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W 1 ST ST. W 1 ST ST.
VICINITY MAP 1Wq
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FROM NEXTEL OFFICE IN IRVINE;
FREEWAYS
1-5 (NORTH)
EXIT:
TAKE THE FOURTH ST/FIRST ST EXIT
STREETS:
CONTINUE ON MAYBURY ST
(RIGHT) ON E. 1ST ST.
LOCATION:
ARRIVE AT 2715 W. 1ST ST, SANTA ANA
ARCHITECT:
DELTA GROUPS ENGINEERINC
2362 McGAW AVENUE
IRVINE, CA 92614
PHONE: (949) 417-2664 FAX: (949) 417-2663
STRUCTURAL ENGINEER:
DELTA GROUPS ENGINEERING
2362 McGAW AVENUE
IRVINE, CA 92614
PHONE: (949) 417-2664 FAX: (949) 417-2663
ELECTRICAL ENGINEER:
DELTA GROUPS ENGINEERING
2362 McGAW AVENUE
IRVINE, CA 92614
PHONE: (949) 417-2664 FAX: (949) 417-2663
SURVEYOR:
CAL VADA Sty RVEYINGv INC,
108 BUSINESS CENTER DR.
COORONAO CA 92880
PHONE: (909) 280-9960 FAX: (909) 280-974,1
L619i Z Rill %-" Z h &it 4A J4
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7002
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SITE NAME: FAIRVIEW
SITE NUMBER: CA-7002
SITE ADDRESS: 2715 W. 1st. STREET, SUITE C-1
SANTA ANA, CA 92703
COUNTY: ORANGE COUNTY
APPLICANT
resr kk�
NAME: NEXTEL COMMUNICATIONS AINN" 19 N tl 1 V]IS "10
SITE ADDRESS: 310 COMMERCE 740f - (0001_
CITY, STATE: IRVINE, CA 92602
M1
TEL. NO: (714) 368-3500
CONTACT: EDWARD GALA
PROPERTY INFORMATION a.
4"o �,
OWNERS NAME: ROYAL CROWN REALTY INC.
SITE ADDRESS: 210 W. FIRST STREET, SUITE 210
CITY, STATE: SATA ANA, CA 92701
TEL. NO: (714) 542-9950
K1
i i'A" ``V,7-7700
,
AREA OF CONSTRUCTION: (10'X29') 290 SQ. FT. W
OCCUPANCY TYPE: B
CONSTRUCTION TYPE: V—N
CURRENT ZONING: Mi
A.P.N.: 007-142-12
HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN
HABITATION. HANDICAPPED ACCESS NOT REQUIRED.
APPLICABLE CODE: 2001 CALIFORNIA BUILDING CODE (CBC) WITH CITY
OF SANTA ANA AMENDMENTS
IN I ;[40il I&A I J I J, FA
DRIVING DIRECTIONS
IO'4v1rl�nls �,r1 Is!- S�- � C-1
5r � 1- d5
I
IRA
,TURAL STRUCTU, L
Foil CONSTRUCTION
• mWITS ARE REQUIRED FOR
MECHANICAL PLANS
",,Cl_,psoiffcafians most be kept on the job
to make any changes or
without written permission from the
of this plan and specifications SHALL NOT
"D permit nor be approval of the violation of any
i,,4,,Pz of ANY ity inance or State Law.
ZZ
Date d,
i Accepted By
OF SANTA ANA
u ct T o the
�dll - g 11L),e) p n rt rninnt
0 ic e D e P
Ll Grading Pe" rili"
0 County of C)rangs Health DOPOIVIOftt
rn
SHEET
DESCRIPTION
T-1
TITLE SHEET
T-2
GENERAL NOTES, ABBREVIATIONS, AND LEGEND
C-1
TOPOGRAPHIC SURVEY
A-1
OVERALL SITE PLAN
A-2
PROJECT AREA PLAN, (E) & NEW CONDITIONS (ROOF PLAN), & EQUIP. LAYOUT
A-3,
NORTH, EAST, WEST & SOUTH ELEVATIONS
A-4
DETAILS
A-5
DETAILS
A-6
DETAILS
M-1
MECHANICAL PLAN, NOTES AND DETAILS
E-1
ELECTRICAL GEN. NOTES, SYMBOL LIST, AND PANEL SCHEDULE
E-2
ELECTRICAL ONE —LINE DIAGRAM, SURGE ARRESTOR NOTES & SCHEMATIC
E-3
ELECTRICAL POWER & LIGHTING PLAN, POWER/TELCO ROUTING PLAN
E-4
GROUND. PLAN, GROUND. LEGEND & DETAILS, ALARM WIRE RELAY, & DETAILS
SHEET INDEX
A&
AM D91,1A GROUPS
P401 ENGINEERING* INC
CONSULTING 1"GINHIS
362 MCGAW AVE.
IRVINE. CA 92614
TEL (949) 417-2664 FAX (949) 417-2663
LZZZZZ7L_- -7
NEXTEL COMMUNICATIONS, INC.
310 COMMERCE
IRVINE, CA 92602
PHONE: (714) 368-3500
FAX: (714) 368-3540
FAIRVIEW
CA-7002
2715 W. 1st ST., SUITE C-1
SANTA ANA, CA 92703
ORANGE COUNTY
CURRENT ISSUE DATE:
014/13/05
IISSUED FOR:
6
'APPROVALS
APPROVED BY I INITIALS I DATE
LEASING
ZONING
RF
C.P.M.
V.*T*xxQ0ErW
1104NX021
DRAWN BY
ICRC/WD
CHECKED BY
1FC
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01-18-2005
PERMIT
04-13-05
PERMIT
TITLE
A
RAMSET/REDHEAD SHOT PINS
FOR WALLS INSTALLATION
HILTI KWIK BOLT 11, FOR EQUIPMENT ANCHORING
WORK REQUIRING
SPECIAL INSPECTION
I I I TITLE SHEET
I I
SHEET NUMBER
T-1
OF 14
NEW ANTENNA A.B. ANCHOR BOLT GRND. GROUND
ABV. ABOVE HDR. HEADER
ACCA ANTENNA CABLE COVER ASSEMBLY HGR. HANGER
-` EXISTING ANTENNA ADD'L ADDITIONAL HT. HEIGHT
A.F.F. ABOVE FINISHED FLOOR ICGB. ISOLATED COPPER GROUND BUS
GROUND ROD A.F.G. ABOVE FINISHED GRADE IN.(") INCH(ES)
0 ALUM. ALUMINUM INT. INTERIOR
ALT. ALTERNATE LB.(#) POUND(S)
GROUND BUS BAR ANT. ANTENNA L.B. LAG BOUTS
APPRX. APPROXIMATELY L.F. LINEAR FEET FOOT)
ARCH. ARCHITECTURAL) L. LONG(ITUDINAL
MECHANICAL GRND. CONN. AWG. AMERICAN WIRE GAUGE MAS. MASONRY
BLDG. BUILDING MAX. MAXIMUM
BLK. BLOCK M.B. MACHINE BOLT
■ CADWELD BLKG. BLOCKING MECH. MECHANICAL
BM. BEAM MFR. MANUFACTURER
B.N. BOUNDARY NAILING MIN. MINIMUM
® GROUND ACCESS WELL BTCW. BARE TINNED COPPER WIRE MISC. MISCELLANEOUS
B.O.F. BOTTOM OF FOOTING MTL. METAL
B/U BACK --UP CABINET (N) NEW
E Q ELECTRIC BOX CAB. CABINET NO.(#) NUMBER CANT. CANTILEVERED) N.T.S. NOT TO SCALE
C.I.P. CAST IN PLACE O.C. ON CENTER
T TELEPHONE BOX CLG. CEILING OPNG. OPENING
CLR. CLEAR P/C PRECAST CONCRETE
COL. COLUMN PCs PERSONAL COMMUNICATION SERVICES
CONC. CONCRETE PLY. PLYWOOD
LIGHT POLE CONN. CONNECTION(OR) PPC POWER PROTECTION CABINET
CONST. CONSTRUCTION PRC PRIMARY RADIO CABINET
CONT. CONTINUOUS P.S.F. POUNDS PER SQUARE FOOT
FND. MONUMENT d PENNY (NAILS) P.S.I. POUNDS PER SQUARE INCH
DBL. DOUBLE P.T. PRESSURE TREATED
DEPT. DEPARTMENT PWR. POWER (CABINET)
SPOT ELEVATION D.F. DOUGLAS FIR QTY. QUANTITY
DIA. DIAMETER RAD.(R) RADIUS
DIAG. DIAGONAL REF. REFERENCE
SET POINT DIM. DIMENSION REINF. REINFORCEMENT(ING)
DWG. DRAWING(S) REQ'D. REQUIRED
DWL. DOWEL(S) RGS. RIGID GALVANIZED STEEL
REVISION EELL. EACH
SCHEDULE
ELEVATION SHT. SHEET
ELEC. ELECTRICAL SIM. SIMILAR
X GRID REFERENCE ELEV. ELEVATOR SPEC. SPECIFICATION(S)
EMT. ELECTRICAL METALLIC TUBING SQ. SQUARE
E.N. EDGE NAIL S.S. STAINLESS STEEL
ENG. ENGINEER STD. STANDARD
X EQ. EQUAL STL. STEEL
DETAIL REFERENCE EXP. EXPANSION STRCC. STRUCTURAL
EXST.(E) EXISTING TEMP. TEMPORARY
EXT. EXTERIOR THK., THICKNESS)
X FAB. FABRICATION(OR) T.N. TOE NAIL
ELEVATION REFERENCE F.F. FINISH FLOOR T.O.A. TOP OF ANTENNA
F.G. FINISH GRADE T.O.C. TOP OF CURB
FIN. FINISHED) T.O.F. TOP OF FOUNDATION
FLR. FLOOR T.O.P. TOP OF PLATE (PARAPET)
^xsu. FDN. FOUNDATION T.O.S. TOP OF STEEL
SECTION REFERENCE F.Q.C. FACE OF CONCRETE T.O.W. TOP OF WALL
F.O.M. FACE OF MASONRY TYP. TYPICAL
F.O.S. FACE OF STUD U.G. UNDER GROUND
-r - GROUT OR PLASTER F.O.W. FACE OF WALL U.L. UNDERWRITERS LABORATORY
F.S. FINISH SURFACE U.N.O. UNLESS NOTED OTHERWISE
(E) BRICK FT.(') FOOT (FEET) V.I.F. VERIFY IN FIELD
F TG. FOOTING W WIDE(WIDTH)
G. GROWTH (CABINET) W/ WITH
(E) MASONRY GA. GAUGE WD. WOOD
GI. GALVANIZE(D) W.P. WEATHERPROOF
CONCRETE G.F.I. GROUND FAULT CIRCUIT INTERRUPTER WT. WEIGHT
GLB. (GLU--LAM) GLUE LAMINATED BEAM CENTERLINE
GPS GLOBAL POSITIONING SYSTEM PLATE, PROPERTY LINE
EARTH
°o°ca i GRAVEL
PLYWOOD
Y SAND
WOOD CONT.
