF TEMPORARY ENCLOSURES, HEATING, COOLING, HUMIDITY CONTROL, VENTILATION, AND SIMILAR
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FACILITIES ON A 24-HOUR BASIS WHERE REQUIRED TO ACHIEVE INDICATED RESULTS AND TO AVOID POSSIBILITY OF
DAMAGE.
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C. TEMPORARY FACILITY CHANGEOVER: DO NOT CHANGE OVER FROM USING TEMPORARY SECURITY AND PROTECTION FACILITIES
TO PERMANENT FACILITIES UNTIL SUBSTANTIAL COMPLETION.
D. TERMINATION AND REMOVAL: REMOVE EACH TEMPORARY FACILITY WHEN NEED FOR ITS SERVICE HAS ENDED, WHEN IT HAS
BEEN REPLACED BY AUTHORIZED USE OF A PERMANENT FACILITY, OR NO LATER THAN SUBSTANTIAL COMPLETION. COMPLETE
OR, IF NECESSARY, RESTORE PERMANENT CONSTRUCTION THAT MAY HAVE BEEN DELAYED BECAUSE OF INTERFERENCE WITH
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Project No.
04139.66
Date
TEMPORARY FACILITY. REPAIR DAMAGED WORK, CLEAN EXPOSED SURFACES, AND REPLACE CONSTRUCTION THAT CANNOT BE
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1-7-05
SATISFACTORILY REPAIRED.
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1. MATERIALS AND FACILITIES THAT CONSTITUTE TEMPORARY FACILITIES ARE PROPERTY OF CONTRACTOR. OWNER RESERVES
RIGHT TO TAKE POSSESSION OF PROJECT IDENTIFICATION SIGNS.
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2. AT SUBSTANTIAL COMPLETION, CLEAN AND RENOVATE PERMANENT FACILITIES USED DURING CONSTRUCTION PERIOD.
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COMPLY WITH FINAL CLEANING REQUIREMENTS SPECIFIED IN DIVISION 1 SECTION PROCEDURES."
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SECTION 01731 - CUTTING AND PATCHING
PART 1 - GENERAL
2.10 FINISHING FORMED SURFACES
3.2 INSTALLATION
B. STANDARD STEEL DOORS:
•
1.1 SUMMARY
A. SMOOTH -FORMED FINISH: AS -CAST CONCRETE TEXTURE IMPARTED BY FORM -FACING MATERIAL, ARRANGED IN AN ORDERLY
1. EXTERIOR DOORS: PROVIDE WEEP -HOLE OPENINGS IN BOTTOM OF EXTERIOR DOORS TO PERMIT MOISTURE TO ESCAPE.
A&
A. THIS SECTION INCLUDES PROCEDURAL REQUIREMENTS FOR CUTTING AND PATCHING,
AND SYMMETRICAL MANNER WITH A MINIMUM OF SEAMS. REPAIR AND PATCH TIE HOLES AND DEFECTS. REMOVE FINS AND
A. INSTALL WORK IN ACCORDANCE WITH AWI CUSTOM QUALITY STANDARDS.
SEAL JOINTS IN TOP EDGES OF DOORS AGAINST WATER PENETRATION.
1.2 QUALITY ASSURANCE
OTHER PROJECTIONS THAT EXCEED SPECIFIED LIMITS ON FORMED -SURFACE IRREGULARITIES.
B. SET AND SECURE MATERIALS AND COMPONENTS IN PLACE, PLUMB AND LEVEL.
C. STANDARD STEEL FRAMES: WHERE FRAMES ARE FABRICATED IN SECTIONS DUE TO SHIPPING OR HANDLING LIMITATIONS,
A. STRUCTURAL ELEMENTS: DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD CHANGE THEIR
2.11 FINISHING FLOORS AND SLABS
C. SCRIBE WORK ABUTTING OTHER COMPONENTS, WITH MAXIMUM GAPS OF 1/32 INCH. REFINISH CUT SURFACES OR
PROVIDE ALIGNMENT PLATES OR ANGLES AT EACH JOINT, FABRICATED OF SAME THICKNESS METAL AS FRAMES.
LOAD -CARRYING CAPACITY OR LOAD -DEFLECTION RATIO.
A. GENERAL: COMPLY WITH ACI 302.1R RECOMMENDATIONS FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR
REPAIR DAMAGED FINISH AND CUTS.
1. WELDED FRAMES: WELD FLUSH FACE JOINTS CONTINUOUSLY; GRIND, FILL, DRESS, AND MAKE SMOOTH, FLUSH, AND
1, OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER
CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES.
B. TROWEL FINISH: AFTER APPLYING FLOAT FINISH, APPLY FIRST TROWELING AND CONSOLIDATE CONCRETE BY HAND OR
D. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
INVISIBLE.
2. DOOR SILENCERS: EXCEPT ON WEATHER-STRIPPED DOORS, DRILL STOPS TO RECEIVE DOOR SILENCERS AS FOLLOWS.
A'
1446 S A T A A N A CA
THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE
E. USE FIXTURE ATTACHMENTS IN CONCEALED LOCATIONS FOR WALL MOUNTED COMPONENTS.
1 tl
OR DECREASED OPERATIONAL LIFE OR SAFETY
B. VISUAL REQUIREMENTS: DO
POWER -DRIVEN TROWEL. CONTINUE TROWELING PASSES AND RESTRAIGHTEN UNTIL SURFACE IS FREE OF TROWEL MARKS
AND UNIFORM IN TEXTURE AND APPEARANCE. GRIND SMOOTH ANY SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH
F. USE CONCEALED JOINT FASTENERS TO ALIGN AND SECURE ADJOINING CABINET UNITS AND COUNTER TOPS.
PROVIDE PLASTIC PLUGS TO KEEP HOLES CLEAR DURING CONSTRUCTION.
D. HARDWARE PREPARATION: FACTORY PREPARE STANDARD STEEL DOORS AND FRAMES TO RECEIVE TEMPLATED MORTISED
�
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SOUTH COAST S PLAZA
NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF
G. SECURE CABINET AND COUNTER BASES TO FLOOR USING APPROPRIATE ANGLES AND ANCHORAGES.
1
CUTTING AND PATCHING. DO NOT CUT AND PATCH CONSTRUCTION EXPOSED ON THE EXTERIOR OR IN OCCUPIED SPACES IN
APPLIED COATINGS OR FLOOR COVERINGS.
H. COUNTERSINK ANCHORAGE DEVISE AT EXPOSED LOCATIONS. CONCEAL WITH SOLID WOOD PLUGS OF SPECIES TO
HARDWARE; INCLUDE CUTOUTS, REINFORCEMENT, MORTISING, DRILLING, AND TAPPING, ACCORDING TO THE DOOR HARDWARE
A MANNER THAT WOULD, IN ARCHITECT'S OPINION, REDUCE THE BUILDING'S AESTHETIC QUALITIES. REMOVE AND REPLACE
1. APPLY A TROWEL FINISH TO SURFACES TO BE COVERED WITH RESILIENT FLOORING, CARPET, CERAMIC OR QUARRY TILE
MATCH SURROUNDING WOOD; FINISH FLUSH WITH SURROUNDING SURFACES.
„
SCHEDULE AND TEMPLATES FURNISHED AS SPECIFIED IN DIVISION 8 SECTION DOOR HARDWARE."
3611 SOUTH BRISTOL T.
S
CONSTRUCTION THAT HAS BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER.
PART 2 - EXECUTION
SET OVER A CLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN-FILM-FlNISH COATING.
2.12 CONCRETE PROTECTING AND CURING
(.INSTALL ARCHITECTURAL CABINETRY, FIXTURES AND MILLWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS.
2.4 FINISHES
A. STEEL FINISH: FACTORY PRIMING FOR FIELD -PAINTED FINISH.
�+
SUITE B
2.1 PREPARATION
A. GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.
SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0 FOR PLUMB AND LEVEL; AND
WITH NO VARIATIONS IN FLUSH OF ADJOINING SURFACES.
1. SHOP PRIMER: MANUFACTURER'S STANDARD, FAST -CURING, LEAD- AND CHROMATE -FREE PRIMER COMPLYING WITH ANSI
A. TEMPORARY SUPPORT: PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT.
COMPLY WITH ACI 306.1 FOR COLD -WEATHER PROTECTION AND ACI 301 FOR HOT -WEATHER PROTECTION DURING CURING.
B. CURE CONCRETE ACCORDING TO ACI 308.1, BY ONE OR A COMBINATION OF THE FOLLOWING METHODS:
J. ANCHOR ARCHITECTURAL CABINETRY, FIXTURES AND MILLWORK TO BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO
A250.10 ACCEPTANCE CRITERIA.
PART
�+
SANTA ANA CA 92704
B. PROTECTION: PROTECT IN -PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE
PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR PORTIONS OF PROJECT THAT MIGHT BE EXPOSED DURING CUTTING
1. MOISTURE CURING: KEEP SURFACES CONTINUOUSLY MOIST FOR NOT LESS THAN SEVEN DAYS.
SUBSTRATES. SECURE TO GROUNDS AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AS REQUIRED FOR A
3 T EXECUTION
3.1 INSTALLATION
AND PATCHING OPERATIONS.
2. CURING COMPOUND: APPLY UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAY OR ROLLER ACCORDING TO
COMPLETE INSTALLATION.
K. CABINETS: INSTALL WITHOUT DISTORTION SO THAT DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE
A. PROVIDE DOORS AND FRAMES OF SIZES, THICKNESSES, AND DESIGNS INDICATED. INSTALL STANDARD STEEL DOORS AND
PROJECT TEAM
C. ADJOINING AREAS: AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO ADJOINING
MANUFACTURER'S WRITTEN INSTRUCTIONS. RECOAT AREAS SUBJECTED TO HEAVY RAINFALL WITHIN THREE HOURS AFTER
INITIAL APPLICATION. MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE DURING CURING PERIOD.
ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO PROVIDE
FRAMES PLUMB, RIGID, PROPERLY ALIGNED, AND SECURELY FASTENED IN PLACE; COMPLY WITH DRAWINGS AND
OWNER'S PROJECT MANAGER
AREAS.
2.2 PERFORMANCE
A. AFTER CURING PERIOD HAS ELAPSED, REMOVE CURING COMPOUND WITHOUT DAMAGING CONCRETE SURFACES BY
UNENCUMBERED OPERATION. COMPLETE THE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS INDICATED.
L. TOPS: ANCHOR SECURELY TO BASE UNITS AND OTHER SUPPORT SYSTEMS.
MANUFACTURER'S WRITTEN INSTRUCTIONS.
B. STANDARD STEEL FRAMES: INSTALL STANDARD STEEL FRAMES FOR DOORS AND OTHER OPENINGS, OF SIZE AND PROFILE
TRAMMELL CROW
A. GENERAL: EMPLOY SKILLED WORKERS TO PERFORM CUTTING AND PATCHING. PROCEED WITH CUTTING AND PATCHING AT
METHOD RECOMMENDED BY CURING COMPOUND MANUFACTURER UNLESS MANUFACTURER CERTIFIES CURING
3.3 ADJUSTMENT, CLEANING, FINISHING AND PROTECTION:
INDICATED. COMPLY WITH SDI 105.
THE EARLIEST FEASIBLE TIME, AND COMPLETE WITHOUT DELAY.
COMPOUND WILL NOT INTERFERE WITH BONDING OF FLOOR COVERING USED ON PROJECT.
A. REPAIR DAMAGED AND DEFECTIVE PLASTIC LAMINATE CABINETRY WHERE POSSIBLE TO ELIMINATE DEFECTS FUNCTIONALLY
1.SET FRAMES ACCURATELY IN POSITION; PLUMBED, ALIGNED, AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE
SPRINT PCS PROJECT MANAGER
=
B. CUTTING: CUT IN -PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR OPERATIONS,
AND VISUALLY; WHERE NOT POSSIBLE TO REPAIR REPLACE PLASTIC LAMINATE CABINETRY. ADJUST JOINERY FOR UNIFORM
SET. AFTER WALL CONSTRUCTION IS COMPLETE, REMOVE TEMPORARY BRACES, LEAVING SURFACES SMOOTH AND
6100 SPRINT PARKWAY
INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. IF
SECTION 05500 - METAL FABRICATIONS
APPEARANCE.
UNDAMAGED.
POSSIBLE, REVIEW PROPOSED PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S WRITTEN
PART 1 - PRODUCT
B. CLEAN, LUBRICATE AND ADJUST HARDWARE.
A. AT FIRE -PROTECTION -RATED OPENINGS, INSTALL FRAMES ACCORDING TO NFPA 80.
Mailstop: KSOPHKO410-4A554
RECOMMENDATIONS.
1.1 MATERIALS
C. CLEAN CABINETRY, WOODWORK AND FIXTURES ON EXPOSED AND SEMI -EXPOSED SURFACES. TOUCH-UP
2. METAL -STUD PARTITIONS: SOLIDLY PACK MINERAL -FIBER INSULATION BEHIND FRAMES.
OVERLAND PARK, KS 66251
C. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING
A. METAL SURFACES, GENERAL: PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES WITHOUT BLEMISHES.
SHOP -APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. REMOVE ALL PROTECTIVE SURFACE MATERIAL.
3. MASONRY WALLS: COORDINATE INSTALLATION OF FRAMES TO ALLOW FOR SOLIDLY FILLING SPACE BETWEEN FRAMES AND
PHONE 913 315- 1
( ) 5 10
PERFORMANCE OF OTHER WORK. PATCH WITH
R P WT DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. PROVIDE MATERIALS
B. FERROUS METALS:
D. COMPLETE THE FINISHING WORK SPECIFIED AS WORK OF THIS SECTION, TO WHATEVER EXTENT NOT COMPLETED AT
„
MASONRY WITH MORTAR AS SPECIFIED IN DIVISION 4 SECTION "UNIT MASONRY ASSEMBLIES.
CONTACT: RON GERARD ron.d.gerard®mail.sprint,com
AND COMPLY WITH INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS.
1. STEEL PLATES, SHAPES, AND BARS: ASTM A 36/A 36M.
SHOP OR PRIOR TO INSTALLATION.
4. CONCRETE WALLS: SOLIDLY FILL SPACE BETWEEN FRAMES AND CONCRETE WITH GROUT. INSTALL GROUT IN LIFTS AND
D. CLEANING: CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED. COMPLETELY REMOVE PAINT,
2. STAINLESS -STEEL BARS AND SHAPES: ASTM A 276, TYPE 304
E. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER ACCEPTABLE TO FABRICATOR AND INSTALLER,
TAKE PRECAUTIONS, INCLUDING BRACING FRAMES, TO ENSURE THAT FRAMES ARE NOT DEFORMED OR DAMAGED BY
MORTAR, OILS, PUTTY, AND SIMILAR MATERIALS.
