HomeMy WebLinkAbout1657 WP Ball Blvd (int remodel) (a) (2)CITI' OF SANFORD PERMIT APPLICATION
Permit # : (2>S—C� QA\L Date:
.lob Address: 11e5'I lam. P. tea« n
uo -
Description of Work: (_6JN\y'[E
D&)
Historic District: Zoning:
Value of 1Vork: S
Permit Type: Building_ Electrical
Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS
A ddition/A Iteration Change of Service Temporary Polc
Mechanical: Residential Non -Residential
Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures
# of Water & Sewer Lines # of Gas Lines'
Plumbing/New Residential: # of Water Closets
Plumbing Repair -Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage: Zoop
Construction Type: I # of Stories:
# of Dwelling Units: Flood Zone: (FEMA form required for other than x)
g 32 x°1-30 -Sol - �000 - oOZ,o
Parcel
(Attach Proof of Ownership &Legal Description)
Name&Address; NAQ sf�itnlh'�l�
C
r4
(nAUr—,TPI,ACE U—L . Io 9b liszumms t3ur4G
QOwners
2,001 4-x: %So . IWSL*E1&o
GA Scnk Phone: :710^ Ic045- (OS6A ,
Contractor Name & Address: *) �" YJ•M��-�C�
�pMQ y IB Z1 S 9.osuocL - RcAb i066
�
��bG 2
Number: IDS3 _
Phone & Fax: 7 O -S 1D 1
n ,S�t_a'teL,icense
-M3 Contact Person: _ 1 7 (f' OMA& Phone: 110— 5U.-CIZ10
Bonding Company: NIA
Address:
Mortgage Lender: IJ 1A
Address:
Architect//Engineer: P���U.IpS PhtLTIIJEQ.SHIP Phone:O•�3or�y� bbl b
Address: \db(�,�AILA�-P�4R� (► ��AItE �/'ISi.A113 s�il� �03Zi8 Fax: lip- S ly- 131q
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to me t standar of all la reg aliMcontruction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL GryI t LI� 'CES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
4
OWNER'S AFFIDAVIT: I certify that all o e o go g in r ation alcu Ste d th alill be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENR�� QBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING R TICE OF(� p� ►►vv1 [} ,
ti� (0C [?C
w
NOTICE: In addition to the requirements itliiitpgrmit, there may be additional restrictions apptt able to this property that may be found in the public records of
this county, and there may be additional its"quired h e es such as wato'v management districts, state agencies, or federal agencies.
Acceptance of pe it is verification that P �Iify the the e e iremen of Florida Lie Law, FS 713.
Si at re o Owner/Agent Date Signa ure of Contractor/Agent Dat
t Qwn►er/Agent's Na Print Contractor/Agent's Name
7, 2w d& 1 0- •0�
118rry-public,
-State of Florida Date Signature of Notary -State of Florida Date
NY S. FLANDERS
Cobb County, Georgia
MY C0Mrl88IQgExpireS January 27, 2007
Owner/Agent is _2�, Personally Known to Me or Contractor/Agent is _ Personal ly Known to Me or
Produced ID Produced ID
APPLICATION APPROVED BY: BidL N (' j 2 p Il ltr! � '
Zoning: Y Utilities: FD:
(Initial & Date) (Initial & Date) (Initial & Date) (Ini
Special Conditions:
TEAM
MEMBERS
E
1657 W.P. BALL BOULEVARD
THE MARKETPLACE AT SEMINOLE TOWNE CENTER
PROJECT
SANFORD, FLORIDA
A DEVELOPMENT FOR
NORTH AMERICAN PROPERTIES
INFORMATION
MAX.
1080 HOLCOMB BRIDGE ROAD
BUILDING 200, SUITE. 150
ROSWELL, GEORGIA 30075
770-645-6566
VICINITY
lkiI5 rmil mi
Saint Johns River
A lito r Far
La
M
t-`�� '
p� Lake MariettalV
02004 NUo0u"tcom. Inc.: 02004
SHOPS E
KEYPLAN
0
NORTH
SYMBOLS
FACE OF STRUCTURE
CENTERLINE OF COLUMN
24 NOTE TAG REFERENCING
�— GENERAL NOTES ON PLANS
DOOR NUMBER,
SEE DOOR SCHEDULE
3 ELEVATION MARK
A-4.1
4
A-6.2
ENLARGED PLAN
DETAIL MARK
SECTION MARK
A-5.4 'SIM' - SIMILAR
'OH'- OPPOSITE HAND
GENERAL
NOTES
1. GENERAL CONTRACTOR SHALL FIELD VERIFY SURVEY
LOCATION AND ALL EXISTING CONDITIONS AND
DIMENSIONS PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE TENANT (IF
APPLICABLE) AND ARCHITECT.
2. THE GENERAL CONTRACTOR SHALL OBTAIN PERMITS,
APPROVALS, INSPECTIONS, CERTIFICATE FOR
COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS
REQUIRED.