WOOD BLOCKING
STEEL
CENTERLINE
-- -- PROPERTY/LEASE LINE
MATCH LINE
WORK POINT
-- - GROUND CONDUCTOR
T TELEPHONE CONDUIT
E ELECTRICAL CONDUIT
ar..
A COAXIAL CABLE
T/E OVERHEAD SERVICE
CONDUCTORS
X X CHAIN LINK FENCING
1. THE FACILITY IS AN UNOCCUPIED DIGITAL TELECOMMUNICATION FACILITY.
2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED
OTHERWISE. THE WORK SHALL INCLUDE. FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR
NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL
CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT
TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE
WORK.
4. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM
NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS.
5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE
PRECEDENCE.
6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES,
RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE
WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND
APPLICABLE REGULATIONS.
7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING
CONTACT AND COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE LANDLORD'S AUTHORIZED
REPRESENTATIVE.
8. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS.
9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-•A OR 2-•A10BC WITHIN 75 FEET
TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION.
10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CBC REGARDING EARTHQUAKE PIPING, LIGHT FIXTURES,
CEILING GRID, INTERIOR PARTITIONS AND MECHANICAL EQUIPMENT. ALL WORK MUST BE IN ACCORDANCE WITH LOCAL
EARTHQUAKE CODES AND REGULATIONS.
11. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB
DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.
12. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING, SHALL NOT BE
USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY
SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT
OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY
DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH
ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE
TO NOTIFY THE ARCHITECT/ENGINEER.
13. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS,
VEGETATION, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT OCCURRED
.DURING CONSTRUCTION TO THE SATISFACTION OF NEXTEL.
14. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT
NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT
SPOTS, DUST OR SMUDGES OF ANY NATURE.
15. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND MADE WATERTIGHT USING LIKE MATERIALS IN
ACCORDANCE WITH NRCA ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION
FOR SITE --SPECIFIC CONDITIONS FROM ARCHITECT/ENGINEER, IF NECESSARY, BEFORE PROCEEDING.
16. BEFORE ORDERING AND/OR BEFORE FABRICATING/ CONSTRUCTING/INSTALLING ANY ITEMS, VERIFY THE TYPES AND
QUANTITIES.
17. CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE AND PAGER, AND KEEP SAME ON SITE
WHENEVER PERSONNEL ARE ON SITE.
18. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE SITE AND NOTIFY THE PROJECT MANAGER
OF ANY DISCREPANCES BEFORE STARTING ANY WORK.
19. CONTRACTOR SHALL PROVIDE ALL NECESSARRY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR
INSTALLATION OF ITEMS INDICATED ON DRAWINGS.
20. CONTRACTOR TO PROVIDE COMPLETE SET OF AS BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT
COMPLETION
21. NOT USED
22. CONTRACTOR SHALL PROVIDE TOILET FACILITY DURING ALL PHASES OF CONSTRUCTION.
23. THE CONTRACTOR SHALL PROVIDE A PLASTIC LABEL APPROX. 12N12"N THE EXTERIOR OF THE SHELTER/ROOM
ENTRY DOOR LISTING:
SUITE NUMBER
NEXTEL COMMUNICATIONS
SITE NAME
SITE NUMBER
IN BOLD BLACK LETTERS ON A WHITE BACKGROUND. LETTERS TO BE 2" HIGH.
TO BE UPDATED ROOM IDENTIFICATION SHALL ALSO BE ADDED TO MASTER DIRECTORY OF BLDG.
24. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR THE FABRICATION OF MATERIALS TO BE INSTALLED AT THE
SITE, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INCLUDING AS --BUILT DIMENSIONS OF EXISTING
STRUCTURES OR STRUCTURAL ELEMENTS HAVING A BEARING ON THE SCOPE OF THE WORK TO BE PERFORMED. IF
ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE DIMENSIONS
OR CONDITIONS FOUND TO BE EXISTING IN THE FIELD, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER
AND OBTAIN DESIGN RESOLUTION PRIOR TO PROCEEDING WITH THE PORTION(S) OF THE WORK AFFECTED. THE
CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO SO NOTIFY THE ARCHITECT/ENGINEER AND OBTAIN
RESOLUTION BEFORE PROCEEDING.
25. INSULATION: PROVIDE R- 11 MINIMUM KRAFT--FACED BAIT. INSULATION AT WALLS UNLESS NOTED OTHERWISE, AND
R-19 MINIMUM AT CEILINGS AS MANUFACTURED BY OWENS-•CORNING TO COMPLETELY ENCLOSE EQUIPMENT ROOM.
PLACE VAPOR BARRIERS ON WARM SIDE OF WALL. INSULATE WALLS BETWEEN EQUIPMENT ROOM AND ADJACENT
ROOMS.
26. FLASHING AND SHEET METAL: ALL FLASHING, COUNTER FLASHING AND COPING WHEN OF METAL SHALL BE OF NOT
LESS THAN NO. 26 U.S. GAUGE CORROSION --RESISTANT METAL. FLASH AND COUNTER FLASH AT ALL ROOF TO WALL
CONDITIONS. G.I. FLASH AND CAULK WOOD BEAMS AND OUTLOOKERS PROJECTING THROUGH EXTERIOR WALLS OF
ROOF SURFACES. FLASH ALL EXTERIOR OPENINGS WITH APPROVED WATERPROOFING, WHICH CONFORMS TO STANDARD
OF LOCAL AND STATE CODES. ALL METAL MUST BE GALVANIZED AFTER FABRICATION. ALL SHEET METAL TO BE "A"
MINIMUM 20 GAUGE. ALL FLASHING MUST HAVE A 10 YEAR WARRANTY.
s ' a • • 1111411
DELTA GROWS
INGINfliINc. )NAG.
COMSUITING ENGIHI to
2362 MCGAW AVE.
IRVINE. CA 92614
TEt (949) 417-26" FAX (949) 417-2663
i
NEXTEL COMMUNICATIONS, INC.
�310 COMMERCE
IRVINE, CA 92602
!PHONE: (714) 368-3500
FAX: (714) 368--3540
FAI RVI EW
CA-7002
2715 W. 1st ST., SUITE C--1
SANTA ANA, CA 92703
ORANGE COUNTY
CURRENT ISSUE DATE:
04/ 13/J5
ISSUED FOR:
PERMIT
APPROVALS
APPROVED BY INITIALS DATE
LANDLORD
LEASING
ZONING
RF
22f _ l is
104NX021 �
DRAWN BY
[CRCZWD
CHECKED BY
JFC
RIfS nATF 25 111
A01--18--2005
PERMIT
A04--13--05
PERMIT
SHEET TITLE
w- w
SHEET NUMBER
I�
r
TITLE REPORT
THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A TITLE REPORT.