3. ROLLED -STAINLESS -STEEL FLOOR PLATE: ASTM A 793.
4. STEEL TUBING: ASTM A 500, COLD -FORMED STEEL TUBING.
WHICH ENSURES ARCHITECTURAL CABINETRY, FIXTURES AND MILLWORK BEING WITHOUT DAMAGE OR DETERIORATION AT TIME
OF SUBSTANTIAL COMPLETION.
GROUT FORCES.
C. STANDARD STEEL DOORS: FIT HOLLOW -METAL DOORS ACCURATELY IN FRAMES. SHIM AS NECESSARY.
ARCHITECT
CARRILLO ARCHITECTURAL GROUP, INC.
5. STEEL PIPE: ASTM A 53/A 53M, STANDARD WEIGHT (SCHEDULE 40), UNLESS ANOTHER WEIGHT IS INDICATED OR
F. CLEAN WORK AND REMOVE ALL TRASH, DEBRIS, PACKING, ETC. RESULTING FROM THAT WORK ON A REGULAR BASIS.
1. FIRE -RATED DOORS: INSTALL DOORS WITH CLEARANCES ACCORDING TO NFPA 80.
SECTION 01732 -SELECTIVE DEMOLITION
REQUIRED BY STRUCTURAL LOADS.
G. FINAL CLEANING SHALL BE DONE BY A PROFESSIONAL CLEANER. ALL SURFACES AND FINISHES SHALL BE LEFT FREE
D. FINAL ADJUSTMENTS: CHECK AND READJUST OPERATING HARDWARE ITEMS IMMEDIATELY BEFORE FINAL INSPECTION. LEAVE
11231 GOLD EXPRESS DR., SUITE 103
PART 1 - GENERAL
1.2 FASTENERS
OF MARKS, BLEMISHES, DUST, OVERSPRAY, PAINT SPILLS, ETC.
WORK IN COMPLETE AND PROPER OPERATING CONDITION. REMOVE AND REPLACE DEFECTIVE WORK, INCLUDING STANDARD
1.1 SUMMARY
A. GENERAL: TYPE 304 STAINLESS -STEEL FASTENERS FOR EXTERIOR USE AND ZINC -PLATED FASTENERS WITH COATING
1. CLEAN ALL PLASTIC LAMINATES, COUNTERTOPS, AND METAL TRIM WITH NON-ABRASIVE CLEANER.
STEEL DOORS OR FRAMES THAT ARE WARPED, BOWED, OR OTHERWISE UNACCEPTABLE.
GOLD RIVER, CA 95670
A. THIS SECTION INCLUDES THE FOLLOWING:
COMPLYING WITH ASTM B 633, CLASS FE/ZN 5, AT EXTERIOR WALLS. PROVIDE STAINLESS -STEEL FASTENERS FOR
2. CLEAN ALL GLASS AND MIRRORS WITH AMMONIA -TYPE NON -STREAKING GLASS CLEANER.
E. PRIME -COAT TOUCHUP: IMMEDIATELY AFTER ERECTION, SAND SMOOTH RUSTED OR DAMAGED AREAS OF PRIME COAT AND
PHONE: (916) 266-6000
1. DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF BUILDING OR STRUCTURE.
FASTENING ALUMINUM. SELECT FASTENERS FOR TYPE, GRADE, AND CLASS REQUIRED.
3. DAMP WIPE ALL FIXTURES, INCLUDING LIGHT FIXTURES.
APPLY TOUCHUP OF COMPATIBLE AIR -DRYING PRIMER.
FAX: (916) 266-6006
2. SALVAGE OF EXISTING ITEMS TO BE REUSED OR RECYCLED.
B. CAST -IN -PLACE ANCHORS IN CONCRETE: THREADED OR WEDGE TYPE; GALVANIZED FERROUS CASTINGS, EITHER ASTM A
4. REMOVE LABELS, EXCEPT THOSE REQUIRED TO DEMONSTRATE COMPLIANCE WITH BUILDING CODES, FIRE RATINGS, AND
CONTACT: HATE HENINGER nateheninger@corrilloag.com
1.2 DEFINITIONS
47/A 47M MALLEABLE IRON OR ASTM A 27/A 27M CAST STEEL. PROVIDE BOLTS, WASHERS, AND SHIMS AS NEEDED,
TESTING. ALSO REMOVE ALL GLUE AND RESIDUE REMAINING ON THE SURFACE.
A. REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF -SITE, UNLESS INDICATED TO
HOT -DIP GALVANIZED PER ASTM A 153/A 153M.
5. CARPET CLEANING - ALL CARPET, INCLUDING BASE, SHALL BE VACUUMED WHERE SPOTTED OR STAINED, CARPETING
BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED.
1.3 MISCELLANEOUS MATERIALS
SHALL BE STEAM CLEANED.
SECTION 08211 - FLUSH WOOD DOORS
MEP ENGINEERS
B. REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM TO OWNER.
A. UNIVERSAL SHOP PRIMER: FAST -CURING, LEAD- AND CHROMATE -FREE, UNIVERSAL MODIFIED -ALKYD PRIMER COMPLYING
6. REMOVE PROTECTIVE COVERINGS AND TAGS.
PART 1 - GENERAL-
1.1 SUMMARY
HENDERSON ENGINEERS
C. REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR REUSE, AND REINSTALL THEM
WITH MPI #79.
7. REMOVE AND DISPOSE OF ALL TRASH, SCRAPES, PACKING, ETC. DISPOSAL SHALL BE IN ACCORDANCE WITH THE
WHERE INDICATED.
B. GALVANIZING REPAIR PAINT: SSPC-PAINT 20, HIGH -ZINC -DUST -CONTENT PAINT FOR REGALVANIZING WELDS IN STEEL.
LANDLORD'S REQUIREMENTS.
A. THIS SECTION INCLUDES SOLID CORE DOORS AS FOLLOWS:
1. DOORS WITH HARDBOARD FACES.
8325 LENEXA DRIVE, SUITE 400
D. EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED AND THAT ARE NOT OTHERWISE
INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND REINSTALLED.
C. NONSHRINK, NONMETALLIC GROUT. FACTORY -PACKAGED, NONSTAINING, NONCORROSIVE, NONGASEOUS GROUT COMPLYING
SECTION 07620 - SHEET METAL FLASHING AND TRIM
1.2 QUALITY ASSURANCE
LENEXA, KS 66214
1.3 SUBMITTALS
WITH ASTM C 1107.
D. CONCRETE MATERIALS AND PROPERTIES: COMPLY WITH REQUIREMENTS IN DIVISION 3 SECTION "CAST -IN CONCRETE'
PART 1 - GENERAL
A. QUALITY STANDARD: COMPLY AWI'S "ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED."
PHONE: (913) 307-5464
A. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL
-PLACE
FOR NORMAL AIR READY
1.1 QUALITY ASSURANCE
B. FIRE -RATED WOOD DOORS: DOORS THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO
_
FAX: (913) 307 5400
WORK, WITH STARTING AND ENDING DATES FOR EACH ACTIVITY, INTERRUPTION OF UTILITY SERVICES, USE OF ELEVATOR AND
-WEIGHT, -ENTRAINED, -MIX CONCRETE WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3500
A. SHEET METAL FLASHING AND TRIM STANDARD: COMPLY WITH SMACNA'S "ARCHITECTURAL SHEET METAL MANUAL." CONFORM
AUTHORITIES HAVING JURISDICTION, FOR FIRE RATINGS INDICATED.
STAIRS, AND LOCATIONS OF TEMPORARY PARTITIONS AND MEANS OF EGRESS.
PSI, UNLESS OTHERWISE INDICATED.
TO DIMENSIONS AND PROFILES SHOWN UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED.
PART 2 - PRODUCTS
CONTACT: TREVOR JWNES trevor.jones®hendersonengineers.com
1.4 QUALITY ASSURANCE
1.4 FINISHES
PART 2 - PRODUCTS
2.1 DOOR CONSTRUCTION
A. DEMOLITION FIRM QUALIFICATIONS: AN EXPERIENCED FIRM THAT HAS SPECIALIZED IN DEMOLITION WORK SIMILAR IN MATERIAL
A. COMPLY WITH NAAMM'S "METAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL PRODUCTS" FOR RECOMMENDATIONS FOR
2.1 SHEET METALS
A. DOORS FOR OPAQUE FINISH:
LANDLORD
AND EXTENT TO THAT INDICATED FOR THIS PROJECT.
APPLYING AND DESIGNATING FINISHES. FINISH METAL FABRICATIONS AFTER ASSEMBLY.
B. STEEL
A. PROVIDE WALL AND ROOF CUTS AND MISCELLANEOUS PENETRATIONS AND PATCH EXISTING ROOFING SYSTEM AS REQUIRED BY
1. GRADE: CUSTOM.
INVESTCORP /ORANGE BRISTOL, LP
B. REFRIGERANT RECOVERY TECHNICIAN QUALIFICATIONS: CERTIFIED BY AN EPA -APPROVED CERTIFICATION PROGRAM.
AND IRON FINISHES:
EXISTING CONDITIONS AND NEW WORK.
2. FACES FOR INTERIOR DOORS: ANY CLOSED -GRAIN HARDWOOD OF MILL OPTION.
C. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE
1. HOT -DIP GALVANIZE ITEMS AS INDICATED TO COMPLY WITH ASTM A 123/A 123M OR ASTM A 153/A 153M AS
2.2 MISCELLANEOUS MATERIALS
2.2 FABRICATION
L`-
DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
APPLICABLE.
A. GENERAL: PROVIDE MATERIALS AND TYPES OF FASTENERS, SOLDER, WELDING RODS, PROTECTIVE COATINGS, SEPARATORS,
A. FABRICATE DOORS IN SIZES INDICATED FOR PROJECT -SITE FITTING.
280 PARK AVE, 36TH FLOOR
D. STANDARDS: COMPLY WITH ANSI A10.6 AND NFPA 241.
2. SHOP PRIMING: APPLY SHOP PRIMER TO UNCOATED SURFACES OF METAL FABRICATIONS, EXCEPT THOSE WITH
SEALANTS, AND OTHER MISCELLANEOUS ITEMS AS REQUIRED FOR COMPLETE SHEET METAL FLASHING AND TRIM INSTALLATION.
B. FACTORY FIT DOORS TO SUIT FRAME -OPENING SIZES INDICATED. COMPLY WITH CLEARANCE REQUIREMENTS OF REFERENCED
NEW YORK, NY 10017
1.5 PROJECT CONDITIONS
GALVANIZED FINISHES AND THOSE TO BE EMBEDDED IN CONCRETE, SPRAYED -ON FIREPROOFING, OR MASONRY, TO
"PAINT
2.3 FABRICATION, GENERAL
QUALITY STANDARD FOR FITTING. COMPLY WITH REQUIREMENTS IN NFPA 80 FOR FIRE -RATED DOORS.
PHONE: 212 577-1414
A. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS BEFORE PROCEEDING WITH SELECTIVE
COMPLY WITH SSPC-PA 1, APPLICATION SPECIFICATION NO. 1: SHOP, FIELD, AND MAINTENANCE PAINTING," FOR
A. GENERAL: CUSTOM FABRICATE SHEET METAL FLASHING AND TRIM TO COMPLY WITH RECOMMENDATIONS IN SMACNA'S
"ARCHITECTURAL
C. FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED.
CONTACT( HEATHER MUTTERPERL
DEMOLITION.
SHOP PAINTING.
SHEET METAL MANUAL" THAT APPLY TO DESIGN, DIMENSIONS, METAL, AND OTHER CHARACTERISTICS OF ITEM
2.3 SHOP PRIMING
B. HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK.
INDICATED. SHOP FABRICATE ITEMS WHERE PRACTICABLE. OBTAIN FIELD MEASUREMENTS FOR ACCURATE FIT BEFORE SHOP
A. DOORS FOR OPAQUE FINISH: SHOP PRIME FACES AND EDGES OF DOORS, INCLUDING CUTOUTS, WITH ONE COAT OF WOOD
1. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY
SECTION 06100 -ROUGH CARPENTRY
FABRICATION.
PRIMER.
NOTIFY ARCHITECT AND OWNER. OWNER WILL REMOVE HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT.
PART 1 - GENERAL
PART 3 - EXECUTION
PART 3 - EXECUTION
C. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON -SITE IS NOT PERMITTED.
D. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE
1.1 SUMMARY
A. THIS SECTION INCLUDES THE FOLLOWING:
3.1 INSTALLATION, GENERAL
A. GENERAL: ANCHOR SHEET METAL FLASHING AND TRIM AND OTHER COMPONENTS OF THE WORK SECURELY IN PLACE, WITH
3.1 INSTALLATION
A. INSTALL DOORS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, REFERENCED QUALITY STANDARD, AND AS
DURING SELECTIVE DEMOLITION OPERATIONS,
1. WOOD FRAMING.
PROVISIONS FOR THERMAL AND STRUCTURAL MOVEMENT, USE FASTENERS, SOLDER, WELDING RODS, PROTECTIVE COATINGS,
INDICATED.
1. MAINTAIN FIRE -PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS.
2. WOOD BLOCKING.
SEPARATORS, SEALANTS, AND OTHER MISCELLANEOUS ITEMS AS REQUIRED TO COMPLETE SHEET METAL FLASHING AND TRIM
1. INSTALL FIRE -RATED DOORS IN CORRESPONDING FIRE -RATED FRAMES ACCORDING TO NFPA 80.
1.6 WARRANTY
3. WOOD NAILERS.
SYSTEM.
B. JOB -FITTED DOORS: ALIGN AND FIT DOORS IN FRAMES WITH UNIFORM CLEARANCES AND BEVELS; DO NOT TRIM STILES AND
A. EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING
4. WOOD FURRING.
B. METAL PROTECTION: WHERE DISSIMILAR METALS WILL CONTACT EACH OTHER OR CORROSIVE SUBSTRATES, PROTECT AGAINST
RAILS IN EXCESS OF LIMITS SET BY MANUFACTURER OR PERMITTED FOR FIRE -RATED DOORS. MACHINE DOORS FOR
SELECTIVE DEMOLITION, BY METHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING WARRANTIES,
1.2 WOOD PRODUCTS, GENERAL
GALVANIC ACTION BY PAINTING CONTACT SURFACES WITH BITUMINOUS COATING OR BY OTHER PERMANENT SEPARATION AS
HARDWARE. SEAL CUT SURFACES AFTER FITTING AND MACHINING.
PART 2 - EXECUTION
A. LUMBER: DOC PS 20 AND APPLICABLE RULES OF LUMBER GRADING AGENCIES CERTIFIED BY THE AMERICAN LUMBER
RECOMMENDED BY FABRICATOR OR MANUFACTURERS OF DISSIMILAR METALS.
1. COMPLY WITH NFPA 80 FOR FIRE -RATED DOORS.
2.1 EXAMINATION
STANDARDS COMMITTEE BOARDD OF R
OF REVIEW.