LEGAL DESCRIPTION - PER DEED
SITUATED IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS
FOLLOWS:
PARCEL 2 OF PARCEL MAP NO. 79-898, FILED IN BOOK 148, PAGE 5 OF PARCEL MAPS, RECORDS OF
SAID COUNTY.
ASSESSOR'S PARCEL NO.:
ON-142-12
EASEMENTS
NOT AVAILABLE
ACCESS EASEMENT
SITUATED IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, BEING A STRIP OF
LAND 12 FEET WIDE LUNG WITHIN PARCEL 2 OF PARCEL MAP NO. 79-898, FILED IN BOOK 148, PAGE
5 OF PARCEL MAPS, RECORDS OF SAID COUNTY, CENTERLINE OF SAID STRIP IS DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL 2; THENCE SOO'53'40"W ALONG THE
EASTERLY LINE OF SAID PARCEL, 92.29 FEET TO THE TRUE POINT OF BEGINNING; THENCE N892925"W
174.87 FEET; THENCE NO30-35"E 73.18 FEET TO A POINT HEREINAFTER REFERED TO AS POINT "A"
AND THE END OF SAID STRIP.
SITUATED IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, BEING A PORTION
PARCEL 2 OF PARCEL MAP NO. 79-898, FILED IN BOOK 148, PAGE 5 OF PARCEL MAPS, RECORDS OF
SAID COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT POINT "A" DESCRIBED ABOVE; THENCE N0030I35"E 17.00 FEET; THENCE N89'29'25"W
22.00 FEET, THENCE S0030-35"W 17.00 FEET; THENCE S89'29'25"E 22.00 FEET TO THE POINT OF
BEGINNING.
CONTAINS 374 SQUARE FEET MORE OR LESS.
GEOGRAPHIC COORDINATES AS SHOIff
(NAD83) LATITUDE 33.44' 44.2" LONGITUDE 11T54' 21.6"
(NAD27) LATITUDE 33-9 44.2 LONGITUDE 117'54' 18.4"
A r OF SURVEY
il,
BASIS OF BEARINGS
THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE 6 (NAD83)
BENCH AMM
COUNTY OF ORANGE BENCH MARK NO. SA-182-70,
ELEVATION = 80.859 NGVD29
5
22
Sri
cf'
cS`
WESTMINSTER AVE
W 17TH ST.
m
Site
W 1 ST ST.
VICINITI'AtAI" -
N.T.S.
COURSE TABLE
A = N00'30'35"E 17.00'
B = N89'29'25"W 22.00'
C = S00.30'35"W 17.00'
D = S89'2925"E 22.00'
FS
FINISH SURFACE
-cF-€--
WROUGHT IRON FENCE
NG
NATURAL GROUND
CHAIN LINK FENCE
- W
POWER POLE
TBM
TEMPORARY BENCH MARK
Q
SEWER MANHOLE
cw
WATER METER
RETAINING/BLOCK WALL
TELEPHONE MANHOLE
®
SURVEY CONTROL POINT
STREET LIGHT
0
CONCRETE PAVEMENT
j e-i
PARKING LOT LIGHTING
EDGE OF PAVEMENT
EB
ELECTRIC BOX
PALM TREE
Q
ELECTRIC VAULT
TREE
GM
GAS METER
FL
FLOWLINE
®
GAS VAULT
TC
TOP OF CURB
SD
STORM DRAIN
RAILROAD TRACKS
ITVI
TELEPHONE VAULT
CATCH BASIN
TOW
TOP OF WALL
TOS
TOP OF SLOPE
(9)
WATER VALVE
TOE
TOE OF SLOPE
TOP
TOP OF PARAPET
- --
PROPERTY LINE
R
ROOF
SET BRASS TAG
FF
FINISH FLOOR
IN EPDXY
&
GEODETIC COORDINATES
ROOF AREA DRAIN
GB
GRADE BREAK
CELLULAR ARRAY
Cig
AIR CONDITIONING UNIT
ANTENNA
TP
TOP OF POLE
WHIP ANTENNA
HP
HIGH POINT
MICROWAVE ANTENNA
LID
TOP OF STRUCTURE
TE
TRASH ENCLOSURE
TELECOMMUNICATIONS
TR
ELECTRIC TRANSFORMER
MONOPOLE
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TELEVISION ANTENNA
DISH ANTENNA
` m/mc
FIRE HYDRANT/FIRE
DEPARTMENT CONNECTION
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174.87' ACCESS
(.O 79.1OTC 79.27TC CONCRETE _S 78.34TC n
79.06Tc�_EPAVEMENT N
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79.04TC=U--
103.68TOP
DP
GEODETIC COORDINATES
LAT: 33'44'44.2"
I
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7R
LONG: 117•
(NAD 83)
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78.49TC 78.08TC m
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R=25.00' I
D=89'36'55"
T=24.83'
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55.17'
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(f)
Ld
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1st STREET
76.71 TG I
I
/77.25FS
ZFD. S & W, CS TAG
•
delta groups
engineering, Inc.
consulting engineers
5 PARK PLAZA, SUITE 1400
IRVINE, CA 92614
TEL (949) 622--0333 FAX (949) 622-0331
S►URvC-y1NC7, INC.
Los Angdow • San Froncbao • Dsnvw - Phowft
108 Budrmm CN+br Okla Phorrs4::? 290�-99M
Corona. CA 990*-1M Fme ( ) 280-0746
wwrw aol+wao.own • (800) CALVADA (225-4M)
PROJECT NO.: 04454
FAIRVIEW
i
CA7002
2715 W. 1ST STREET
SANTA ANA
GRANGE COUNTY
CURRENT
09/18/04
I ISSUED
r
DESIGN
1241illI'II
DATE
CA04454
DRAWN BY
RAS
CHECKEDY
ADD
NO DATE ISSUE
1 09/18/04 PRELIMINARY
SHEET TITLE
TOPOGRAPHIC
SUiVEY
NUMBERSHEET
C-1
(E) BUILDING
------ N89'2925"W -----
(8) PARKI G STALLS
I
200.00'
E) PROPERTY LINE
i \---- (E) LANDSCAPING
D
a 0 (TO REMAIN)
06
Lo f
NI
1 (3) PARKING STALLS
D
_r
f F<„ C)
cn
ca
f Z
fNe (8) PARKING 3TALLS + HANDICAP SITALL
t2
1
i
f
E
j CONCRETE
D PAVEMENT
Aff
1
1
D _r
121
Q
0
N
w
no
SITE
f
ACCESS
f
t
(E) TELCO/POWER UTLITY LOCATION,of
PROPOSED NEXTEL P.O.C. (4) PARKING STALLS T y _c�— —
D I (E) PROPERTY LINE f
(E) 10'-0" HIGH SCREENING (TO REMAIN)
1 NEW TELCO/POWER PATH WITHIN BUILDING
E_ TO PROPOSED NEXTEL EQUIPMENT
LOCATION
2 5 NEW ROOF MOUNTED DOGHOUSE WITH —
A-6 A-5 EXHAUST FAN; ALL (E) COAX CABLE TO
RE —PATH TO NEW NEXTEL EQUIPMENT
LOCATION
1 NEW NEXTEL EQUIPMENT LOCATION ON
A-2 1ST FLOOR WITHIN A 290 SQ FT ROOM
(10'X29' LEASE AREA)
(E) LOWER ROOF
(E) ROOF MOUNTED PANNEL ANTENNAS —
BEHIND RF TRANSPARENT SCREENING (2)
LOCATIONS, TYPICAL (TO REMAIN)
(E) 10'-0" HIGH SCREENING (TO REMAIN)
PATH OF TRAVEL
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(1?
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C`7 tm
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(n
I
1st, STREET
— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _._._. _ _J
NOTES:
1. APPLY TO ALL SHEETS: DO NOT SCALE DRAWINGS. ALL DIMENSIONS
OF AND BETWEEN EXISTING BUILDINGS/STRUCTURES, OR RELATIVE
DISTANCES AS SHOWN BETWEEN EXISTING BUILDINGS/STRUCTURES
AND THE TRUE NORTH ARE TO BE CONFIRMED BY SURVEYOR, OR
ARE SUBJECT TO CONFIRMATION BY THE SURVEYOR."
2. HAND --ACTIVATED DOOR OPENING HARDWARE SHALL BE
CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE
FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND
ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE
OPERABLE WITH A SINGLE EFFORT BY LEVER —TYPE HARDWARE,
BY PANIC BARS, PUSH—PULL ACTIVATING BARS, OR OTHER
HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING
THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT
DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. CBC
SECTION 1133B.2.5.1.
3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5
POUNDS FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR
PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED
DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING
DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR
OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS.
WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO
OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM
ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY,
NOT TO EXCEED 15 POUNDS. CBC SECTION 1133B.2.5.
INGINIERINIrl INC
Ci9NSUi7lNG t"w"aRS
2362 MCGAW AVE.
IRVINE, CA 92614
TEL (949) 417-2664 FAX (949) 417-2663
ffz 7.
NEXTEL COMMUNICATIONS, INC.
310 COMMERCE
'IRVINE, CA 92602
PHONE: (714) 368--3500
FAX: (714) 368--3540
FAI RVI EW
CA-7002
2715 W. 1st ST., SUITE C--1
SANTA ANA, CA 92703
ORANGE COUNTY
CURRENT ISSUE DATE:
04/13/05
ISSUED FOR:
APPROVALS
APPROVED BY INITIALS DATE
LANDLORD
LEASING
ZONING
RF
C.P.M.
1104NX021
DRAWN BY
ICRC/WD
CHECKED BY
FC
wn nATt= iq!;t tt=
l t \
01-18-2005
PERMIT
04--13-05
PERMIT
SHEET TITLE
OVERALL SITE PLAN 1
Ilk g
m is
m�
SCALE:
1/16" =1'-0" d16' 0" 16' 32'
5 NEW ROOF MOUNTED
A5 DOGHOUSE AND EXAUST
FAN; ALL (E) COAX CABLE
TO RE —PATH TO NEW
NEXTEL EQUIPMENT
LOCATION (RECONNECT AS
REQUIRED)
(E) CABLE TRAY, SECTION;
(TO BE REMOVED) ALL (E)
COAX CABLE TO RE --PATH
AND RECONNECTED AS
REQUIRED
(E) ROOF MOUNTED
NEXTEL EQUIPMENT
CABINET (TO BE
REMOVED)
NEW ROOF MOUNTED
M� CONDENSING UNIT (2)
LOCATIONS TYPICAL FIELD
VERIFY LOCATION
v ° ° NEW ROOF MOUNTED CABLE TRAY ON 7 (E) 10 '-0" HIGH SCREENING
Ar
SLEEPERS; ALL (E) ANTENNA COAXIAL A5 (TO REMAIN)
CABLES TO BE RE -PATH & RECONNECTED
0 AS REQUIRED
0 I
I s f (E) ROOF MOUNTED PANNEL ANTENNAS BEHIND (E) RF
0 I I TRANSPARENT SCREENING (TYPICAL 2 LOCATIONS) TO
REMAIN, NO CHANGE
r
00
x
O
\r
Oil I 00 0
r
< r �
Z (E) LOWER ROOF
_A ---A
x
A---A ^--A -A -----A
< (E) HVAC UNITS AND
I EQUIPMENT (TYPICAL)
V<
(E) ROOF
MOUNTED
CABLETRAY ON I Z(E) UPPER ROOF
SLEEPERS,
TYPICAL
Ic
EXISTING AND NEW CONDITIONS (ROOF PLAN)
6"0 RIGID
1
SHEET METAL EXHAUST
DUCT
DOWN TO HAVE PENING AT
8" ABOVE
FOR LEVEL. (OPENING TO
HAVE
1 /4"
GALV'D. MESH SCREEN,
STRAP
TO
WALL AS REQUIRED
2
NEW
I
!
EXHAUST FAN ON COAX
A6
DOGHOUSE AT ROOF
I
(E
T ROOM
TO
REMAIN)
ac
<
z
W
In
I._..
w
0
dry
1J
a
o
4
i I
Li
1 V-
41
%sa
5 NEW FANCOIL UNIT & CONDENSATE PUMP, (2)
M 1 LOCATIONS, TYPICAL
NEW ELECTRICAL PANELS
PREPARE FLOOR AS NECESSARY TO RECEIVE NEW RESILIENT FLOOR —
TILE. NEW TILE SHALL BE 12"x12"x1 /8" ARMSTRONG IMPERIAL TEXTURE
TILE #51836 (COLOR: SHELTER WHITE) PROVIDE 4" ROPPE RUBBER
COVE BASE (COLOR: BLACK) ON WALLS
1 A5 NEW CEILING MOUNTED CABLE LADDER
7 W NEXTEL EQUIPMENT CABINETS LOCATION. —
REF T�TEL EQUIPMENT CABINET/BATTERY INFO
1
IU//I
I NEW TELCO BACKBOARD
F_—n--P-7—IT7F7F
J j 1_ __l. _ _L1 __. 11 __ 11 LL _1 L _._11_ )
_
II ---II
jH — — — r-_....._._77-
��—� �1i'~i1-71`���
I FUTURE JiL _ 1 L_ 11 _i FUTURE L_ I — �
$56 LBS ► _ _ _ 856 LBS 4 — — — — —
t I l.__ J I
11 I 1 CRTL
11 AI I 343 LBS 1
T RF
856 LBS 856 LBS I I— —i ( "N
1 L J I I L JI
o
— IF �I
1
ih
IL 11 IL —II
AT RF BATT/RECT 1
.H
c 856 LBS 856 LBS 1712 LBS N
6'-6"
21--0"
2'-6"
2'-0"
2'-6"
ot 2'-6"
29'-0" EQUIP. RM/LEASE AREA
NEW 1HR FIRE RATED WALL, PAINT —�
WAND TEXTURE TO MATCH (E)
NEW FANCOIL UNIT &CONDENSATE PUMP,
M� (2) LOCATIONS, TYPICAL
1. ALL PENETRATIONS SHALL BE WATER TIGHT SEALED AND FIRESTOPPED TO COMPLY WITH
NATIONAL AND LOCAL CODES, COMPLIANCE PER DETAIL 4 ON SHEET A4 (AS REQUIRED)
3�NEW 1HR FIRE RATED WALL, PAINT
A4 AND TEXTURE TO MATCH (E)
00
i
IZI
(E) TELCO/POWER UTLITY LOCATION,
NEW NEXTEL P.O.C.
---------___
1
{ NEW TELCO/POWER PATH WITHIN 1
I 1 BUILDING'S DROP CEILING SPACE -
I TO NEW EQUIPMENT LOCATION.
I (E) BUILDING (FOOT PRINT)
{ !! I
II I------------ -I _ ____ _ _ _---------------,
I ! I (E) CANOPY OVERHEAD
I I I (FOOT PRINT) !
L________________-I NEW WALL FILL IN, PAINT__ 1
1 ±7,_O" 29'-0" EQUIP. ROOM LEASE AREA AND TEXTURE TO MATH (E)
14 I
! (E) WATER HEATER, I BE I
! REMOVED, ALL PIPES Q BE t
I CAP --OFF AND WATER TIIGHT i
1 SEALED I i
{ � I
! (E) STAIR CASE/2ND IiiLOOR
{ ACCESS TO REMAIN, Np CHANGE
r�
(E) ACCESS DOOR TO IREMAIN, I
NO CHANGE I I
77777777
5'
t X I
i k—— — —ICI
Fill��I _T �F=W_ �CIC11:! 3 -9 3 � 13 —3 I
_ DH
-----_._._.,`xe"NEW�,HAL WAYw ps . �.es " 2 teas L
NEW 3 —0" 1
WIDE DOOR A-4
NEW WALL, PAINT AND 3
TEXTURE TO MATCH (E) A-4
NEW WALL, PAINT AND A
TEXTURE TO MATCH (E) NEW NEXTEL EQUIPMENT LOCATION
ON 1 ST FLOOR WITHIN A 290 SQ FT
ROOM (10'X29') LEASE AREA
(E) REST ROOM (TO REMAIN)
NEW ROOF MOUNTED AC UNIT 6
(2) LOCATIONS TYPICAL M-1
(E) WALL
(E) GLASS WINDOWS/WA
(TYPICAL)
(E) BUILDING (FOOT PRINT) 7
i �
I
I
I
1
I
1
I
I
I
I
I
I---------------...._
{
{
{
{
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I
{
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i
I
IC
I
I
I I
I I
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I
L-------------�
61
N
killDOOR FRS"""'^
AS REQUIRED
NEW WOOD S1
PAINT AND TE,
MATCH (E)
(N) STL STUD
WALL W/ 5/8
GYP BD TYPE
BOTH SIDES
3A
A-4
NEW/READJUS
WINDOW
LEVEL LANDING
1
NEW 3'-0" WIDE, GLASS
I ACCESS DOOR TO MATCH
I R 2
I $ A-4
I N
I�t
ct ell
NEW READJUSTED WINDOW
I
I
Ij,
—(E) ACCESS DOOR
NEEs
USE 16d NAILS AS REQUIRED
PER NAIUNG SCHEDULE PER
(CBC)
s--
SCALE;
3116" =1`-W' 51 p' 51 10'
DELTA GROUPS
INGINURING* INC.