C. INSTALL EXPOSED SHEET METAL FLASHING AND TRIM WITHOUT EXCESSIVE OIL CANNING, BUCKLING, AND TOOL MARKS.
C. FACTORY -FITTED DOORS: ALIGN IN FRAMES FOR UNIFORM CLEARANCE AT EACH EDGE.
Lei
A. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED.
1. FACTORY MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF GRADING AGENCY.
D. INSTALL SHEET METAL FLASHING AND TRIM TRUE TO LINE AND LEVELS INDICATED. PROVIDE UNIFORM, NEAT SEAMS WITH
B. SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF SELECTIVE
2. PROVIDE DRY LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT AT TIME OF DRESSING FOR 2-INCH NOMINAL
MINIMUM EXPOSURE OF SOLDER, WELDS, AND ELASTOMERIC SEALANT.
SECTION 08411 - ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS
DEMOLITION REQUIRED.
THICKNESS OR LESS, UNLESS OTHERWISE INDICATED.
E. INSTALL SHEET METAL FLASHING AND TRIM TO FIT SUBSTRATES AND TO RESULT IN WATERTIGHT PERFORMANCE. VERIFY
PART 1 - GENERAL
C. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR
3. ORIENTED STRAND BOARD: DOC PS 2.
SHAPES AND DIMENSIONS OF SURFACES TO BE COVERED BEFORE FABRICATING SHEET METAL.
1.1 SUMMARY
DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A
1.3 FIRE -RETARDANT -TREATED MATERIALS
F. SEAL JOINTS WITH ELASTOMERIC SEALANT AS REQUIRED FOR WATERTIGHT CONSTRUCTION.
A. THIS SECTION INCLUDES THE FOLLOWING:
WRITTEN REPORT TO ARCHITECT.
A. GENERAL: WHERE FIRE -RETARDANT -TREATED MATERIALS ARE INDICATED, PROVIDE MATERIALS THAT COMPLY WITH
SECTION 07920 - JOINT SEALANTS
1. EXTERIOR ALUMINUM -FRAMED STOREFRONTS.
2.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
PERFORMANCE REQUIREMENTS IN [AWPA C20 (LUMBER)] [AND] [AWPA C27 (PLYWOOD)]. IDENTIFY
PART 1 - GENERAL
2. EXTERIOR MANUAL -SWING ALUMINUM DOORS.
A. EXISTING SERVICES/SYSTEMS: MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE
FIRE -RETARDANT -TREATED WOOD WITH APPROPRIATE CLASSIFICATION MARKING OF UL, U.S. TESTING, TIMBER PRODUCTS
1.1 SUMMARY
1.2 PERFORMANCE REQUIREMENTS
DURING SELECTIVE DEMOLITION OPERATIONS.
INSPECTION, OR ANOTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.
A. THIS SECTION INCLUDES JOINT SEALANTS FOR THE FOLLOWING APPLICATIONS, INCLUDING THOSE SPECIFIED BY REFERENCE TO
A. GENERAL: PROVIDE ALUMINUM -FRAMED SYSTEMS, INCLUDING ANCHORAGE, CAPABLE OF WITHSTANDING, WITHOUT FAILURE,
B. SERVICE/SYSTEM REQUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND
1.4 DIMENSION LUMBER
THIS SECTION: APPLICATIONS:
THE EFFECTS OF THE FOLLOWING:
MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED.
A. GENERAL: OF GRADES INDICATED ACCORDING TO THE AMERICAN LUMBER STANDARDS COMMITTEE NATIONAL GRADING RULE
1. EXTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES.
1. STRUCTURAL LOADS.
2. THERMAL MOVEMENTS.
2.3 SELECTIVE DEMOLITION
PROVISIONS OF THE GRADING AGENCY INDICATED,
2. EXTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES.
3. MOVEMENTS OF SUPPORTING STRUCTURE INDICATED ON DRAWINGS INCLUDING, BUT NOT LIMITED TO, STORY DRIFT AND
A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND
1.5 PLYWOOD BACKING PANELS
3. INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC SURFACES.
DEFLECTION FROM UNIFORMLY DISTRIBUTED AND CONCENTRATED LIVE LOADS.
AS INDICATED.
A. TELEPHONE AND ELECTRICAL EQUIPMENT BACKING PANELS: DOC PS 1, EXPOSURE 1, C-D PLUGGED, FIRE -RETARDANT
4. INTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES.
4. DIMENSIONAL TOLERANCES OF BUILDING FRAME AND OTHER ADJACENT CONSTRUCTION.
2.4 DISPOSAL OF DEMOLISHED MATERIALS
A. GENERAL: EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED
TREATED, IN THICKNESS INDICATED.
PART 2 - EXECUTION
1.2 PERFORMANCE REQUIREMENTS
A. PROVIDE ELASTOMERIC JOINT SEALANTS THAT ESTABLISH AND MAINTAIN WATERTIGHT AND AIRTIGHT CONTINUOUS JOINT SEALS
5. WIND LOADS: FABRICATE ENTRANCES TO WITHSTAND WIND PRESSURE LOADING OF 20 LBS. PER SQ. FT., WIND SPEEDS
4 r._
TO REMAIN OWNER'S PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN
2.1 INSTALLATION
WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES.
OF 75 MPH, EXPOSURE C, IMPORTANCE FACTOR OF 100 ON GROSS AREA OF FRAMES, DOORS, AND GLASS, ACTING
INWARD AND ALSO ACTING OUTWARD
AN EPA -APPROVED LANDFILL.
B. DISPOSAL: TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM.
2A. CLEANING
A. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, CUT, AND FITTED. FIT
ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE AS NEEDED FOR ACCURATE FIT. LOCATE [FURRING,]
NAILERS, BLOCKING, GROUNDS, AND SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR ATTACHING OTHER
[ ]
B. PROVIDE JOINT SEALANTS FOR INTERIOR APPLICATIONS THAT ESTABLISH AND MAINTAIN AIRTIGHT AND WATER-RESISTANT
CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES.
PART 2 - PRODUCTS
1.3 SUBMITTALS
A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.
B. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK.
A. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION
2.1 MATERIALS, GENERAL
EIV1477C)l
CONSTRUCTION.
1. INCLUDE STRUCTURAL ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE
OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN.
B. APPLY FIELD TREATMENT COMPLYING WITH AWPA M4 TO CUT SURFACES OF PRESERVATIVE -TREATED LUMBER AND PLYWOOD.
A. COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE
FOR THEIR PREPARATION.
C. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS REQUIRED, COMPLYING WITH
ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT
2, FOR ENTRANCES, PROVIDE HARDWARE AS INDICATED IN HARDWARE SCHEDULE.
THE FOLLOWING:
MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE.
PART 2 - PRODUCTS
SECTION 03300 -CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1. CABO NER-272 FOR POWER -DRIVEN FASTENERS.
2. PUBLISHED REQUIREMENTS OF METAL FRAMING ANCHOR MANUFACTURER.
2.2 ELASTOMERIC JOINT SEALANTS
A. TWO -COMPONENT POLYSULFIDE SEALANT: COMPLY WITH FS-TT-S-00227, CLASS A, TYPE 2 (NON -SAG) UNLESS TYPE 1
2.1 MANUFACTURERS
A. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS.
1.1 SUMMARY
(SELF -LEVELING) RECOMMENDED BY MANUFACTURER FOR APPLICATION SHOWN.
B. MATCH EXISTING STOREFRONT OR BUILDING STANDARD UNLESS NOTED OTHERWISE,
A. THIS SECTION SPECIFIES CAST -IN PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT, CONCRETE MATERIALS, MIXTURE
2.2 DOORS
DESIGN, PLACEMENT PROCEDURES, AND FINISHES.
SECTION 06405 ARCHITECTURAL CABINETRY, FIXTURES AND MILLWORK
B. ACRYLIC LATEX SEALANT: ASTM C 834, PERMANENTLY FLEXIBLE EMULSION TYPE, NON -STAINING AND NON -BLEEDING;
A. DOORS: MANUFACTURER'S STANDARD GLAZED DOORS, FOR MANUAL SWING OPERATION.
1.2 QUALITY ASSURANCE
RECOMMENDED BY MANUFACTURER FOR GENERAL INTERIOR EXPOSURE.
1. MATCH EXISTING STOREFRONT OR BUILDING STANDARD UNLESS NOTED OTHERWISE.
A. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURING READY -MIXED CONCRETE PRODUCTS AND THAT
PART 1 - GENERAL
C. SINGLE COMPONENT SANITARY SILICON RUBBER: MOLD/MILDEW RESISTANT, ACID TYPE SEALANT FOR APPLICATION TO
B. DOOR HARDWARE: AS SPECIFIED IN DIVISION 8 SECTION "DOOR HARDWARE."
COMPLIES WITH ASTM C 94/C 94M REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT,
NON -POROUS SEALANT BOND SURFACES.
2.3 ALUMINUM FINISHES
PART 2 - PRODUCTS
1.1 SECTION INCLUDES:
D. RELATED MATERIALS: PROVIDE NON -ABSORBENT AND NON -STAINING PRIMERS, JOINT BACKERS, BOND -PREVENTIVE TAPE,
A. MATCH EXISTING STOREFRONT OR BUILDING STANDARD UNLESS NOTED OTHERWISE.
U
2.1 FORM -FACING MATERIALS
AND MASKING TAPE MATERIALS WHICH HAVE BEEN TESTED FOR COMPATIBILITY OR DURABILITY, WHICH ARE SPECIFICALLY
PART 3 - EXECUTION
A. SMOOTH -FORMED FINISHED CONCRETE: FORM -FACING PANELS THAT WILL PROVIDE CONTINUOUS, TRUE, AND SMOOTH
A. PREFINISHED SHOP FABRICATED WOOD CASEWORK: INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
RECOMMENDED FOR USE BY THE MANUFACTURER.
3.1 INSTALLATION
CONCRETE SURFACES. FURNISH IN LARGEST PRACTICABLE SIZES TO MINIMIZE NUMBER OF JOINTS.
1. MILLWORK.
2.3 PREPARATION
A. GENERAL:
2.2 STEEL REINFORCEMENT
2. GLASSWORK WHICH IS PART OF CABINETS, FIXTURES AND MILLWORK, AS SPECIFIED IN THIS SECTION.
A. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS.
1. FIT JOINTS TO PRODUCE HAIRLINE JOINTS FREE OF BURRS AND DISTORTION.
1
PLAN CHECK COMMENTS
1 /20/05
A. PLAIN -STEEL WELDED WIRE REINFORCEMENT: ASTM A 185, PLAIN, FABRICATED FROM AS -DRAWN STEEL WIRE INTO FLAT
3. METALS WHICH ARE PART OF CABINETS, FIXTURES AND MILLWORK, AS SPECIFIED IN THIS SECTION.
1. REMOVE ALL FOREIGN MATERIAL FROM JOINT SUBSTRATES THAT COULD INTERFERE WITH ADHESION OF JOINT SEALANT.
2. RIGIDLY SECURE NONMOVEMENT JOINTS.
O
ISSUED FOR PERMIT AND BID
1 /7/04
SHEETS.
4. HARDWARE WHICH IS PART OF CABINETS, FIXTURES AND.
SECTION 08111 - STANDARD STEEL DOORS AND FRAMES
3. INSTALL ANCHORS WITH SEPARATORS AND ISOLATORS TO PREVENT METAL CORROSION AND ELECTROLYTIC DETERIORATION.
B. BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING
5. GROUNDS, BLOCKING AND BACKING.
PART 1 - GENERAL
4. SEAL JOINTS WATERTIGHT, UNLESS OTHERWISE INDICATED.
No.
Revisions / Submissions
Date
REINFORCING BARS AND WELDED WIRE REINFORCEMENT IN PLACE. MANUFACTURE BAR SUPPORTS FROM STEEL WIRE,
"MANUAL
6. ALL PRIMER, TOUCH-UP AND FINISH LACQUER PAINTS PAINT AS REQUIRED TO ENSURE A CONSISTENT SEAMLESS
1.1 SUMMARY
B. METAL PROTECTION:
PLASTIC, OR PRECAST CONCRETE ACCORDING TO CRSI'S OF STANDARD PRACTICE."
2.3 CONCRETE MATERIALS
A. CEMENTITIOUS MATERIAL: USE THE FOLLOWING CEMENTTTIOUS MATERIALS, OF THE SAME TYPE, BRAND, AND SOURCE,
PAINT FINISH.
7. COORDINATION OF ELECTRICAL CONNECTIONS.
1.2 DEFINITIONS:
A. THIS SECTION INCLUDES STANDARD HOLLOW -METAL STEEL DOORS AND FRAMES.
PART 2 - PRODUCTS
2.1 STANDARD STEEL DOORS
1. WHERE ALUMINUM WILL CONTACT DISSIMILAR METALS, PROTECT AGAINST GALVANIC ACTION BY PAINTING CONTACT
SURFACES WITH PRIMER OR BY APPLYING SEALANT OR TAPE OR INSTALLING NONCONDUCTIVE SPACERS AS RECOMMENDED
BY MANUFACTURER FOR THIS PURPOSE.
THROUGHOUT PROJECT:
A. ARCHITECTURAL CABINETRY, FIXTURES AND MILLWORK INCLUDES WOOD FURRING, BLOCKING, SHIMS, AND HANGING STRIPS
A. GENERAL: PROVIDE DOORS OF DESIGN INDICATED, NOT LESS THAN THICKNESS INDICATED; FABRICATED WITH SMOOTH
2. WHERE ALUMINUM WILL CONTACT CONCRETE OR MASONRY, PROTECT AGAINST CORROSION BY PAINTING CONTACT
CARRILLO
1. PORTLAND CEMENT: ASTM C 150, TYPE [I]
FOR INSTALLING WOODWORK ITEMS UNLESS CONCEALED WITHIN OTHER CONSTRUCTION PRIOR TO WOODWORK INSTALLATION.
SURFACES, WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED FACES. COMPLY WITH ANSI A250.8.
SURFACES WITH BITUMINOUS PAINT,
B. NORMAL -WEIGHT AGGREGATES: ASTM C 33, GRADED, 3/4-INCH NOMINAL MAXIMUM COARSE -AGGREGATE SIZE.
1.3 QUALITY ASSURANCE:
1. CORE CONSTRUCTION: MANUFACTURER'S STANDARD KRAFT-PAPER HONEYCOMB, POLYSTYRENE, POLYURETHANE,
C. INSTALL COMPONENTS TO DRAIN WATER PASSING JOINTS, CONDENSATION OCCURRING WITHIN FRAMING MEMBERS, AND
A R C H I T E C T U R A L G R O UP I N C
9
C. WATER: ASTM C 94/C 94M[ AND POTABLE].
MINERAL -BOARD, OR VERTICAL STEEL -STIFFENER CORE THAT PRODUCES DOORS COMPLYING WITH ANSI A250.8.
MOISTURE MIGRATING WITHIN THE SYSTEM TO EXTERIOR.