CONSULTING I;NGINRRS
[TEL
62 Mi AVE.iNE, CA 92614
(949) 417-2664 FAX (949) 417-2663
FAI RV 1 EW
CA-7002
2715 W. 1st ST., SUITE C-1
SANTA ANA, CA 92703
ORANGE COUNTY
CURRENT ISSUE DATE:
04/13f 05
ISSUED FOR:
PERMIT
APPROVALS
APPROVED BY INITIALS DATE
LANDLORD
LEASING
ZONING
RF
E/P
G.P.M.
1104NX021 j
DRAWN BY
ICRCZWD
CHECKED BY
FC
Nn nATF tSSI IF
01-18-2005
PERMIT
A
04-13�05
PERMIT
SHEET TITLE
PROJECT AREA,
(E) & NEW CONDITION
PLAIN AND EQUIPMENT
LAYOUT
SHEET NUMBER
NOTE: IV,Nol-
l. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN'S
�- WAY SHALL BE MINIMUM OF 80" ABOVE THE WALKING
SURFACE AS MEASURE FROM THE BOTTOM OF THE
OBSTRUCTION.
34'-6" TOP OF
r
24'--6" T.O. E PARAP V I
ti
(E) CANOPY OVERHEAD
ot 6'-8" MIN., TYP. 1 !r
SEE NOTE ABO77
VE
i
FINISH GRADE
(E) GLASS WINDOWS/WALL (TYPICAL) (E) ACCESS DOOR TO 2ND FLOOR
TO REMAIN, NO CHANGE
(E) ACCESS DOOR
NEW NEXTEL EQUIPMENT LOCATION ON
NEW 3'-0" WIDE, GLASS ACCESS DOOR TO MATCH (E) 1ST FLOOR WITHIN A 290 SQ FT ROOM
ADJACENT DOORS (10'X29') LEASE AREA
NEW t6'—O" WIDE WALL SECTION, PAINT
AND TEXTURE TO MATCH (E)
SCALE:
EAST E L EVAT I O N :
3tt6" i'-0" 5' 0' 5' 10'
IA'-&" TnE) nC
IVLYY NLA ILL r-WVIf-MLIV l LV%-,M llVN MY lJ I
FLOOR WITHIN A 290 SQ FT ROOM (10'X29')
LEASE AREA
SCALE:
5` 0' 5' 10'
F��
n
IVLYY NL.A IL.L r-VVlFlVlLIV t LVUP'1 llViV Viv 1.31 �L) I LLk u f ruvvr-m U I L! I T LUWA I IUIV,
FLOOR WITHIN A 290 SQ FT ROOM (1O'X29') NEW NEXTEL P.O.C.
LEASE AREA
, , 34'-6" TOP OF
SCALE:
3116" =1'-0" 5' 0' 5' 10'
1.41-TV L-W%Jrr rrrr-.ry r t-vvn rrvry vry r.j r
FLOOR WITHIN A 290 SQ FT ROOM (10'X29')
LEASE AREA
m m
r , r
D111TA GRC UPS
Ct7NSUlTlNG >E1�16iN>EERS
26 INGINIERMCL MC
362 MCGAW AVE.
fRVINE, CA 92614
TEL. (949) 417-2664 FAX (949) 417-2663
HZ 7c Z: � ff--1 12 9f
NEXTEL COMMUNICATIONS, INC.
310 COMMERCE
IRVINE, CA 92602
;PHONE: (714) 368--3500
FAX: (714) 368--3540
FAIRVIEW
CA-7002
2715 W. 1st ST., SUITE C-1
SANTA ANA, CA 92703
ORANGE COUNTY
CURRENT ISSUE DATE:
i
04/13/05
s �►
ff
APPROVALS
APPROVED BY INITIALS DATE
LANDLORD
LEASING
ZONING
RF
C.P.M.
PROJECT NO
1104NX021
DRAWN BY
ICRC/WD
CHECKED BY
IFIC
NEB nATF t t IF
A
01-18--2005
PERMIT
A..
04-13--05
PERMIT
SHEET TITLE
NORTH, EAST,
WEST, & SOUTH
ELEVATIONS
SHEET NUMBER
A=3
6 OF 14
1%
NOTE:
* STUDS ATTACHED TO FLOOR AND TOP
OF CEILING (WHERE OCCUR) RUNNERS
WITH 1 /2" STEEL SCREWS ON BOTH
SIDEDS OF THE STUDS OR BY WELDING
OR BOLTING CONNECTIONS DESIGNED IN
ACCORDANCE WITH A.N.S.I. SPECIFICATIONS.
(E) HDR/BM, V.I.F.
(E) T BAR CLG WHERE OCCURS
's
-4
(N) 5/8" GYP BD TYPE "X" (N) 16a @
3 16" O.C.
" (N) 2x4 STUDS
2x4 PTDF SILL W/ 0.170"0 SHOT PINS �h @ 16"O.C.
032" O.C., W/ 1-1/4- EMBEDMENT
(RAMSET/REDHEAD LARR #22668, I.C.B.O. (N) STUCCO TO
#1639, OR EQ.) MATCH (E)
(E) EXTERIOR
(E) CONCRETE SLAB
r SIDEWALK SLAB
NOTES
1. ALL PENETRATIONS SHALL CONFORM
TO TITLE 24, CALIF. BLDG. CODE, SECTION 714
AND LOCAL BUILDING CODE.
2. PENETRATIONS THRU WALLS SHALL COMPLY WITH T24,
CBC, SECTION 709.6, AND LOCAL BUILDING CODES.
F RATING -- NOT LESS THAN THE REQ'D RATING
OF THE WALL PENETRATED.
3. PENETRATIONS THRU FLOOR/CEILING SHALL
COMPLY WITH T24, CBC, SECTION 710.2, AND
LOCAL BUILDING CODES. F&T RATING —NOT
LESS THAN 1 HR, NOR LESS THAN THE REQ'D RATING
OF THE FLOOR/CEILING PENETRATED.
F RATING: 1 & 1-1/2 HR,
T RATING: 0 & 1 /2 HR.
UL SYST. # WL 1051
OFRAMED WALL PENETRATION
(E) STRUCTURE
WHERE OCCURS
3 5/8"x18 GA TRACK TOP PLATE (CEMCO
METAL, LARR 124923, ICBO #3403P, OR
EQ.,) W/ (2) #8 SCREWS 0 24" O/C
TO STRUCTURE ABOVE
6'"08 GA. TRACK W/ 2 # 10 SCREWS
TO EACH STUD
6"x 18GA CEILING JOISTS (CEMCO
METAL, LARR #24923, ICBO #3403P, OR
EQ.,) 0 24" O/C
GENERAL, NOTES
*DOOR IS EQUIPPED W/ A LOCKING DEVICE WHICH MAY BE OPENED
FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE
* NEW 3'-0" x 7'-0" x 1--3/4" 16 GA. (1 HR.) HOLLOW METAL
DOOR AND FRAME. TO BE PROTECTED BY TIGHT FITTING SMOKE
AND DRAFT CONTROL ASSEMBLIES WITH A FIRE RATING OF 20
MINUTES.
* DOOR MANUFACTURER:
STEELCRAFT, DIVISION OF AMERICAN STANDARD CO. OR APPROVED
EQUAL. FRAME MANUFACTURER: TIMELY OR EQ. FINISH: DOOR AND
FRAME SHALL BE FACTORY PRIMED. IN FIELD, TOUCH UP WITH
ONE COAT SINCLAIR 15 CHROMEOXIDE METAL PRIMER AS
REQUIRED. PAINT 2 COATS SINCLAIR 7500 SINTEC ENAMEL, WHITE,
(OR MATCH COLOR OF (E) ADJACENT DOORS,) 1-2 MILS PER
COAT.
HARDWARE:
* (1--1 /2) PAIR BUTTS FBB NRP US26D 4-1/2- X 4-1/2 tf
STAN LEY.
�---- (N) 5/8" TYPE "X" GYP. BD. CEILING
() 1 CLOSER 4040—AL LCN
M .
(E) T BAR CLG WHERE OCCURS WHERE OCCURS (1) BEST 82T/83T DEADBOLTS (E2151--181 K)
'�' BLOCKING WHERE REQUIRED
(1) DOOR DROP SEAL 430CR PEMKO
o 3 5/8"08 GA STUDS CEMCO METAL, (1) SET DOOR SEAL S88D PEMKO
LARK 24923, I.C.B.O 3403P, OR EQ.,) (1) WALLSTOP WC-9 US32D BUILDERS BRASS WORKS
0 16 O.C. O.C. Wj 1 PUSH PLATE NO.40 .050 PLATE J301
3 5/8"X18 GA SILL PLATE (CEMCO METAL, () ( )
LARR #24923, I.C.B.O. #3403P, OR EQ.,) " " " (1) PULL PLATE NO.40DA .050 PLATE (J405)
W/ 0.177 0 SHOT PINS W/ 1 1 /4 MIN. 5 j8 GYP BD TYPE X BOTH SIDES
EMBEDMENT 0 32" O.C. (RAMSET/REDHEAD MIN. 2 1/2" TOP SET BASE, U.N.O.
LARK #22668, I.C.B.O. #1639, OR EQ.) EXISTING CONC. SLAB FLOOR, OR EQ., V.I.F. 1 /2" MAX. 1 /4„
4 AT 1:2 2
4. .. d: " d . . SLOPE MAX, 1 �-
d w
v v v
FIRE BLOCKS AND STOPS IN COMBUSTIBLE CONSTRUCTIQN A
IN ACCORDANCE WITH CBC SECTION 708.
4. CONTRACTOR TO ENSURE WATER TIGHTNESS AT
ALL WALL AND FLOOR PENETRATIONS.
5. CONTRACTOR TO X--RAY (E) SLABS FOR (E)
REINFORCEMENT LOCATION. FIELD VERIFY BOLT
LOCATIONS TO AVOID CUTTING TO THE (E)
REINFORCEMENT. IN NO CASE SHALL ANY BOLT
HOLE BE ALLOWED TO CORE THROUGH EXISTING
REINFORCEMENT.
6. NO TELECOMMUNICATION, MECHANICAL CONDUIT
IS ALLOWED TO PENETRATE EXIT STAIR ENCLOSURE
OR EXIT PASSAGE WAY ENCLOSURE (CBC CH10.)
"A' = DIA. OF CROWN =
DIAMETER OF THE WALL OPENING
PLUS 1" MIN.
FIRE -RATED GYPBD/STUD WALL ASSEMBLY
4" MAX. DIA. EMT, OR MTL (SCHED 40)
PROVIDE MAX 3/4' ANNULAR SPACE AROUND PIPE
FORMING MATERIAL SMINERAL WOOL, POLYSTYRENE,
ETC.,) RECESSED 1 FROM THE SURFACE FOR
TREMSTOP 1A INTUMESCENT SEALANT BY
TREMCO, BOTH SIDES, MIN 1/2" DEPTH INTO
ANNULAR SPACE (LARR #25100)
ADVL MATERIAL ADDED TO FORM 5/8"
CROWN AROUND CONDUIT AND
LAPPING 1" BEYOND OPENING
(E) CMU OR CONCRETE WALL
OR CONCRETE FLOOR
MIN 4 1 /4" THK
MAX 6" DIA STEEL PIPE
(SCHED 5 OR HEAVIER)
3/4" DEPTH TREMCO FS
)MESCENT FIRESTOP SEALANT,
5/8" CROWN (L.ARR# 25100)
...... 3 3/4" DEPTH
MINERAL WOOL (MIN 4pcf
DENSITY) TIGHTLY PACKED
f RA TING; 2 HR, T RA TING 0 HR
UL SYST # CA 1029
OCMU., CONC WALL, OR CONC FLOOR PENETRATION
DETAIL. A
(E) T BAR
3
A6
(N) STOREFF
TRANSOM—•M.
(W/ TEMPER
(N) 1 /4" PI
GLASS—MATC
(N) HEADER
(N) STOREFI
TRANSOM--M
(W/ TEMPEF
REMOVE (E) LOW WALL W/
BRICK VENEER AS REQ'D
(N) THRESHOLD
1
/
/
/
--- NEW 5/8" TYPE "X" GYP. BD.
C::(TO BE PAINTED)
NEW HDR (JAMB SIM)
II NEW METAL DOOR FRAME
NEW METAL DOOR PER
SPECIFICATIONS
THRESHOLD—PEMKO #277DR,
INSTALL PER MFR'S RECOMMENDATIONS
a
1
vx della groups
f �.
engineering,
irs.
NEXTEL COMMUNICATIONS, INC..
310 COMMERCE
IRVINE, CA 92602
PHONE: (714) 368-3500
FAX: (714) 368-3540
FAIRVIEW
CA-7002
2715 W. 1st ST., SUITE C-1
SANTA ANA, CA 92703
ORANGE COUNTY
CURRENT ISSUE DATE:
04/13/05
ISSUED FOR:
PERMIT
/:_
NOTE:^�
t
(E) HEADER
(E) STUCCO
1. SAFETY GLAZING SHALL COMPLY WITH CBC
SECTION 2406 FOR HAZARDOUS LOCATIONS
LISTED UNDER CBC SECTION 2406.4. THE
FOLLOWING WINDOWS REQUIRE SAFETY
i3
"
(E) STUCCO
GLAZING: GLAZING IN WINDOWS WITHIN A
J MOLD
24" ARC OF NEW EXTERIOR DOOR.
CAULKING
2. TYPE OF SAFETY GLAZING SHALL COMPLY
BACKING ROD
WITH CBC SECTION 2406 FOR GLAZING IN
FIXED OR OPERABLE PANELS. ADJACENT
APPROVALS
TO A DOOR WHERE THE NEAREST EXPOSED
APPROVED
BY
INITIALS
DATE
EDGE OF THE GLAZING IS WITHIN 24-INCH
LANDLORD
LEASING
ARC OF EITHER VERTICAL EDGE OF THE
DOOR IN A CLOSED POSITION AND WHERE
THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES ABOVE
ZONING
RF
THE WALKING SURFACE.
E/P
C.P.M.
PROJECT
NO
1104NX021
DRAWN BY
ICRC/WD
CHECKED
BY
FC
mn
nATF
M
0
01-18-2005
PERMIT
04-13--05
PERMIT
SHEET TITLE
SHEET NUMBER
NOTES:
1. ALL ROOF PENETRATIONS SHALL BE WATER TIGHT
SEALED, AND FIRE STOPPED TO COMPLY WITH
LOCAL BLDG. CODE REGULATIONS, REFER TO 4/A4
A35 0 8" O.C.
NEW CONDUIT OR CABLE
PER PLAN
17"X17" LOUVER RETURN
AIR GRILL SEE 2B/A6 SIM.
REMOVABLE LID WITH
SHEET METAL SCREWS
---EXH. FAN/GRILL
(SEE 2/A-6)
r
NEW 46 CURB SET IN FULL BED OF
CUSTOMIZEDBACKER ROD & SEALANT, TYP.
FIBER CANT STRIP, TYP.
NEW 20 GA SHEET METAL
ROOF MOUNTED
CABLE' (DOGHOUSE)
_-III INSTALL 1 I WAVEGUIDE
BOOT
ASSEMBLY AT OPENINGS USED
�0� FOR COMMUNICATION
CABLES a , , . , . , w . .
'T► OPENINGS
WAVEGUIDE ENTRY EMBEDDE1
SILICONEIN SEALANT
EXISTING `ii
ELEVATION VIEW
\_26 GA. G.I. BASE FLASHING EXTEND 8" MIN. BEYOND
I CURB SET IN FULL BED OF BITUMEN OVER EXISTING
e t BUILT—UP ROOF
(A- j -) BLK'G/FRAMING MEMBER @ WOOD FRAMING
EXISTING ROOF
NEW ROOF PENETRATION SAW CUT OR CORE DRILL AS NECESSARY, REFER TO NOTE 1
FUNNELED TO A 6" 0 RIGID SHEET METAL DUCT
SECTION
GROUND STRAP BOTH
SIDES (TYP.)
PLAN AT "L" JUNCTION 10
GROUND STRAP BOTH
SIDES (TYP.) SEE
3/— (SIM)
C" CLAMP
At l^klkAt—kl"r
"C" CLAMP SUPPORT BRACKET
CONNECTION TO CABLE LADDER
3/8" 0 x 3 1 /2" LONG LAG SCREW
AT 16" O.G. (PROVIDE CONNECTION
1 INTO A MINIMUM OF TWO (2) WALL
-,4- i- STUDS AT WOOD FRAMED WALLS.
CONNECTION TO WALL WITH
2"x6"x24" BATTEN BOARD
(ONE SIDE ONLY)
PLAN AT "T" JUNCTION 7 PLAN AT TYPICAL RUN PLAN AT WAL�CONNECTION
NOTES:
4
1. SEE LADDER RACK NOTES FOR ADDITIONAL INFORMATION.
CONNECTION OF BATTEN BOARD
TO (N) OR (E) MAS WALL:
1/2 313, 0 KWIK—BOLT WITH A
MINIMUM EMBEDMENT
OF 3 1 /2". NO SPECIAL
INSPECTION REQUIRED.
(I.C.B.O. ER-4627)
DOGHOUSE DETAIL HORIZONTAL CABLE LADDER RACK PLAN
i%-%01 rmlyrumul
OUTLINE OF NEXTEL CABINET
i
SECTION
(N) 1 /2" HILTI KWIK BOLT II
W/MIN. 3-1/2" EMBED. W/
SPECIAL INSPECTION. (ICBO f
(2 PER. CABINETS EACH SIDE;
>E CHANNEL FRAME
JIP. CAB. MFR.)