J. Steven Carrillo 11231 Gold Express Dr.
1
D. AIR -ENTRAINING ADMIXTURE: ASTM C 260.
A. PERFORM WORK IN ACCORDANCE WITH AWI CUSTOM GRADE QUALITY.
2. VERTICAL EDGES FOR SINGLE -ACTING DOORS: BBEVElFO EDGE.
D. SET CONTINUOUS SILL MEMBERS AND FLASHING IN FULL SEALANT BED AS SPECIFIED IN DIVISION 7 SECTION "JOINT
A.I.A. C11.222 Suite 103
Gold River, CA 95670
m
2.4 VAPOR RETARDERS
A. MATCH EXISTING.
B. WOODWORK/MILLWORK MANUFACTURERS SHALL BE CERTIFIED BY THE AWI QUALITY CERTIFICATION PROGRAM AS COMPETENT
A. BEVELED EDGE: 1/8 INCH IN 2 INCHES.
3. TOP AND BOTTOM EDGES: CLOSED WITH FLUSH OR INVERTED 0.042-INCH- THICK END CLOSURES OR CHANNELS OF
SEALANTS' AND TO PRODUCE WEATHERTIGHT INSTALLATION.
E. INSTALL COMPONENTS PLUMB AND TRUE IN ALIGNMENT WITH ESTABLISHED LINES AND GRADES, WITHOUT WARP OR RACK.
916 266-6000
FAX 266-6006
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
2.5 CURING MATERIALS
TO PERFORM THE WORK SPECIFIED.
SAME MATERIAL AS FACE SHEETS.
F. INSTALL GLAZING AS SPECIFIED IN DIVISION 8 SECTION "GLAZING
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
A. CLEAR, WATERBORNE, MEMBRANE -FORMING CURING COMPOUND: ASTM C 309, TYPE 1, CLASS B, NONDISSIPATING[,
1.4 DELIVERY, STORAGE AND HANDLING
B. EXTERIOR DOORS: FACE SHEETS FABRICATED FROM METALLIC -COATED STEEL SHEET. PROVIDE DOORS COMPLYING WITH
REQUIREMENTS INDICATED BELOW BY REFERENCING ANSI A250.8 FOR LEVEL AND MODEL AND ANSI A250.4 FOR
G. ENTRANCES: INSTALL TO PRODUCE SMOOTH OPERATION AND TIGHT FIT AT CONTACT POINTS.
THESE PLANS. IDEAS AND DESIGNS OR M ARE NOT T BE REPRODUCED,
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
ARE
CERTIFIED BY CURING COMPOUND MANUFACTURER TO NOT INTERFERE WITH BONDING OF FLOOR COVERING].
PHYSICAL -ENDURANCE LEVEL:
1. EXTERIOR ENTRANCES: INSTALL TO PRODUCE TIGHT FIT AT WEATHER STRIPPING AND WEATHERTIGHT CLOSURE.
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
2.6 CONCRETE MIXTURES
2. FIELD -INSTALLED HARDWARE: INSTALL SURFACE -MOUNTED HARDWARE ACCORDING TO HARDWARE MANUFACTURERS'
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE DRAWING IS NOT
A. PREPARE DESIGN MIXTURES FOR EACH TYPE AND STRENGTH OF CONCRETE, PROPORTIONED ON THE BASIS OF LABORATORY
A. PROTECT UNITS FROM MOISTURE DAMAGE ACCORDING TO AWI QUALITY STANDARDS, SECTION 1700 - INSTALLATION.
WRITTEN INSTRUCTIONS USING CONCEALED FASTENERS TO GREATEST EXTENT POSSIBLE.
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT.
Drawing Title
9
TRIAL MIXTURE OR FIELD TEST DATA, OR BOTH, ACCORDING TO ACI 301.
B. PROTECT CABINETRY DURING TRANSIT, DELIVERY, STORAGE AND HANDLING TO PREVENT DAMAGE, SOILING AND
1. LEVEL 3 AND PHYSICAL PERFORMANCE LEVEL A (EXTRA HEAVY DUTY), MODEL 2 (SEAMLESS).
H. INSTALL PERIMETER JOINT SEALANTS A5 SPECIFIED IN DIVISION 7 SECTION "JOINT SEALANTS AND TO PRODUCE
B. PROPORTION NORMAL -WEIGHT CONCRETE MIXTURE AS FOLLOWS:
DETERIORATION.
1.5 COORDINATION
C. INTERIOR DOORS: FACE SHEETS FABRICATED FROM COLD -ROLLED STEEL SHEET, UNLESS OTHERWISE INDICATED TO COMPLY
WEATHERTIGHT INSTALLATION.
1. MINIMUM COMPRESSIVE STRENGTH 3500 AT 28 DAYS.
A. COORDINATE WORK WITH GENERAL CONTRACTOR, APPLICABLE MECHANICAL TRADE, ELECTRICAL TRADE AND ROUGH -IN.
WITH EXTERIOR DOOR REQUIREMENTS. PROVIDE DOORS COMPLYING WITH REQUIREMENTS INDICATED BELOW BY REFERENCING
ANSI A250.8 FOR LEVEL AND MODEL AND ANSI A250.4 FOR PHYSICAL -ENDURANCE LEVEL:
SECTION 08712 - DOOR HARDWARE
SPECIFIC TIONS
2.7 FABRICATING REINFORCEMENT
"MANUAL
B. COORDINATE SIZES AND LOCATIONS OF FRAMING, BLOCKING, FURRING, REINFORCEMENTS, AND OTHER RELATED UNITS
1.1 GENERAL
A. FABRICATE STEEL REINFORCEMENT ACCORDING TO CRSI'S OF STANDARD PRACTICE."
OF WORK SPECIFIED IN OTHER SECTIONS TO ENSURE THAT INTERIOR ARCHITECTURAL WOODWORK CAN BE SUPPORTED AND
1. LEVEL 2 AND PHYSICAL PERFORMANCE LEVEL B (HEAVY DUTY), 2 (SEAMLESS).
A. PROVIDE FINISH HARDWARE THROUGHOUT THE WORK AS NEEDED FOR A COMPLETE INSTALLATION AND AS SPECIFIED HEREIN.
2.8 CONCRETE MIXING
INSTALLED AS INDICATED.
2.2 STANDARD STEEL FRAMES
B. FIRE RATED OPENINGS: COMPLY WITH NFPA STANDARD NO. 80 AND LOCAL CODES FOR INSTALLATION OF HARDWARE IN
Seal e -11
Drawn
Checked
A. READY -MIXED CONCRETE: MEASURE, BATCH, MIX, AND DELIVER CONCRETE ACCORDING TO ASTM C 94/C 94M[ AND ASTM C
PART 2 - PRODUCTS
A. GENERAL: COMPLY WITH ANSI A250.8 AND WITH DETAILS INDICATED FOR TYPE AND PROFILE.
FIRE -RATED ASSEMBLIES, PROVIDE ONLY HARDWARE, WHICH HAS BEEN TESTED AND LISTED BY UL OR FM IN COMPLIANCE
1116], AND FURNISH BATCH TICKET INFORMATION.
B. EXTERIOR FRAMES: FABRICATED FROM METALLIC -COATED STEEL SHEET.
WITH REQUIREMENTS OF DOOR AND DOOR FRAME LABELS.
ARC�`
TCB
NSH
2.9 CONCRETE PLACEMENT
A. BEFORE PLACING CONCRETE, VERIFY THAT INSTALLATION OF FORMWORK, REINFORCEMENT, AND
PART 3 - EXECUTION
1. FRAMES FOR LEVEL 3 STEEL DOORS: 0.053-THICK STEEL SHEET, UNLESS OTHERWISE INDICATED].
C. IF EXISTING, REMOVE EXISTING DEADBOLTS WITH KEYED CYLINDER LOCKS INSIDE. REPLACE WITH NEW HARDWARE PER
' 7f
CA
Project No.
EMBEDDED ITEMS IS COMPLETE
C. INTERIOR FRAMES: FABRICATED FROM COLD -ROLLED STEEL SHEET, UNLESS OTHERWISE INDICATED TO COMPLY WITH
SCHEDULE.
p�
a
AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED.
3.1 EXAMINATION
EXTERIOR FRAME REQUIREMENTS.
D. KEYING: LOCK SETS SHALL BE KEYED TO OWNERS SYSTEM AND SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION.
�4
� �
04139.66
B. DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER OR IN HORIZONTAL LAYERS OF SUCH THICKNESS THAT NO NEW CONCRETE
1. FRAMES FOR LEVEL 2 STEEL DOORS: 0.053-INCH THICK STEEL SHEET, UNLESS OTHERWISE INDICATED].
FURNISH 2 HEYS PER LOCK WITH A MAXIMUM OF 8 KEYS PER KEYED ALIKE SET.
f < . .A
Date
WILL BE PLACED ON CONCRETE THAT HAS HARDENED ENOUGH TO CAUSE SEAMS OR PLANES OF WEAKNESS. IF A SECTION
A. VERIFY ADEQUACY OF BACKING AND SUPPORT FRAMING.
D. SUPPORTS AND ANCHORS: FABRICATED FROM ELECTROLYTIC ZINC -COATED OR METALLIC -COATED STEEL SHEET.
E. ADJUST AND CHECK OPERATION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND
CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS AS INDICATED. DEPOSIT CONCRETE TO AVOID
B. VERIFY MECHANICAL, ELECTRICAL, AND BUILDING ITEMS AFFECTING WORK OF THIS SECTION ARE PLACED AND READY TO
2.3 FABRICATION
SMOOTHLY.
1-7-05
SEGREGATION.
1. CONSOLIDATE PLACED CONCRETE WITH MECHANICAL VIBRATING EQUIPMENT ACCORDING TO ACI 301.
RECEIVE THIS WORK.
A. GENERAL: FABRICATE STANDARD STEEL DOORS AND FRAMES TO BE RIGID AND FREE OF DEFECTS, WARP, OR BUCKLE.
D SIZES AND PROFILES, WITH MI
ACCURATELY FORM METAL TO REQUIRED NIMUM RADIUS FOR THICKNESS OF METAL. WHERE
1.2 SUBMITTALS
A. SUBMIT HARDWARE AND KEYING SCHEDULES INDICATING EACH OPENING WITH DOOR NUMBER, DOOR AND FRAME SIZE, DOOR
' - J' No. CI p,�22 �Q
y REN a 105 �
Scale
FULL
C. COLD -WEATHER PLACEMENT: COMPLY WITH ACI 306.1.
AND FRAME MATERIAL, HAND OF DOOR, DEGREE OF OPENING, FIRE LABEL IDENTIFICATION AND OTHER SPECIAL DETAILS.
04-
D. HOT -WEATHER PLACEMENT: COMPLY WITH ACI 301.
PRACTICAL, FIT AND ASSEMBLE UNITS MANUFACTURER'S PLANT. T ENSURE PROPER ASSEMBLY AT PROJECT SITE,
CLEARLY IDENTIFY WORK THAT CANNOT BE PERMANENTLY FACTORY ASSEMBLED
B. PROVIDE TEMPLATES OR PHYSICAL SAMPLES OF THE ITEMS TO PERTINENT MANUFACTURERS OF DOORS AND FRAMES IN A
OF A��F
Drawing No.
BEFORE SHIPMENT.
TIMELY MANNER TO ASSURE ORDERLY PROGRESS OF THE WORK.
G -2
1
2
3
4
5
6
7
8
9
10 I
11
1 12
/
,��
1
2
3
4
5
6
7
8 9
10 111
12
1.3 ACCEPTABLE MANUFACTURERS: FOR EACH OF THE REQUIRED ITEMS OF FINISH HARDWARE, PROVIDE FORM ONE OF THE
PART 3 - EXECUTION
SPECIFIED MANUFACTURERS LISTED HEREIN.
3.1 INSTALLATION
G. SCHEDULING PAINTING: APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, PRETREATED, OR OTHERWISE PREPARED
A ARCHITECTURAL ID INSIDE DIAMETER VCT VINYL
BUTTS PBB
A. GENERAL: INSTALL ACOUSTICAL PANEL CEILINGS TO COMPLY WITH [ASTM C 636] [UBC STANDARD 25-21 AND SEISMIC
FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION.
AB ANCHOR BOLT IN INCH COMPOSITION TILE
Sprm
LOCKSETS PDQ INDUSTRIES, INC., ADAMS RITE
REQUIREMENTS INDICATED, PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND CISCA'S "CEILING SYSTEMS HANDBOOK."
1. OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCHUP PAINTED.
AC ACOUSTICAL CEILING INSUL INSULATION VERT VERTICAL
DOOR CLOSERS DORMA
B. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL PANELS TO BALANCE BORDER WIDTHS AT OPPOSITE
2. IF UNDERCOATS, STAINS, OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT, APPLY ADDITIONAL COATS UNTIL
AFF ABOVE FINISH FLOOR INT INTERIOR VEST VESTIBULE AW ACOUSTICAL WALLCOVERING
EXIT DEVICES DOOR CONTROLS INTERNATIONAL
EDGES OF EACH CEILING. AVOID USING LESS -THAN -HALF -WIDTH TILES AT BORDERS.
PAINT FILM IS OF UNIFORM FINISH, COLOR, AND APPEARANCE.
ACOUS ACOUSTICAL JAN JANITOR VIF VERIFY IN FIELD
-
MISCELLANEOUS DOOR CONTROLS INTERNATIONAL
PLATES AND PULLS SIGNATURE BRASS
C. SUSPEND CEILING HANGERS FROM BUILDING'S STRUCTURAL MEMBERS, PLUMB AND FREE FROM CONTACT WITH INSULATION
OR OTHER OBJECTS WITHIN CEILING PLENUM. SPLAY HANGERS ONLY WHERE REQUIRED[ AND, IF PERMITTED WITH
H. APPLICATION PROCEDURES: APPLY PAINTS AND COATINGS BY BRUSH, ROLLER, SPRAY, OR OTHER APPLICATORS ACCORDING
TO MANUFACTURER'S WRITTEN INSTRUCTIONS.
ADJ ADJACENT, ADJUSTABLE JST JOIST WALLCOVERING
AL, ALUM ALUMINUM JT JOINT VWC VINYL
1446 S A N T A A N CA
STOPS SIGNATURE BRASS
THRESHOLDS & SEALS REESE
FIRE -RESISTANCE -RATED CEILINGS,] TO MISS OBSTRUCTIONS; OFFSET RESULTING HORIZONTAL FORCES BY BRACING,
COUNTERSPLAYING, OR OTHER EQUALLY EFFECTIVE MEANS. WHERE WIDTH
I. MINIMUM COATING THICKNESS: APPLY PAINT MATERIALS NO THINNER THAN MANUFACTURER'S RECOMMENDED SPREADING RATE.
PROVIDE TOTAL DRY FILM THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURER.
ALT ALTERNATE W WEST
AP ACCESS PANEL KIT KITCHEN W/ WITH
'
PLAZA
SOUTH COAST
OF DUCTS AND OTHER CONSTRUCTION WITHIN
KP KICK PLATE
LOCK GUARD SIGNATURE BRASS
CEILING PLENUM PRODUCES HANGER SPACINGS THAT INTERFERE WITH LOCATION OF HANGERS, USE TRAPEZES OR
J. PRIME COATS: BEFORE APPLYING FINISH COATS, APPLY A PRIME COAT, AS RECOMMENDED BY MANUFACTURER, TO MATERIAL
APPROX APPROXIMATE WC WALL COVERING,
ARCH ARCHITECTURAL
1.4 HARDWARE SCHEDULE
EQUIVALENT DEVICES.
THAT IS REQUIRED TO BE PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. RECOAT PRIMED
LAM LAMINATE, LAMINATED WATER CLOSET
AW AWNING FABRIC WD
3611 SOUTH BRISTOL ST.
A. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION ABOUT HARDWARE, SPECIAL KEYING AND LOCKING ARRANGEMENT.
1. DO NOT SUPPORT CEILINGS DIRECTLY FROM PERMANENT METAL FORMS OR FLOOR DECK; ANCHOR INTO CONCRETE
AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT APPEARS, TO ENSURE A
LAV LAVATORY WOOD
WDO WINDOW
SLABS.
FINISH COAT WITH NO BURN -THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING.
B BASE LT LIGHT
WF WOOD FLOOR
SUITE B
2. DO NOT ATTACH HANGERS TO STEEL DECK TABS[ OR TO STEEL ROOF DECK].
3.2 CLEANING AND PROTECTING
BD BOARD M MECHANICAL WM WALK -OFF MAT
SANTA ANA, CA 92704
SECTION 08800 - GLAZING
GENERAL, 1 - GENE
A. AT THE END OF EACH WORKDAY, REMOVE EMPTY CANS, RAGS, RUBBISH, AND OTHER DISCARDED PAINT MATERIALS FROM
PROJECT SITE.
BG BUMPER GUARD M MOLDING W/O WITHOUT
BLDG BUILDING MACH MACHINE WPP WATERPROOF
PROJECT TEAM
1.1 SUMMARY
B. PROTECT WORK OF OTHER TRADES, WHETHER BEING PAINTED OR NOT, AGAINST DAMAGE FROM PAINTING, CORRECT DAMAGE
BLK BLOCK MATL MATERIAL WR WATER RESISTANT
BLKG BLOCKING
1. THIS SECTION INCLUDES GLASS AND GLAZING AS SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS
SECTION 09650 - RESILIENT FLOORING
BY CLEANING, REPAIRING OR REPLACING, AND REPAINTING, AS APPROVED BY ARCHITECT.
MAX MAXIMUM WT WEIGHT
BM BEAM
NEEDED TO MEET THE REQUIREMENTS OF THE CONSTRUCTION.
1.1 GENERAL
C. PROVIDE "WET PAINT" SIGNS TO PROTECT NEWLY PAINTED FINISHES. AFTER COMPLETING PAINTING OPERATIONS, REMOVE
MECH MECHANICAL
BO BOTTOM OF MEMB MEMBRANE
1.2 PERFORMANCE REQUIREMENTS
A. PROVIDE RESILIENT FLOORING WHERE INDICATED IN THE DRAWINGS AS REQUIRED HEREIN, AND AS NECESSARY FORA
TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS TO PROTECT THEIR WORK.
BOT BOTTOM MFR MANUFACTURER
OWNER'S PROJECT MANAGER
TRAMMELL CROW
A. GENERAL: PROVIDE GLAZING SYSTEMS CAPABLE OF WITHSTANDING NORMAL THERMAL MOVEMENT AND WIND AND IMPACT
COMPLETE AND PROPER INSTALLATION. THE WORK INCLUDES CALCULATION OF MATERIAL QUANTITY REQUIRED, LEVELING AND
1. AFTER WORK OF OTHER TRADES IS COMPLETE, TOUCH UP AND RESTORE DAMAGED OR DEFACED PAINTED SURFACES.
MH MANHOLE
LOADS WHERE APPLICABLE WITHOUT FAILURE, INCLUDING LOSS OR GLASS BREAKAGE ATTRIBUTABLE TO THE
( )
PATCHING OF CONCRETE FLOORS, INSTALLATION OF RESILIENT FLOORING AND ACCESSORIES.
COMPLY WITH PROCEDURES SPECIFIED IN PDCA P1.
CAB CABINET
MIN MINIMUM
FOLLOWING: DEFECTIVE MANUFACTURE, FABRICATION, AND INSTALLATION; FAILURE OF SEALANTS OR GASKETS TO REMAIN
1.2 SUBMITTALS
3.3 INTERIOR PAINT SCHEDULE
CEM CEMENT
CER CERAMIC MIR MIRROR
SPRINT PCS PROJECT MANAGER
=
WATERTIGHT AND AIRTIGHT; DETERIORATION OF GLAZING MATERIALS; OR OTHER DEFECTS IN CONSTRUCTION.
A. PRODUCT DATA: FOR EACH PRODUCT INDICATED.
A. WOOD:
CIF CONCRETE FINISH MISC MISCELLANEOUS
6100 SPRINT PARKWAY
1. GLAZING STANDARDS: COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION (FGMA)
PART 2 - PRODUCTS
1ST COAT PRIMER/FILLER AS REQUIRED
CG CORNER GUARD MO MASONRY OPENING
"GLAZING MANUAL AND SEALANT MANUAL EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED.
2.1 MATERIALS
2ND COAT INTERIOR SEMI -GLOSS ENAMEL
CJ CONTROL JOINT M/R MOISTURE RESISTANT
Mailstop: KSOPHKO410-4A554
REFER TO THOSE PUBLICATIONS FOR DEFINITIONS OF GLASS AND GLAZING TERMS NOT OTHER WISE DEFINED IN
A. VINYL COMPOSITION TILE: 12X12X1/8 VCT OR 36"X36" VINYL FLOORING PER FINISH SCHEDULE.
B. METAL:
CL CLOSET MTTD MOUNTED
OVERLAND PARK, KS 66251
THIS SECTION OR OTHER REFERENCED STANDARDS.
B. TRANSITION AND EDGE STRIPS; RUBBER, THICKNESS TO MATCH ADJACENT TILE, TAPERED, OR BULLNOSE EDGE. COLOR PER
1ST COAT PRIMER
CLKG CAULKING MTG MEETING, MOUNTINGMTL METAL
PHONE; (913) 315-5110
2. SAFETY GLAZING STANDARDS: WHERE SAFETY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAVING
FINISH SCHEDULE.
2ND COAT INTERIOR SEMI -GLOSS ENAMEL
MTL MULLION
CONTACT: RON GERARD ron.d.gerard®mail.sprint.com
JURISDICTION, PROVIDE TYPE OF PRODUCTS INDICATE WHICH COMPLY WITH ANSI Z97.1 AND TESTING
C. LEVELING COMPOUND: ARDEX SD-1
3RD COAT INTERIOR SEMI -GLOSS ENAMEL
CCLG LR CEILING
REQUIREMENTS OF 16 CFR PART 1201 FOR CATEGORY II MATERIALS.
D. ADHESIVE: WATER RESISTANT, NON -STAINING AS RECOMMENDED BY VCT MANUF.
C. CONCRETE:
CMU CONCRETE MASONRY UNIT N NORTH
3. GLASS PRODUCTS: TEMPERED GLASS - PROVIDE PRIME GLASS OF COLOR AND TYPE TO MATCH EXISTING,
WHICH HAS BEEN HEAT TREATED TO STRENGTHEN GLASS IN B ENDING TO NOT LESS THAN 4.5 TIMES ANNEALED
2.2 INSTALLATION
A. IF FLOOR LEVELING OR PREPARATION IS REQUIRED TO MAKE FLOOR SURFACE READY FOR FINISH WORK, CONTRACTOR SHALL
1ST COAT CONCRETE SEALER
D. WOOD DOORS:
COL COLUMN NED NEOPRENE
CONIC CONCRETE NIC NOT IN CONTRACT
COND CONDITION
ARCHITECT
CARRILLO ARCHITECTURAL GROUP, INC.
STRENGTH.
PREPARE FLOOR ARE PER MANUFACTURERS REQUIREMENTS.
1ST COAT PRIMER FILLER AS REQUIRED
/
NO NUMBER
CONSTR CONSTRUCTION
4. GLAZING SEALANT AND COMPONENTS: PROVIDE COLOR OF EXPOSED SEALANT AND COMPOUND, TAPES AND
B. INSTALL WALL TO WALL AND TO FIXED CABINETS AND UNDER FREESTANDING EQUIPMENT.
2ND COAT INTERIOR SEMI -GLOSS ENAMEL
CONT CONTINUOUS NTOS NOTTO11231
GOLD EXPRESS DR., SUITE 103
OTHER MATERIAL INDICATED OR IF NOT OTHERWISE INDICATED TO MATCH EXISTING. PROVIDE SETTING BLOCKS,
C. LAY OUT SQUARE, PARALLEL WITH STRAIGHT UNBROKEN JOINT LINES. FIT TIGHTLY AND ACCURATELY TO VERTICAL SURFACE,
CONTR CONTRACTOR
SHIMS, COMPRESSION SEALS, FELT AND NEOPRENE OR VINYL GLAZING CHANNELS AS REQUIRED FOR FIRST
FLOOR PLATES, THRESHOLDS, EDGING STRIPS WITH CLEAR CUTS.
SECTION 100D0 - MISCELLANEOUS SPECIALTIES
CORR CORRIDOR OA OVERALL
GOLD RIVER, CA 95670
CLASS WORKMAN LIKE JOB.
2.3 CLEANING AND FINISHING
1.1 SIGNS
CPT, C CARPET OBS OBSCURE
PHONE: (916) 266-6000
5. INSTALLATION:
A. CLEAN ALL RESILIENT FLOORING THOROUGHLY AND APPLY WAX OF FINISHING MATERIALS IN ACCORD WITH MANUFACTURERS
A. CONSTRUCTION MANAGER SHALL PROVIDE EXTERNAL SIGNAGE AND INSTALLATION. SIGN SUBCONTRACTOR IS RESPONSIBLE
CT CERAMIC TILE OC ON CENTER
FAX: 916 266-6006
( )
A. CLEAN GLAZING CHANNEL AND OTHER FRAMING MEMBERS TO RECEIVE GLASS IMMEDIATELY BEFORE
RECOMMENDATIONS.
B. POLISH THOROUGHLY. DELAY CLEANING AND FINISHING UNTIL JUST PRIOR
FOR ALL PERMITS AND ZONING ISSUES AS REQUIRED. CONTRACTOR TO COORDINATE LOCATION OF POWER FOR SIGNAGE.
CTR CENTER OD OUTSIDE DIAMETER
CENTER LINE OFF OFFICE
CONTACT: NATE HENINGER nateheninger@carrilloag.com
GLAZING. REMOVE COATINGS, WHICH ARE NOT FIRMLY BONDED TO SUBSTRATE. REMOVE LACQUER FROM
TO DATE OF SUBSTANTIAL COMPLETION.
B. INTERIOR ACCESSIBILITY SIGNS PER DRAWINGS.
OPNG OPENING
METAL SURFACES WHERE ELASTOMERIC SEALANTS ARE USED.
DCD DESIGN CONTROL DRAWINGS OPP OPPOSITE
B. COMPLY WITH FGMA GLAZING MANUAL AND MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. USE
SECTION 10801 - TOILET AND BATH ACCESSORIES
DET, DTL DETAIL OSB ORIENTED STRAND
MEP ENGINEERS
MANUFACTURER'S RECOMMENDED SPACERS, BLOCKS, PRIMERS, SEALERS, GASKETS AND ACCESSORIES.
SECTION 09653 - RESILIENT BASE
1.1 MANUFACTURERS
DIA DIAMETER BOARD
HENDERSON ENGINEERS
C. PROTECT GLASS FROM BREAKAGE IMMEDIATELY UPON INSTALLATION BY USE OF CROSSED STREAMERS
1.1 GENERAL
A. BOBRICK OR APPROVED EQUAL. TYPE 304 STAINLESS STEEL, TYPICAL.
DIFF DIFFUSER
ATTACHED TO FRAMING AND HELD AWAY FROM GLASS. DO NOT APPLY MARKERS TO SURFACES OF GLASS.
A. PROVIDE RESILIENT BASE WHERE INDICATED IN THE DRAWINGS, AS REQUIRED HEREIN, AND AS NECESSARY FOR A COMPLETE
B. WALL MOUNTED PAPER TOWEL DISPENSER SHALL BE BOBRICK MODEL NO. 9-262.
DIM DIMENSION P PAINT
DISP DISPENSER P PLUMBING
8325 LENEXA DRIVE, SUITE 400
REMOVE NON -PERMANENT LABELS AND CLEAN SURFACES. CURE SEALANTS FOR HIGH EARLY STRENGTH
AND PROPER INSTALLATION. THE WORK INCLUDES CALCULATION OF MATERIAL QUANTITY REQUIRED.
C. SOAP DISPENSER SHALL BE BOBRICK MODEL NO. B-111.
DIN DOWN PL PLATEDO
AND DURABILITY.
B. REPLACEMENT MATERIALS: AFTER COMPLETION OF WORK, DELIVER NOT LESS THAN 10 FEET OF EXTRA STOCK TO TENANT.
D. NAPKIN DISPOSAL SHALL BE BOBRICK MODEL NO. B-270.
DOOR OPENING P. LAM, PL- PLASTIC LAMINATE
LENEXA, KS 66214
D. WASH AND POLISH GLASS ON BOTH FACES NOT MORE THAN 4 DAYS PRIOR TO DATE SCHEDULED FOR
INSPECTIONS INTENDED TO ESTABLISH DATE OF SUBSTANTIAL COMPLETION. COMPLY WITH GLASS PRODUCT
EXTRAS SHALL BE FROM THE SAME BATCH AS THOSE INSTALLED.
1.2 SUBMITTALS
E. TOILET TISSUE DISPENSER SHALL BE BOBRICK MODEL N0, B-686.
F. GRAB BARS SHALL BE BOBRICK MODEL NO. B-6206 36 AND 48 INCH. ALL GRAB BARS SHALL BE SECURELY ANCHORED
DR DOOR PLAS PLASTER
DWG(S) DRAWING, DRAWINGS PLYWD PLYWOOD
PHONE: (913) 307-5464
FAX: (913) 307-5400
MANUFACTURERS RECOMMENDATIONS FOR FINAL CLEANING..
A. PRODUCT DATA: FOR EACH PRODUCT INDICATED.
WITH THE MANUFACTURERS RECOMMENDED MOUNTING KIT FOR APPROPRIATE TYPE OF CONSTRUCTION AND WILL SUPPORT
DWR DRAWER PMS PANTONE MATCHING
CONTACT: TREVOR JONES trevor. ones@hendersonen ineers.com
1 9
PART 2 - PRODUCTS
LOADS IN EXCESS OF 900 POUNDS.