Q
(N) 1 /2" HILTI KWIK BOLT 11 W/MIN. 3-1/2"
EMBED. W/ SPECIAL INSPECTION. (ICBO #4627)
(2 PER. CABINETS EACH SIDE)
• i 0 lliziI
FINISH SCHEDULE
FLR
BASE
WALLS
CLG
NOTE
RESILIENT
RUBBER
5/8" TYPE
5/8" TYPE
FLR TILE,
COVE, ROPPE
"X" GYP BD
"X" GYP BD
ARMSTRONG
W/ ALKYD
W/ ALKYD
EQUIPMENT ROOM
#51836
COLOR:
PAINT
PAINT
BLACK
COLOR:
SHELTER
WHITE
NOTE: ALL FINISHES SH4L HAVE R AME SPREAD INDEX OF CLASS Ili,
OF 76M2OO, COMPLYING WITH C8C CHAPTER 6
(FINISH SCHEDULE
PLAN VIEW
GROUND
CONDUCTOR ALONG CABLE TRAYAND
GROUND AT BOTH ENDS.
2. CABLE
raYS SHALL BE
FREE
OF
SHARP OBJECTS
t BURRS
COULD'E CABLES. COVERS
SHALL BE . ! USING HOLD
DOWN CLIPS. SHEET METAL SCREWS
A i• _ r
., - o
0
0
0 _---
i
t a
CONCRETE`r
ii'
(N) 3/8" THICK STEEL
PLATE X 3" WIDE
SUPPLIED BY CAB
M FR.
ANCHOR W/ 1 /4"x3" LAG BOLT 0 EQUAL SPACING
(6'-0" O.C. MAX) TO WOOD FRAME CONSTRUCTION
OR 3/4"0 THREADED ROD W/ HILTI HY150 W/ MIN.
3-3/8" EMB. (ICBO #5193) FOR CONCRETE
CONSTRUCTION.
FA
CABLE LADDER WIDTH 12" MIN
OR SPANNING JOIST —TO —JOIST AS RQRD.
r
II
LL
LL
d
CABLE LADDER (SEE_xxT
CID
I PLAN FOR LOCATIONS)
r- SECTION - BB
NOTES:
1. INSTALL UNISTRUT AS REQUIRED. OTHERWISE, ATTACH DIRECTLY TO CEILING.
2. SEE CABLE LADDER NOTES FOR ADDITIONAL INFORMATION, 4
1. ALL CUT ENDS OF CABLE LADDER TO BE FILED SMOOTH AND
PAINTED WITH MATCHING COLOR.
CABLE TRAY WITH COVER
9" RUNGS, 4" LOADING
2. BOTTOM OF CABLE LADDER TO BE 7'-6" ABOVE FINISH
DEPTH. SUPPORT CABLES
FLOOR UNLESS NOTED OTHERWISE.
WITH TIE —WRAPS OR
STAINLESS STEEL CLAMP
3. CORNER BRACKETS TO BE ON THE INSIDE, UNLESS LADDER
EVERY 6 FT.
RUNGS INTERFERE, THEN CORNER BRACKETS MAY BE ON THE
OUTSIDE.
HOLD DOWN CLAMP
FASTENED TO 4"X4" WITH
4. CABLE LADDER RUNGS TO BE ON TOP OF HORIZONTAL
3/8" X 2 1 /2" LONG
LADDER AND AWAY FROM WALL ON VERTICAL LADDERS.
LAG SCREWS.
5. NUTS TO BE ON BOTTOM OF ASSEMBLY, OR TOWARDS WALL.
6. LADDER RACKS TO BE SUPPORTED USING (2)-5/8 "0
THREADED RODS AT 6'-0" O.C. (MAX).
PVC SLEEPER BY MTS.
7. AFTER FINAL LEVELING OF CABLE LADDER, CUT ROD SO THAT
REFER TO CATALOG FOR
1 /2" OF THE THREADS ARE EXPOSED BELOW THE NUT. CAP
SLEEPER LENGTH
WITH SAUNDERS BROS. PN SB 300--D.
MTS RUBBER MAT. P/N
MT—F1637 ATTACHED TO
8. ANCHOR ALL ENDS OF CABLE LADDERS TO WALL OR FLOOR.
ROOF & SLEEPER
W/PLASTIC ROOF CEMENT
SCALE:
?
LADDER RACK NOTES
SCALE:
NONE
NONE
"C" CLAMP (SAUNDERS
BROTHERS SB-157
SLOTTED HANGER CLIP
(3/ 16" HOT ROLLED HOLE)
EQUAL SPACING
LUG BOLT THROUGH (2) TWO HOLE
LUG, W/ STAR WASHERS. REMOVE
PAINT AT ALL CONNECTIONS, TYP.
ALIGNMENT SLEEVE
CABLE LADDER
GROUND BONDSTRAP—
#6 STRANDED (GREEN)
SCALE:
NONE
SCALE:
NONE
6►111A GROUPS
INGINURING4 INLa
CONSULTING e"GINFfRS
2362 MCGAW AYE.
fRVINE, CA 92614
iEL (949) 417-2664 FAX (949) 417-2663
ffz 7ffz 9
NEXTEL COMMUNICATIONS, INC.
310 COMMERCE
IRYINE, CA 92602
PHONE: (714) 368-3500
FAX: (714) 368-3540
FAIRVIEW
CA-7002
2715 W. 1st ST., SUITE C-1
SANTA ANA, CA 92703
ORANGE COUNTY
CURRENT ISSUE DATE:
04/13/05
ISSUED FOR:
PERMIT
APPROVALS
APPROVED BY INITIALS DATE
LANDLORD
LEASING
ZONING
RF
E/P
C.P.M.
PROJECT NO
I04NX021
DRAWN BY
CRC VY D
2 CHECKED BY
IFIC
Kill i1GTF IggIIF
01-18-2005
PERMIT
l \
04-13--05
PERMIT
SHEET TiTLE�
DETAILS
t
SHEET NUMBER
05410--METAL STUDS:
1. COMPLY WITH APPLICABLE REQUIREMENTS OF ASTM C 754.
2. STANDARD DRYWALL STUDS: OF 22 GAUGE ELECTRO--GALVANIZED STEEL HAVING PUNCHED
UTILITY OPENINGS AND KNURLED FLANGES AT LEAST 1-1/4" WIDE, WITH FLANGE RETURNS,
EXCEPT WHERE 20 GAUGE OR HEAVIER IS SHOWN SPECIFIED.
3. STUD HEIGHT: GAUGES SPECIFIED ABOVE ARE MINIMUM. WHERE REQUIRED STUD HEIGHT
EXCEEDS CODE APPROVALS, PROVIDE HEAVIER GAUGE STUDS AND/OR DECREASE STUD
SPACING AS NECESSARY TO CONFORM TO CODE APPROVALS, AT NO EXTRA COST TO OWNER.
4. STUD ACCESSORIES: PROVIDE ALL STANDARD RELATED ACCESSORIES INCLUDING FLOOR
AND CEILING TRACKS, CLIPS, FASTENERS, AND THE LIKE, OF THE SAME MANUFACTURERS AS
EACH TYPE OF STUD SPECIFIED, AS REQUIRED FOR COMPLETE INSTALLATIONS.
06062--LUMBER:
MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16%
REPETIVE USE MEMBERS
STUD AND PLATES STUD 2X4 TO 4X4 INCLUSIVE NO. 2
JOIST AND RAFTERS 2X6 TO 3X16 INCLUSIVE NO. 2
SINGLE USE MEMBERS POSTS AND MULLIONS
BEAMS 4X4 AND SMALLER NO. 2
4X NO. 2 4X6 OR LARGER NO. 2
6X OR LARGER NO. 1 6X6 OR LARGER NO. 1
MISCELLANEOUS LUMBER
BLOCKING, FURRING ETC. NO. 3
DECKING AND SHEATHING
2X, 3X, 4X COMM'L DEX.
1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS OTHERWISE
NOTED.
2. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH GRADING AND
DRESSING RULES #16 OF THE WEST COAST LUMBERMAN'S ASSOCIATION.
3. ALL WOOD BEARING ON CONCRETE\OR MASONRY 1F LESS THAN 4'-0" ABOVE GRADE
SHALL BE PRESSURE TREATED DOUGLAS FIR.
4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74
5. ALL STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC., UNLESS SPECIFICALLY
NOTED OR DETAILED.
6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS, ALL SUPPORTS.
7. HOLES FOR BOLTS SHALL BE BORED 1 /32" TO 1 /16" LARGER THAN NOMINAL BOLT
DIAMETER.
8. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD AND/OR NUT.
9. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD, ETC.
m IL
(E) CEILING -
NO CHANGE
(N) WALL/
CEILING
1 � � (E) WALL @
(E) R.R. OR
NEW WALL
SECTION
(E) ROOF LEVEL STRUCTURE
WHERE OCCURS
(N) DOGHOUSE
(E) 2ND ----�
FLOOR
WALL
(E)
FLOOR `
STRUCTURE
WHERE
OCCURS
(N)
CEILING/JOIST
(N)
5/8" "TYPE X"
G.B.
CEILING
(N) R-11 BATT
INSUL., V.I.F.
(E) WALL
NOTE5
1.ALL 2'X4' LIGHT FIXTURES & 2'X2' HVAC AIR
REGISTERS SHALL BE SUPPORTED BY 12 GA.
HANGER WIRES WITHIN 3" OF EACH CORNER
AND TWO (2) HANGER WIRES (SLACK)
AT DIAGONAL CORNERS. CEILING SYSTEM
SHALL NOT SUPPORT OTHER ITEMS.
2. WIRES TO PENDANT MOUNTED FIXTURES
SHALL BE 9 GAUGE AND FIXTURES
SHALL BE INDEPENDENTLY
SUPPORTED BY BUILDING
STRUCTURES.
MAIN
CROSS RUNNER
2" (MAX.) FROM BRACING -
WIRES TO CROSS RUNNERS
ADJACENT WALLS
NOTES
(1) 1/4 THE LENGTH
OF THE END RUNNER
WHICHEVER IS LEAST.
(2) NAILS 0 ENDS OF
HORIZ. STRUTS ARE
TO BE PLACED W/ NAIL
HEAD TOWARD CL OF
SPAN OF STRUT.
SEISMIC POST SCHEDULE
1. UP TO 8'-0" USE 1— 3 5/8" x
25 GA. MTL. STUD 0 12'-0" O.C.
2. 8'-0" TO 10'-0" USE
2— 1 5/8" 25 GA. MR. STUDS
12'-0" O.C. FASTENEND BACK
TO BACK 0 EACH SIDE OF MAIN
RUNNER, TYPICAL.
3. 10'-0" TO 15'-0" USE
2- 2 1 /2" 25 GA. MR. STUDS
FASTEN SAME AS NOTE #2.
4. ALTERNATE UP TO 5'-O" \V
USE 3/4" 0 E.M.T.
CONDUIT.
TYPICAL: #12 GA. VERTICAL HANGER WIRE
0 4'-0" O.C. EA. WAY FOR GRAVITY SUPPORT OF
(NEW) SUSPENDED CEILING SYS. (CBC 2504) W/
3 TIGHT TURNS IN 1 1 /2" BOTH ENDS OF WIRE
INSTALL COMPRESSION STRUT 0 12'-0"
EA. DIRECTION OR EVERY 144 S.F. OF
CEILING AREA PER CBC STD. 25-2,
LOCATE 0 SPLAY WIRE LOCATION WITH THE FIRST
POINT WITHIN 6 FEET OF EACH WALL
12 GA. SPLAY WIRE 0 12'-0" O.C. EA. WAY
W/ MIN. 4 TIGHT TURNS IN 1 1 /2" BOTH
ENDS OF WIRE. INSTALL IN 4 DIRECTIONS 0
90` ANGLE TO EACH, TYPICAL.
ARMSTRONG. ICBQ #5173
CEILING TILES
72 GA. HANGER WIRE MIN. 3 TIGHT TURNS AT TOP
AND BOTTOM OF WIRE.
MAIN OR CROSS RUNNERS 8" MAX. -
HORIZ. SPACER BAR W/ HORIZ. 6d OR PER NOTE (1)
RING SHANK NAIL (SEE NOTE 2)
ALTERNATE LOCATION WITHOUT
NAIL NOTCHING PERMITTED ONLY
0 RUNNER.
ACOUSTICAL PANEL
• i • _ � IIIiI!!!lIIIlI!!IlNHIIIII 1111111H
i i r J
PERIMETER MEMBER 0 STARTER & OPP. WALLS
MR. ATTACHMENT — 1 1/2" MIN. EMBEDMENT.
OPPOSITE WALLS
12 6A. HANGER WIRE
MIN. 3 TIGHT TURNS � CROSS RUNNER
MAIN RUNNER ACOUSTICAL PANEL
CEILING NOTES:
1. ALL HANGER WIRES SHALL BE #12 GALV. WIRE OR CODE -
APPROVED EQUAL.
2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED
AND BE SPACED IN ACCORDANCE WITH MFR'S SPECS.
3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT
SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED
BY LOCAL CODES.
4. AT LIGHT FIXTURES: PROVIDE #12 GALV. WIRE AT DIAG. OPPOSED.
AT SPLICE: PROVIDE 2-
#10 SCREWS AFTER TILE
PANELS INSTALLED.
EXISTING T- AR CEILING
SEISMIC POST OR EMT
CONDUIT, SEE SCHED.
MAIN RUNNER
HORIZ. RESTRAINT BRACE
12 GA. WIRE SPLAYED 0 45'
4-DIRECTIONS. ALL WIRES
ATTACHED TO MAIN RUNNER.
M o 92i29a
NEW COAX ENTRY HOOD WITH�I
CUSTOMIZED OPENING FOR
EXHAUST FAN AT ROOF
T�fl
� � G
i I
-%,
t t j ROOF LINE
L.
tt tl
it
�a
(E) T BAR,
NO CHANGE
(N) MIN. R-19 BATT
:
INSUL.
o (N) WALL/--//
I
c1' CEILING
(N) R-11 BATT INS
r
z 3A
V.I.F.
� A4
0_
C1
w
NEW NEXTEL
(E) WALL
EQUIPMENT ROOM
x
w
Z
Q
----- (N) MIN. R-11 BAIT
I
INSUL.
m
(E) ROOF
NEW EXHAUST FAN
WITH SHUTTERS BY
DAYTON MODEL #
7F67 OR EQUIVALENT.
INSTALL PER
MANUFACTURER'S
SPECIFICATIONS.
NEW EXHAUST FAN WITH SHUTTERS BY
DAYTON MODEL # 7F67 OR EQUIVALENT
NEW COAX ENTRY HOOD WITH
CUSTOMIZED OPENING FOR EXHAUST FAN
4'-1„
''I►.`"'-
1'-5"
FRONT VIEW
i�
N
SCALE:
NONE
UL.,
cvn�u,,unu rn�,nsra�
2362 MCGAW AVE.
IRVINE, CA 92614
TEL (949) 417-2664 FAX (949) 417-2663
NEXTEL COMMUNICATIONS, INC.
310 COMMERCE
IRVINE, CA 92602
PHONE: (714) 368-3500
FAX: (714) 368-3540
FAIRVIEW
CA-7002
2715 W. 1st ST., SUITE C--1
SANTA ANA, CA 92703
ORANGE COUNTY
CURRENT ISSUE DATE:
04/13/05
ISSUED FOR:
PERMIT
LIGHT AND VENTILATION NOTES:
1. ALL ENCLOSED PORTIONS OF BUILDINGS
CUSTOMARILY OCCUPIED BY HUMAN BEINGS
SHALL BE PROVIDED WITH A MECHANICALLY
OPERATED VENTILATION SYSTEM. SUCH
MECHANICALLY OPERATED VENTILATION
SYSTEM SHALL BE CAPABLE OF SUPPLYING
A MINIMUM OF 15 CUBIC FEET PER MINUTE
OF OUTSIDE AIR PER OCCUPANT DURING
SUCH TIME AS THE BUILDING IS OCCUPIED.
IF THE VELOCITY OF AIR AT A REGISTER
EXCEEDS 10 FEET PER SECOND, THE
REGISTER SHALL BE PLACED MORE THAN 8
FEET ABOVE THE FLOOR DIRECTLY BENEATH.
CBC SECTION 1202.2.1.
2. IN ALL BUILDINGS CL.ASSIF ED AS GROUP B,
F, M, AND S OR PORTIONS THEREOF
WHERE CLASS 1, 11 OR 11-A LIQUIDS ARE
APPROVALS
APPROVED BY
INITIALS
DATE
LANDLORD
LEASING
ZONING
R
E/P
C.P.M.
PROJECT NO
1104NX021
DRAWN BY
ICRCZWD
CHECKED BY
JFC
NO DATE ISSUE
USED, A MECHANICALLY OPERATED EXHAUST
VENTILATION, SHALL BE PROVIDED
SUFFICIENT TO PRODUCE SIX AIR CHANGES
PER HOUR. SUCH EXHAUST VENTILATION
SHALL BE TAKEN. FROM A POINT AT OR
NEAR THE FLOOR- LEVEL. CBC SECTION
" 202.2.2.
SCALE:
NONE
1� ,
■ ■
[.!.S►
01-18-2005
PERMIT
04-13-05
PERMIT
i- f7P7 TITI P
DETAILS
SHEET NUMBER