SYSTEM
SECTION 09260 -GYPSUM BOARD ASSEMBLIES
2.1 MATERIALS
G. MIRRORS SHALL BE BOBRICK MODEL NO. B-293 SERIES TILT MIRROR 1830 OR APPROVED EQUAL,
E EAST PNL PANEL, PANELBOARD
EA EACH
PART 1 - GENERAL
A. RESILIENT BASE PER FINISH SCHEDULE.
H. SEAT COVER DISPENSER SHALL BE BOBRICK MODEL N0. B-221.
PP PREFINISHED PANELS
EIFS EXTERIOR INSULATION
LANDLORD
1.1 SUMMARY
B. ADHESIVE: WATER RESISTANT, NON -STAINING AS RECOMMENDED BY MANUF.
I. COAT HOOK SHALL BE BOBRICK MODEL NO. B-682.
FINISH SYSTEM PR PAIR
PROP PROJECT
INVESTCORP / ORANGE BRISTOL, LP
A THIS SECTION INCLUDES THE FOLLOWING:
2.2 INSTALLATION
J. MOP AND BROOM HOLDER SHALL BE BOBRICK MODEL NO. B-223.
EJ EXPANSION JOINT PROP PROPERTY
�-
1. INTERIOR GYPSUM WALLBOARD.
2. TILE BACKING PANELS.
A. INSTALL AROUND CABINETS AND OTHER STANDING EQUIPMENT.
B. SET STRAIGHT AND EVEN, JOINTS CLOSELY FITTED AND FLUSH, TOP AND BOTTOM, EDGES IN FIRM, FULL CONTACT WITH
1.2 INSTALLATION
A. INSTALL ACCESSORIES USING FASTENERS APPROPRIATE TO SUBSTRATE INDICATED AND RECOMMENDED BY UNIT
EL, ELEV ELEVATION PT PRESSURE TREATED
E ELEC ELECTRIC, ELECTRICAL
� PT POINT
280 PARK AVE, 36TH FLOOR
3. NON -LOAD -BEARING STEEL FRAMING.
FLOOR AND WALL, OR TREADS AND ENTIRE BACKSIDE BONDED TO SUBSTRATE. PREVENT STAINING OF ADJACENT SURFACES.
MANUFACTURER. INSTALL UNITS LEVEL, PLUMB, AND FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED.
ELEV ELEVATOR
PTN PARTITION
NEW YORK, NY 10017
1.2 QUALITY ASSURANCE
2.3 CLEANING AND FINISHING:
B. ADJUST ACCESSORIES FOR UNENCUMBERED, SMOOTH OPERATION AND VERIFY THAT MECHANISMS FUNCTION PROPERLY.
EMER EMERGENCY
PWR POWER
PHONE: (212) 577-1414
A. FIRE -TEST -RESPONSE CHARACTERISTICS: FOR GYPSUM BOARD ASSEMBLIES WITH FIRE -RESISTANCE RATINGS, PROVIDE
A. CLEAN ALL RESILIENT BASE THOROUGHLY IN ACCORD WITH MANUFACTURES RECOMMENDATIONS.
REPLACE DAMAGED OR DEFECTIVE ITEMS. REMOVE TEMPORARY LABELS AND PROTECTIVE COATINGS.
ENCL ENCLOSURE
EQUIP EQUIPMENT
CONTACT: HEATHER MUTTERPERL
MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 119 BY AN
B. REMOVE STAINS AND EXCESS ADHESIVE FROM BASE AND ADJACENT SURFACES WITHOUT INJURY TO SURFACES.
SECTION 1100 - EQUIPMENT
EWC ELECTRIC WATER COOLER QT QUARRY TILE
QTY QUANTITY
INDEPENDENT TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.
C. REMOVE ALL SCRAPS AND RUBBISH.
1.3 PROVIDE THE FOLLOWING EQUIPMENT WHERE NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. PROVIDE ALLOWANCES AS
EXH EXHAUST
PART 2 - PRODUCTS
INDICATED BELOW.
EXIST EXISTING R RISER
2.1 MANUFACTURERS
A. IN OTHER PART 2 ARTICLES WHERE SUBPARAGRAPH TITLES BELOW INTRODUCE LISTS, THE FOLLOWING REQUIREMENTS APPLY
FOR PRODUCT SELECTION:
SECTION 09912 -PAINTING
PART 1 - GENERAL
1.1 SUMMARY
A. REFRIGERATOR: 6 TO 8 CUBIC FEET, $300 ALLOWANCE.
B. MICROWAVE: $100 ALLOWANCE.
EXP EXPANSION, EXPOSED RAD, R RADIUS
EXT EXTERIOR RD ROOF DRAIN
F FIXTURE REFL REFLECTED
1. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS THAT MAY BE INCORPORATED INTO
A. THIS SECTION INCLUDES SURFACE PREPARATION AND FIELD PAINTING OF EXPOSED ITEMS AND SURFACES.
FA FIRE ALARM REINF REINFORCED
THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE PRODUCTS SPECIFIED.
1.2 PROJECT CONDITIONS
SECTION 1200 - FURNISHINGS
FD FLOOR DRAIN REQ, REQD REQUIRED
2.2 STEEL FRAMING
A. STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN A WELL -VENTILATED AREA AT A MINIMUM AMBIENT
1.4 GENERAL
FDN FOUNDATION RESIL RESILIENT
RF RESILIENT FLOORING
A. STEEL FRAMING, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED.
TEMPERATURE OF 45 DEG F. MAINTAIN STORAGE CONTAINERS IN A CLEAN CONDITION, FREE OF FOREIGN MATERIALS AND
A. CONTRACTOR SHALL COORDINATE THE DELIVERY AND INSTALLATION OF FIXTURES AND OTHER ITEMS SUPPLIED, AND INSTALLED
FE FIRE EXTINGUISHER RM ROOM
1. STEEL SHEET COMPONENTS: METAL COMPLYING WITH ASTM C 645 REQUIREMENTS.
RESIDUE.
BY THE TENANTS VENDORS.
FEC FIRE EXTINGUISHER CABINET RO ROUGH OPENING
B. SUSPENDED CEILING AND SOFFIT FRAMING:
B. APPLY WATERBORNE PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO BE PAINTED AND SURROUNDING AIR ARE BETWEEN
B. CONTRACTOR SHALL ASSEMBLE AND INSTALL FURNISHINGS PROVIDED BY SPRINT PCS, INCLUDING FURNITURE, SHELVING
FIN FINISH RWL RAIN WATER LEADER
w
1. TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625-INCH- DIAMETER WIRE, OR DOUBLE
50 AND 90 DEC.
SYSTEM, TELEVISIONS, DVDS, AND TECH BENCHES.
FIX, FIXT FIXTURE
FL, FLR FLOOR S SOUTH
STRAND OF 0.0475-INCH- DIAMETER WIRE.
C. APPLY SOLVENT -THINNED PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO BE PAINTED AND SURROUNDING AIR ARE
SECTION 12484 -FLOOR MAT do FRAME
FLASH FLASHING SC SOLID CORE
2. HANGER ATTACHMENTS TO CONCRETE:
BETWEEN 45 AND 95 DEG F.
1.1 MANUFACTURE
FLUOR FLUORESCENT SCHED SCHEDULE
A. POWDER -ACTUATED FASTENERS: SUITABLE FOR APPLICATION INDICATED, FABRICATED FROM CORROSION -RESISTANT
1.3 EXTRA MATERIALS
A. CONSTRUCTION SPECIALTIES, INC.
FOC FACE OF CONCRETE SD SOAP DISPENSER
MATERIALS, WITH CLIPS OR OTHER DEVICES FOR ATTACHING HANGERS OF TYPE INDICATED, AND CAPABLE OF
A. FURNISH EXTRA PAINT MATERIALS FROM THE SAME PRODUCTION RUN AS THE MATERIALS APPLIED AND IN THE QUANTITIES
FOF FACE OF FINISH SECT SECTION
SUSTAINING, WITHOUT FAILURE, A LOAD EQUAL TO [10] TEN TIMES THAT IMPOSED BY CONSTRUCTION AS DETERMINED
DESCRIBED BELOW. PACKAGE WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFY WITH LABELS DESCRIBING CONTENTS.
B. PEDIMENT AA, ALUMINUM LEVEL BASE RECESSED FRAME, CLEAR ANODIZED. EXTERIOR CARPET #7323 CASTLE GRAY. 1" BLACK
FOS FACE OF STUDS SF SQUARE FEET
BY TESTING ACCORDING TO ASTM E 1190 BY A QUALIFIED INDEPENDENT TESTING AGENCY.
DELIVER EXTRA MATERIALS TO OWNER.
VINYL EDGE.
FOW FACE OF WALL SH SHELF
3. WIRE HANGERS: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.162-INCH DIAMETER.
1. QUANTITY: [3] THREE PERCENT, BUT NOT LESS THAN 1 GAL OF EACH MATERIAL AND COLOR APPLIED.
PART 2 - PRODUCTS
SECTION 1500 - MECHANICAL REFER TO MECHANICAL/PLUMBING PLANS
FIR FIRE RATED/RETARDANT SHT SHEET
FRP FIBERGLASS REINFORCED SLM SIMILAR
4. CARRYING CHANNELS: COLD -ROLLED, COMMERCIAL -STEEL SHEET WITH A BASE METAL THICKNESS OF 0.0538 INCH ,A
MINIMUM 1/2-INCH- WIDE FLANGE, AND IN DEPTH INDICATED.
2.1 MANUFACTURERS
A. PRODUCTS: AS LISTED IN THE FINISH SCHEDULE.
SECTION 160D - ELECTRICAL REFER TO ELECTRICAL PLANS
POLYESTER PANEL SL SLIDING
FRTW FIRE RETARDANT TRTD. WD. SPEC SPECIFICATION
5. FURRING CHANNELS (FURRING MEMBERS):
1. BENJAMIN MOORE & CO. (BENJAMIN MOORE .
)
URR FFr ORTING FEET SQ SQUARE
A. AS INDICATED ON DRAWINGS.
C. GRID SUSPENSION SYSTEM FOR INTERIOR CEILINGS: ASTM C 645, DIRECT -HUNG SYSTEM COMPOSED OF MAIN BEAMS AND
2. SHERWIN -WILLIAMS CO. (SHERWIN-WILLIAMS).
SS STAINLESS STEEL
ST STAIN
CROSS -FURRING MEMBER$ THAT INTERLOCK.
3. GLIDDEN CO. (THE GLIDDEN COMPANY).
G GRAPHIC STD STANDARD
D. PARTITION AND SOFFIT FRAMING:
4. PPG INDUSTRIES INC. (PPG).
G GROUT STL STEEL
GA GAUGE STOR STORAGE
o
1. AS INDICATED ON DRAWINGS.
2.3 TRIM ACCESSORIES
A. INTERIOR TRIM: ASTM C 1047.
5. SHERWIN-WILLIAMS CO. (SHERWIN-WILLIAMS).
3. OR EQUAL AS APPROVED BY SPRINT PROJECT MANAGER
2.2 PAINT MATERIALS, GENERAL
GALV GALVANIZED SSTRUCTURAL
GB GRAB BAR SUSPSP SUSPENDED
GC GENERAL CONTRACTOR SYM SYMMETRICAL
..
2.4 JOINT TREATMENT MATERIALS
A. MATERIAL COMPATIBILITY: PROVIDE BLOCK FILLERS, PRIMERS, AND FINISH -COAT MATERIALS THAT ARE COMPATIBLE WITH ONE
GL GLASS
A. GENERAL: COMPLY WITH ASTM C 475.
ANOTHER AND WITH THE SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY
GND,GRND GROUND T TEMPERED
B. JOINT TAPE:
MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE.
GWB GYPSUM WALLBOARD T TILE
1. INTERIOR GYPSUM WALLBOARD: PAPER.
B. MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST -QUALITY PAINT MATERIAL OF THE VARIOUS COATING TYPES SPECIFIED
GYP GYPSUM TEL TELEPHONE
2. EXTERIOR GYPSUM SOFFIT BOARD: PAPER.
THAT ARE FACTORY FORMULATED AND RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED. PAINT -MATERIAL
THK THICK,
C. JOINT COMPOUND FOR INTERIOR GYPSUM WALLBOARD: FOR EACH COAT USE FORMULATION THAT IS COMPATIBLE WITH OTHER
CONTAINERS NOT DISPLAYING MANUFACTURER'S PRODUCT IDENTIFICATION WILL NOT BE ACCEPTABLE.
HB HOSE BIBB THICKNESS
HC HANDICAPPED TOS TOP OF STEEL
COMPOUNDS APPLIED ON PREVIOUS OR FOR SUCCESSIVE COATS.
C. COLORS: AS CALLED OUT IN FINISH SCHEDULE.
HD HEAD TOW TOP OF WALL
PART 3 - EXECUTION
3.1 NON -LOAD -BEARING STEEL FRAMING INSTALLATION
2.3 PREPARATORY COATS
A. CONCRETE UNIT MASONRY BLOCK FILLER: HIGH-PERFORMANCE LATEX BLOCK FILLER OF FINISH COAT MANUFACTURER AND
HDWD HARDWOOD TT TOILET TISSUE
HDWR HARDWARE DISPENSER
A. GENERAL: COMPLY WITH ASTM C 754, AND ASTM C 840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION.
RECOMMENDED IN WRITING BY MANUFACTURER FOR USE WITH FINISH COAT AND ON SUBSTRATE INDICATED.
HM HOLLOW METAL TYP TYPICAL
B. SUSPENDED CEILING AND SOFFIT FRAMING:
2.4 INTERIOR FINISH COATS
HORIZ HORIZONTAL
1. SUSPEND CEILING HANGERS PLUMB AND FREE FROM CONTACT WITH INSULATION OR OTHER OBJECTS WITHIN CEILING
A. INTERIOR SEMI -GLOSS ALKYD ENAMEL:
HR HOUR UNF UNFINISHED
PLENUM THAT ARE NOT PART OF SUPPORTING STRUCTURAL OR CEILING SUSPENSION SYSTEM. SPLAY HANGERS ONLY
1. AS CALLED OUT IN FINISH SCHEDULE.
LION UNLESS
HT HEIGHT OTHERWISE
WHERE REQUIRED TO MISS OBSTRUCTIONS AND OFFSET" RESULTING HORIZONTAL FORCES BY BRACING, COUNTERSPLAYING,
PART 3 - EXECUTION
HVAC HEATING, VENTILATING, NOTED
OR OTHER EQUALLY EFFECTIVE MEANS.
3.1 APPLICATION
AIR CONDITIONING
2. WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM PRODUCES HANGER SPACINGS THAT
A. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS, WITH APPLICATOR PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR
INTERFERE WITH THE LOCATION OF HANGERS REQUIRED TO SUPPORT STANDARD SUSPENSION SYSTEM MEMBERS, INSTALL
PAINT APPLICATION.
SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS IN FORM OF TRAPEZES OR EQUIVALENT DEVICES. SIZE
B. COORDINATION OF WORK: REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE COMPATIBILITY OF THE
SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS TO SUPPORT CEILING LOADS WITHIN PERFORMANCE LIMITS
ESTABLISHED BY REFERENCED STANDARDS.
TOTAL SYSTEM FOR VARIOUS SUBSTRATES. ON REQUEST, FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS
TO ENSURE USE OF COMPATIBLE PRIMERS.
C 1 O
ABBREVIATIONS
PLAN CHECK COMMENTS
1
1 20 05
/
3. ATTACH HANGERS TO STRUCTURAL MEMBERS. DO NOT SUPPORT CEILINGS FROM OR ATTACH HANGERS TO PERMANENT
C. REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, LIGHTING FIXTURES, AND SIMILAR ITEMS
1
ISSUED FOR PERMIT AND BID
1/7/04
METAL FORMS, STEEL DECK TABS, STEEL ROOF DECKS, DUCTS, PIPES, OR CONDUIT.
ALREADY INSTALLED THAT ARE NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR
C. PARTITION AND SOFFIT FRAMING:
WEIGHT OF THE ITEM, PROVIDE SURFACE -APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING.
No.
Revisions / Submissions
Date
1. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR WALLS, INSTALL ISOLATION STRIP BETWEEN STUDS AND WALL
1. AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA, REINSTALL ITEMS REMOVED USING WORKERS
2. EXTEND PARTITION FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED CEILINGS,
EXCEPT WHERE PARTITIONS ARE INDICATED TO TERMINATE AT SUSPENDED CEILINGS. CONTINUE FRAMING OVER FRAMES
FOR DOORS AND OPENINGS AND FRAME AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING TO PROVIDE SUPPORT
SKILLED IN THE TRADES INVOLVED.
D. SURFACE PREPARATION: CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING TO MANUFACTURER'S WRITTEN
INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION AND AS SPECIFIED.
DOOR MARK ROOM ROOM NAME & DESCRIPTION 1 PARTITION KEY - WALL TYPES DETAIL NUMBER
CARRILLO
FOR GYPSUM BOARD.
1. PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME.
TAG.*
3. FRAME DOOR OPENINGS TO COMPLY WITH GA-600 AND WITH GYPSUM BOARD MANUFACTURER'S APPLICABLE WRITTEN
RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON
2. CEMENTITIOUS MATERIALS: REMOVE EFFLORESCENCE, CHALK, DUST, DIRT, GREASE, OILS, AND RELEASE AGENTS.R
ROUGHEN AS REQUIRED TO REMOVE GLAZE. IF HARDENERS OR SEALERS HAVE BEEN USED TO IMPROVE CURING, USE
101 ROOM INDICATOR TAG
Ode THE DETAIL. DTL __ DETAIL MARK
A R C H I T E C T U R A L G R O UP I N C
WALL /PARTITION
DOOR FRAMES; INSTALL RUNNER TRACK SECTION (FOR CRIPPLE STUDS) AT HEAD AND SECURE TO JAMB STUDS.
MECHANICAL METHODS OF SURFACE PREPARATION.
ROOM NUMBER SHT
J. Steven Carrillo 11231 Gold Express Dr.
A. INSTALL TWO STUDS AT EACH JAMB, UNLESS OTHERWISE INDICATED.
3. FERROUS METALS: CLEAN UNGALVANIZED FERROUS -METAL SURFACES THAT HAVE NOT BEEN SHOP COATED; REMOVE OIL,
101 DOOR NUMBER ROOM PARTITION TYPES SHEET NUMBER
A.I.A. C11.222 Gold RiSuite ver, CA 95670
"' ""
4. FRAME OPENINGS OTHER THAN DOOR OPENINGS THE SAME AS REQUIRED FOR DOOR OPENINGS, UNLESS OTHERWISE
GREASE, DIRT, LOOSE MILL SCALE, AND OTHER FOREIGN SUBSTANCES. USE SOLVENT OR MECHANICAL CLEANING
DETAIL
916 266-6000
FAX 266-6006
m
INDICATED. INSTALL FRAMING BELOW SILLS OF OPENINGS TO MATCH FRAMING REQUIRED ABOVE DOOR HEADS.
METHODS THAT COMPLY WITH SSPC'S RECOMMENDATIONS.
DOOR COLUMN GRID LINE
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
D. Z-FURRING MEMBERS: ERECT INSULATION VERTICALLY AND HOLD IN PLACE WITH Z-FURRING MEMBERS.
3.2 PANEL PRODUCT INSTALLATION
A. TREAT BARE AND SANDBLASTED OR PICKLED CLEAN METAL WITH A METAL TREATMENT WASH COAT BEFORE PRIMING.
12 FIXTURE TAG
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
A. GYPSUM BOARD: COMPLY WITH ASTM C 840 AND GA-216.
B. TOUCH UP BARE AREAS AND SHOP -APPLIED PRIME COATS THAT HAVE BEEN DAMAGED. WIRE -BRUSH, CLEAN WITH
SOLVENTS RECOMMENDED BY PAINT MANUFACTURER, AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT.
12 - -- - -- -- - -- --�--
O SHEET NOTES - Al REVISIONS MARK
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE
DRAWING IS NOT
4. GALVANIZED SURFACES: CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED SOLVENTS SO SURFACE IS FREE OF
NEW WORK NOTE FIXTURE TAG NUMBER COLUMN REFERENCE MARK
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT.
SECTION 09511 - ACOUSTICAL PANEL CEILINGS
OTOCK BY MECHAN CANT MINAN S. REMOVE PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL
SHEET NOTES FIXTURE TAG COLUMN REFERENCE GRIDS REVISIONS
Drawing Title
PART 1- GENERAL-
1.1 SUMMARY
E. MATERIAL PREPARATION:
1. MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, FREE OF FOREIGN MATERIALS AND
S P E C I I- I CST I O N S
A. THIS SECTION INCLUDES ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS FOR CEILINGS.
PART 2 - PRODUCTS
PA2.MANUFACTURERS
A. PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION GRID AS SHOWN AND SCHEDULED ON THE DRAWINGS,
RESIDUE.
2. STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. STIR AS REQUIRED DURING
APPLICATION. DO NOT STIR SURFACE FILM INTO MATERIAL. IF NECESSARY, REMOVE SURFACE FILM AND STRAIN
MATERIAL BEFORE USING.
A.F.F. CUT LINE SECTION NUMBER
�. HEIGHT DATUM ELEVATION NUMBER
TA- �--- FURNITURE TAG /
TOILET ACCESSORY ELV ELV
10'-0" CEILING HEIGHT TAG CUT OR ELEVATION MARK
Seal �_�
Drawn
Checked
AND SPECIFIED HEREIN.
2.2 GENERAL
F. EXPOSED SURFACES: INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, GRILLES, CONVECTOR COVERS,
�- SECTION MARK SHT SHT SHEET NUMBER
P-1 FINISHES TAG FURNITURE TAG % SHT
AR
D Cyf
TCB
NSH
COVERS FOR FINNED -TUBE RADIATION, AND SIMILAR COMPONENTS ARE IN PLACE. EXTEND COATINGS IN THESE AREAS, AS
SHEET NUMBER
A. ACOUSTICAL PANEL STANDARD: COMPLY WITH ASTM E 1264.
B. METAL SUSPENSION SYSTEM STANDARD: COMPLY WITH ASTM C 635.
"DIRECT
REQUIRED, TO MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION.
1. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR EXPOSED SURFACES. BEFORE
FINISHES TOILET ACCESSORY SECTION ELEVATION INDICATOR
Cl
0,
Project No.
04139.66
C. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1, HUNG,"
FINAL INSTALLATION OF EQUIPMENT, PAINT SURFACES BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH
Date
UNLESS OTHERWISE INDICATED,
PRIME COAT ONLY.
D. WIRE HANGERS, BRACES, AND TIES: ZINC -COATED CARBON -STEEL WIRE; ASTM A 641/A 641M, CLASS 1 ZINC COATING,
SOFT TEMPER.
2. PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT, NONSPECULAR BLACK PAINT WHERE VISIBLE THROUGH REGISTERS OR
GRILLES.
A7
�°
GRAPHICS
o. CI 22
1-7-05
E. METAL EDGE MOLDINGS AND TRIM: TYPE AND PROFILE INDICATED OR, IF NOT INDICATED, MANUFACTURER'S STANDARD
3. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES.
9 REN % 5
Scale
MOLDINGS FOR EDGES AND PENETRATIONS THAT FIT ACOUSTICAL PANEL EDGE DETAILS AND SUSPENSION SYSTEMS INDICATED;
FULL
FORMED FROM SHEET METAL OF SAME MATERIAL, FINISH, AND COLOR AS THAT USED FOR EXPOSED FLANGES OF
4. FINISH EXTERIOR DOORS ON TOPS, BOTTOMS, AND SIDE EDGES THE SAME AS EXTERIOR FACES.
0��
F C
Drawing No.
SUSPENSION SYSTEM RUNNERS.
-3
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1 11
12
SP11W
48" MIN. 48" X
10" 30" 30" 24" 1 d' 3Y'
PULL SIDE ,, 48" MIN.
I 24" MIN, CLEAR AT
MAX] MAX
? EXTERIOR DOORS
_
Z
= 18" MIN. I,CLEAR AT
INTERIOR DOORS
1446 SANTA ANA CA
_ XZ
CO
�'
SOUTH COAST PLAZA
/
12" MIN.
3611 SOUTH BRISTOL ST.
x M
:2 PROVIDE 12" * PROVIDE THIS ADDITIONAL 12" SPACE
SUITE B
Z Z
48" MIN. 48" MIN.
ADDITIONAL SPACE
t IF DOOR IS EQUIPPED IF D00& IA CLLO ER.D WITH BOTH A
TCH
PUSH SIDE WITH BOTH A
SANTA ANA, CA 92704
LATCH & A CLOSER. DOOR IN SERIES
PROJECT TEAM
HIGH FORWARD MAX. FORWARD REACH OVER CLEAR FLOOR SPACE MAXIMUM SIDE REACH HIGH AND LOW
OWNER'S PROJECT MANAGER
REACH LIMIT AN OBSTRUCTION PARALLEL APPROACH OVER OBSTRUCTION SIDE REACH LIMITS
48" MIN.
FRONT APPROACH
TRAMMELL CROW
NOTE: NOTES:
=
X SHALL BE LESS THAN OR EQUAL TO 25 INCHES. Z SHALL BE GREATER
THAN OR EQUAL TO X. WHEN X IS LESS THAN 20 INCHES, THEN Y SHALL 1. MINIMUM CLEAR FLOOR SPACE ALLOWING FOR FORWARD OR PARALLEL APPROACH
I �
SPRINT PCS PROJECT MANAGER
6100 SPRINT PARKWAY
BE 48 INCHES MAX. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 BY A WHEEL CHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES
PULL SIDE
INCHES MAX. AND OTHER EQUIPMENT.
36 MIN. * *
Mailsto KSOPHK0410-4A554
p
2. THE HIGHEST OPERABLE PART OF CONTROLS AND MECHANISMS SHALL BE PLACED
z z
� �
OVERLAND PARK, KS 66251
PHONE; (913) 315-5110
WITHIN AT LEAST ONE REACH RANGE BASED UPON DIRECTION OF APPROACH AND
CONTACT: RON GERARD ron.d.gerard®mail.sprint.com
OBSTRUCTIONS.
-► N
3. ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED
NO LESS THAN 15" ABOVE FLOOR. OUTLETS AND RECEPTACLES NOT NORMALLY INTENDED
FOR USE BY BUILDING OCCUPANTS NOT REQUIRED TO COMPLY.
BOTH DOORS OPEN OUT
ARCHITECT
CARRILLO ARCHITECTURAL GROUP, INC.
4. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND
I I
11231 GOLD EXPRESS DR., SUITE 103
SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.
z
48"
GOLD RIVER, CA 95670
THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS.
MIN.
54" MIN.
� a.
PHONE: (916) 266-6000
PUSH SIDE *�
FAX: (916) 266-6006
�
G l
REACH RANGES
CONTACT: HATE HENINGER nateheningerC�carrilloag,com
* NOTE: 48" MIN. IF DOOR HAS
MEP ENGINEERS
BOTH A LATCH & A CLOSER � �
HENDERSON ENGINEERS
NTS
PER SECTION 11 B C.B.C.
HINGE APPROACH DOORS AT OPPOSITE WALLS
8325 LENEXA DRIVE, SUITE 400
FLUSH ACTIVATOR TO EDGE OF
GENERAL SIGNAGE NOTES: LATCH SIDE
LENEXA, KS 66214
ON WIDE SIDE WATER CLOSET CENTERLINE OF FIXTURE. CENTERLINE OF FIXTURE.
INTERNATIONAL SYMBOL OF ACCESSIBILITY: 5
PULL
PHONE: (913) 307-5464
CENTERLINE CENTERLINE �� 18" FLUSH ACTIVATORBACKGROUND,-
1 g FLUSH ACTIVATOR
1. WHITE FIGURE AND BORDER ON BLUE
SIDE
FAX: 913 307-5400
( )
OF FIXTURE OF FIXTURE ON WIDE SIDE ON WIDE SIDE 48"CONTACT:
18" 18" MIN.
32 MIN. TO 32 MIN, TO o 19„
COLOR NO.15090 IN FEDERAL STD, 595E
LETTERS AND NUMBERS:
1. 1" MINIMUM LETTER HEIGHT. ADA ROOM
TREVOR JONES trevor.Jones®hendersonengineers.com
LANDLORD
INVESTCORP / ORANGE BRISTOL, LP
28° WATER F EDGE OF \ MAX.
2. WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1 IDENTIFICATION
2CD
`0 ~
CLOSET
10
WDTH HEIGHT RATIO BETWEN 1:5 AND 1: CD SIGN
CLOSEET
CLEAR
4. CONTRAS3. T AIRACTERS AND SYMBOL WIETH BACKGROUND.
5. SANS SERIF' CHARACTERS, UPPERCASE. DOOR
I
280 PARK AVE, 36TH FLOOR
NEW YORK, NY 10017
N z FLOOR p
N 60" MIN. � n � SPACE
RAISED AND RECESSED CHARACTERS AND SYMBOLS: MOUNTED
1. LETTERS AND NUMBERS MINIMUM 1/32". SIGN
z 24" MIN.
PHONE: (212) 577-1414
CONTACT: HEATHER MUTTERPERL
00
Zck� 36L
DIA. CLR. _
2. RAISED SYMBOLS MINIMUM 5/8" TO MAXIMUM 2" HIGH.
vo " \ /
BRAILLE:
1. USE CONTRACTED GRADE 2 BRAILLE. DOTS SHALL BE 0.1
* PUSH SIDE
32" MIN. Z MIN.
�
48" MIN.
CLR.cc)
INCH ON CENTER IN EACH CELL.
2. 0.2 INCH SPACE BETWEEN CELLS.
3. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND.
DOORS AT ADJACENT WALLS
*NOTE: 48" MIN. IF
CLH.
Ll
PICTOGRAMS:
DOOR HAS A CLOSER VESTIBULE NOTES:
1. BORDER DIMENSION OF PICTOGRAM SHALL BE A MINIMUM OF 6°
LATCH APPROACH
HIGH.
1. SPACE BETWEEN TWO CONSECUTIVE
ADDITIONAL STALL
2. PICTOGRAMS SHALL BE ACCOMPANIED BY EQUIVALENT
DOORS IN A VESTIBULE, IN OTHER THAN
SINGLE OCCUPANCY MULTIPLE TOILET STALL MULTIPLE TOILET STALL w/ OUTWARD ACTING DOOR CLEAR FLOOR SPACE
VERBAL DESCRIPTION DIRECTLY BELOW.
DOOR CLEAR SPACE A STAIRWAY EXIT, SHALL PROVIDE A MIN.
ET TOILFRONT ENTRY SIDE ENTRY AND PARALLEL GRAB BARS. AT LAVATORIES
EXTERIOR SIGNS:
48" CLEAR BETWEEN DOORS IN 90' OPEN
„ "
36 GRAB BA " MI 36" 12
48" GRAB BA 1 1 2 1 1 /4" TO
1 1/2 NOMINAL 60
12" DIAMETER.
MAX.
1. REFLECTORIZED PORCELAIN ON STEEL WITH BEADED TEXT
AND SYMBOL, UNLESS NOTED OTHERWISE.
2. WHITE FIGURE AND TEXT ON BLUE BACKGROUND,
COLOR NO.15090 IN FEDERAL STD. 595a.
32" MIN. POSITION AND OPPOSITE WALL OR DOOR.
CLR.
VESTIBULES
C-D_
_� z_
CL ``'1� a
I.- CO =b z Z '?'�
TYPE "1":
WOMEN'S TOILET ROOM DOORWAY SIGN,
12" DIAMETER, 1/4" THICK WITH FEMALE
PICTOGRAM AND LETTERING STATING
900 LEVER LATCH PUS,
BAR PULL PLATE, U"
SHAPED HANDLE
PANIC BAR.
STOP
Iq
o I- a
�� WOMEN". FINISH OF BACKGROUND SHALL
CLEAR OPENINGS MUST BE BETWEEN -
_
€� FRAMING AND N N p� _ M
WOMEN DISTINCTLY CONTRAST DOOR. MOUNT
THE DOOR IN ITS 99 OPEN POSITION ACCESSIBLE
OR BLOCKING
AT +60 A.F.F. TO CENTERLINE
AND THE FACE OF THE STOP. - ENTRANCE SIGN,
AS REQUIRED T-SHAPED SPACE "
8 MIN. KNEE 6C'
OF SIGN, CENTERED ON DOOR
o ON OR ADJACENT
SINGLE DOOR DOOR.
0
60" DIAMETER SPACE n FOR 180' TURNS rgj CLEARANCE LEMARANCEE
�; TO � NAGE GENERAL
E N
WATER CLOSET SECTION THROUGH MIN.
32 MIN. NOTES AND SIGN
SIDE ELEVATION TYP. GRAB BAR WHEELCHAIR TURNING SPACE LAVATORY CLEARANCES
GENERAL NOTES: WATER CLOSETS:
TYPE 2'.
O
cli
CLR. o z TYPE "7".
A. PROVIDE ROOM IDENTIFICATION SIGNS AT ENTRANCE TO TOILET ROOMS. REFER TO 1. SEAT HEIGHT 17" TO 19" ABOVE FLOOR WITH 2" HIGH TOILET SEAT.
WOMEN'S TOILET ROOM WALL SIGN WITH
�\ FEMALE PICTOGRAM LETTERING AND BRAILLE
SOLID BOTTOM RAIL
OR KICK PLATE
-14 90
SIGNAGE, DETAILS AND NOTES. PROVIDE SIGN TYPES "1 "2", "3", AND 'W AND 2. CONTROLS OPERABLE WITH ONE HAND NOT REQUIRING TIGHT GRASPING, PINCHING OR
STATING "", � WOMEN". MOUNT AT +60 A.F.F.
INSTALL AT APPROPRIATE ROOM LOCATIONS. TWISTING OF WRIST, AND LOCATED ON WIDE SIDE OF TOILET AREA. MAXIMUM HEIGHT
WOMEN TO CENTERLINE OF SIGN, ADJACENT TO
STRIKE SIDE OF DOOR.
DOOR CONFIGURATION
B. ROOM ENTRANCE DOORS SHALL PROVIDE CLEARANCES AS REQUIRED FOR DOOR OF CONTROLS 44" ABOVE FLOOR WITH MAXIMUM FORCE TO ACTIVATE OF 5 POUNDS.
CLEAR OPENINGS FOR TWO LEAF DOORS
CLEARANCES. REFER TO DOORS AND DOORWAY DETAILS AND NOTES. URINALS:
MUST BE BETWEEN EITHER DOOR IN ITS
MULTIPLE-ACCOMODATION TOILET ROOMS 1. RIM PROJECTION FROM WALL MINIMUM 14" AND AT A MAXIMUM OF 17' ABOVE FLOOR.
TYPE "3":
90' OPEN POSITION AND THE EDGE a X XN
OF THE OTHER DOOR. �
2. CONTROLS SAME AS FOR WATER CLOSETS.
2
1. WHEELCHAIR CLEAR SPACE SHALL BE A MINIMUM 60" DIAMETER, OR 56 BY 63'
MEN'S TOILET ROOM DOORWAY SIGN,
DOUBLE DOOR a1
RECTANGLE, TO 27" ABOVE FLOOR. DOORS OTHER THAN ACCESSIBLE TOILET STALL LAVATORIES:
1/4" THICK WITH MALE PICTOGRAM
AND LETTERING STATING "MENFINISH
DOORS MAY ENCROACH INTO CLEAR SPACE BY NOT MORE THAN 127. 1. MINIMUM OF 18" FROM ADJACENT WALL TO CENTERLINE OF FIXTURE.
OF BACKGROUND SHALL DISTINCTLY
DOOR CLEARANCE & FLOOR SPACE:
2. ACCESS OF NOT LESS THAN 44" SHALL BE PROVIDED AND CONNECT ALL ACCESSIBLE 2. MINIMUM FLOOR CLEAR SPACE OF 30" X 48".
ELEMENTS WITHIN TOILET ROOM. 3. RIM OR COUNTER MAXIMUM 34 ABOVE FLOOR WITH MINIMUM
MEN CONTRAST DOOR. MOUNT AT +60" A.F.F.
TO CENTERLINE OF SIGN,
1. DOOR CLEAR FLOOR SPACE ON EACH COMPRESSED CARPET
1/4' MAX. BELOW
1
PLAN CHECK COMMENTS
1 /20/05
29 HIGH KNEE CLEARANCE
CENTERED ON DOOR.
SIDE OF DOOR SHALL BE LEVEL EXCEPT
\
ISSUED FOR PERMIT AND BID
1/7/04
3. SPACE IMMEDIATELY IN FRONT OF ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL FROM FRONT EDGE 8" DEEP AT TOP. MINIMUM 9" HIGH TOE CLEARANCE FROM
„
12
AT EXTERIOR LANDINGS WHICH MAY THRESHOLD
BE 48" MINIMUM MEASURED AT RIGHT ANGLES TO THE COMPARTMENTS DOOR IN ITS FRONT EDGE 17" DEEP AT FLOOR.
SLOPE A MAXIMUM OF 1/4:12. FINISH FLOOR EVEN
CLOSED POSITION. 4. HOT WATER AND DRAIN PIPES INSULATED OR COVERED, WITH NO EXPOSED SHARP
2. AT DOUBLE DOORS AT LEAST ONE LEAF
No.
Revisions / Submissions
Date
4. ACCESSIBLE COMPARTMENT DOORS SHALL BE OUTWARD ACTING SELF -CLOSING, AND OR ABRASIVE SURFACES.
PROVIDED WITH HANDLES AND LATCHES WHICH REQUIRE NO GRASPING OR TWISTING. 5. CONTROLS OPERABLE WITH ONE HAND NOT REQUIRING TIGHT GRASPING, PINCHING OR
DOOR SHALL HAVE AN UNOBSTRUCTED OPENING OF 32" CLEAR FOR SIDE ENTRY. TWISTING OF WRIST. MAXIMUM FORCE TO ACTIVATE OF 5 POUNDS. SELF -CLOSING
TYPE "4":
SHALL PROVIDE THE MIN. CLEAR OPENING. '
THRESHOLD
3. CLEAR FLOOR SPACE AT DOORS IS
MEWSCARRILLO
MEWS TOILET ROOM WALL SIGN WITH
DEPENDENT UPON DOOR SWING,
DOORS WITH MINIMUM 9" BOTTOM CLEARANCE TO FLOOR AREA NOT REQUIRED TO VALVES SHALL REMAIN OPEN FOR MINIMUM OF 10 SECONDS.
MALE PICTOGRAM LETTERING ANP BRAILLE
HARDWARE ON DOOR AND DIRECTION OF THRESHOLD NOTES:
HAVE 18" STRIKE CLEARANCE. GRAB BARS:
STATING "MEN". MOUNT AT +60 A.F.F.
APPROACH. REFER TO DOOR SCHEDULE IN 1, CHANGES IN LEVEL GREATER THAN 1/2
ARCHITECTURALGROUPINC
J. Steven Carrillo 11231 Gold Express Dr.
5. ADDITIONAL 36" WIDE STALL SHALL BE PROVIDE WHEN TOILET ROOM HAS 6 OR MORE �.
1. MOUNT AT 33 ABOVE FLOOR, EXCEPT AT TANK TYPE WATER CLOSET ALLOW 36
MEN TO CENTERLINE OF SIGN, ADJACENT TO
STRIKE SIDE OF DOOR.
ADDITION TO PLAN AND TYPICAL DETAILS. SHALL BE ACCOMPLISHED BY MEANS
A.I.A. C11.222 Suite 103
Gold 95670
i
STALLS. STALL SHALL HAVE OUTWARD ACTING SELF CLOSING DOOR AND PARALLEL
ABOVE FLOOR AT BACK OF STALL.
OF A RAMP.
2River,
6o OA
FAX 266-6006 -
m
SIDE GRAB BARS. > >
2. SIDE BARS 48 LONG, FRONT END POSITIONED 24 FROM FRONT END OF WATER CLOSET.
THE ARCHITECT, CARRILLO ARCHITECTURAL GROUP INCORPORATED, HEREBY
RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
6. WATER CLOSETS IN ACCESSIBLE COMPARTMENTS SHALL BE LOCATED TO PROVIDE 18"
BACK END WITHIN 12" OF BACK WALL.
WALL
DOOR WIDTH THRESHOLDS
THESE PLANS, IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED,
FROM SIDE TO CENTERLINE OF FIXTURE, 32" FROM SIDE WALL TO EDGE OF BOWL
3. REAR BARS 36' LONG.
TYPE "
CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY
TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE
AND 48" FRONT CLEARANCE AT FRONT ENTRY STALLS OR 60" FRONT CLEARANCE AT
4. BAR DIAMETER 1 1/4" TO 1 1/2" WITH 1 1/2" SPACE BETWEEN WALL AND BAR.
:
5"
EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT. THE DRAWING IS NOT
SIDE ENTRY STALLS.
7. URINALS CLEAR FLOOR SPACE SHALL BE 30" X 48" IN FRONT OF URINAL TO PROVIDE 5. BAR, FASTENERS AND MOUNTING DEVICES SHALL WITHSTAND 250 POUNDS BENDING,
'�'� ACCESSIBLE ENTRANCE SIGN
FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT,
Drawing Title
FORWARD APPROACH. SHEAR AND TENSILE FORCE.
DECAL FOR GLASS, MOUNTED
HARDWARE:
1. LOCK OR LATCH SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL
SINGLE-ACCOMODATION TOILET ROOMS: 6. BARS SHALL NOT ROTATE IN FITTINGS.
;t, CENTERLINE OFFSIGN, TO BE
TITLE 24
1. WHEELCHAIR CLEAR SPACE SHALL BE MINIMUM 60 DIAMETER OR T-SHAPED PER ACCESSORIES:
"
VISIBLE FROM BOTH SIDES
2. LOCK ORGLATCH EFFORT.
HALT BE OPERABLE WITH SINGLE EFFORT WITHOUT REQUIRING GRASPING.
INTERIOR,/'DETAILS
T-SHAPED SPACE FOR 180 DEGREE TURNS. DOOR SHALL NOT ENCROACH INTO CLEAR SPACE. 1. MIRRORS MOUNTED WITH BOTTOM EDGE MAXIMUM IT ABOVE FLOOR.
2. DISPENSING AND WASTE RECEPTACLES MOUNTED WITH ALL DISPENSERS AND OPERABLE
3. MAXIMUM EFFORT TO OPERATE DOORS NOT TO EXCEED 5 POUNDS AT EXTERIOR
Seal
Drawn
Checked
2. WATER CLOSETS SHALL BE LOCATED TO PROVIDE 18" FROM SIDE WALL TO CENTERLINE OF "
PARTS AT MAXIMUM 40 ABOVE FLOOR.
AND 5 POUNDS AT INTERIOR, AT FIRE DOORS 15 POUNDS WHEN APPROVED BY
°
TCB
NSH
FIXTURE, 28" FROM AN ADJACENT FIXTURE TO EDGE OF BOWL AND 48" FRONT CLEARANCE.
3. TOILET PAPER DISPENSER WITHIN 12 OF FRONT EDGE OF WATER CLOSET. DISPENSERS
THE APPROPRIATE ADMINISTRATIVE AUTHORITY.
4. PANIC HARDWARE SHALL ACTIVATE AND DOOR OPERATE WHEN A
,ARC �
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Project No,
3. IN EXISTING BUILDINGS, SINGLE-ACCOMODATION TOILET ROOMS MAY HAVE WATER CLOSETS THAT CONTROL DELIVERY OR DO NOT PERMIT CONTINUOUS PAPER FLOW ARE NOT ALLOWED.
MAXIMUM FORCE OF
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04139.66
Q
LOCATED IN AREAS PROVIDING 36' X 48" CLEAR SPACES IN FRONT OF THE WATER CLOSET. CONTINUOUS FEED ROLL TYPE DISPENSERS SHALL BE PROVIDED AT ACCESSIBLE STALLS.
15 POUNDS IS APPLIED.
'
1� {�
N f a
Date
Al
TOILET ROOMS AND FIXTURES
A7
INTERIOR SIGNAGE
A10
�`
DOORS AND DOORWAYS
J' C1 ,2 2
'-7-05
Scale
,N. ; _. _4�
FULL
OF l�O
NTS
PER SECTION 111513.7 C.B.C.
NTS
PER SECTION 1117B.5®1 C.B.C.
NTS
PER SECTION 1133B C.B.C.
i
Drawing No.
G-5
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19
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