3. GENERAL CONTRACTOR SHALL CHECK IN WITH AND
COORDINATE ALL WORK WITH THE LANDLORD'S PROJECT
PERSONNEL.
4. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY
POWER, LIGHT, AND TELEPHONE IN ACCORDANCE WITH
THE LANDLORD'S REQUIREMENTS. GENERAL
CONTRACTOR SHALL REMOVE ALL THESE ITEMS AT THE
COMPLETION OF WORK OR AS REQUIRED.
5. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL
TIMES, ALL APPROVED DRAWINGS INCLUDING ALL
REVISIONS AND ADDENDA.
6. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK IN A
NEAT AND PROFESSIONAL MANNER.
EGRESS
CALCULATIONS
USE
AREA (S.F.)
SQ. FT. PER
LOCATION:
CITY OF SANFORD
PERSON
LOAD
SEMINOLE COUNTY, FLORIDA
OWNER:
NORTH AMERICAN PROPERTIES
JEFF PAPE
1080 HOLCOMB BRIDGE ROAD
JOEL MABRY
PROJECT ADDRESS:
BLDG. 200 SUITE 150
TEL: (770) 643-6566
ROSWELL, GA 30075
FAX: (770) 643-9540
1657 W.P. BALL BOULEBARD
SANFORD, FLORIDA 32771
ARCHITECT:
PHILLIPS PARTNERSHIP
ROB FRENCH
9000 CENTRAL PARK WEST
DWIGHT BAILEY
SUITE 400
TEL: (770) 394-1616
ATLANTA, GA 30328
FAX: (770) 394-1314
CIVIL:
KIMLEY-HORN ASSOCIATES
JEFF BRITTAIN
3660 MAGUIRE BLVD.
SUITE 200
TEL: (407) 898-1511
ORLANDO, FL 32803
FAX: (407) 898-4791
STRUCTURAL:
HAINES GIPSON & ASSOCIATES
RANDY GIPSON
1550 NORTH BROWN ROAD
SUITE 100
TEL: (770) 491-7550
TUCKER, GA 30043
FAX: (770) 491-7750
MECHANICAL/
JORDAN & SKALA
LYNN WITCHER
SITE ZONING:
PD
PLUMBING:
5365 OAKBROOK PARKWAY
JEREMY WAITS
BUILDING SET BACKS:
FRONT: 25'-0"
NORCROSS, GA 30093
TEL: (770) 447-5547
REAR: 20'-0"
FAX: (770) 448-0262
SIDE: 10'-0"
ELECTRICAL:
JORDAN & SKALA
TONY OWEN
WIND SPEED:
110 MPH
5365 OAKBROOK PARKWAY
TEL: (770) 447-5547
SIESMIC ZONE: REFER
TO STRUCTURAL DRAWINGS
NORCROSS, GA 30093
FAX: (770) 448-0262
APPLICABLE CODES:
FLORIDA BUILDING CODE (FBC)
2001 EDITION
LIFE SAFETY CODE (NFPA 101)
2000 EDITION
LANDSCAPE
SITE SOLUTIONS
DAVID FLOYD
NATIONAL ELECTRIC CODE (NEC)
2002 EDITION
ARCHITECT:
5064 ROSWELL ROAD
MONIQUE LACASSE
FLORIDA BUILDING CODE - GAS VOLUME (IGV) 2000 EDITION
SUITE C-101
TEL: (404) 705-9411
FLORIDA BUILDING CODE -
ATLANTA, GA 30342
FAX: (404) 459-9412
MECHANICAL VOLUME (IMV)
2000 EDITION
FLORIDA BUILDING CODE -
GENERAL
YOUNG CONTRACTING COMPANY
RANDY THOMAS
PLUMBING VOLUME (IPV)
2000 EDITION
CONTRACTOR:
8215 ROSWELL ROAD
TEL: (770) 522-9270
BUILDING 400
FAX: (770) 522-9273
ATLANTA, GA 30350
OCCUPANCY CLASSIFICATION:
MERCANTILE
TYPE OF CONSTRUCTION:
TYPE IV UNPROTECTED
BUILDING
CITY OF SANFORD
DON FLORIAN
SPRINKLERED
DEPARTMENT:
300 N. PARK AVENUE
SANFORD, FL 32772
TEL: (407) 330-5657
ALLOWABLE HEIGHT:
2 STORIES - 55'
FAX:
ACTUAL HEIGHT: ONE
STORY - VARIES (35'-0" MAX.)
FIRE
SANFORD FIRE DEPARTMENT
TIM ROBLES
ALLOWABLE AREA:
UNLIMITED (FBC 503.4.1)
DEPARTMENT:
FIRE PREVENTION DIVISION
OCCUPANT SEPARATION:
N/A
P.O. BOX 1788
TEL: (407) 302-2520
TENANT SEPARATION:
1 HOUR
SANFORD, FL 32771
FAX: (407) 302-2526
EXITS REQUIRED:
2 HOUR
SITE
THE BRIAR CORPORATION
BOB HARRELL
EXITS PROVIDED:
2 HOUR
CONTRACTOR:
PO BOX 470264
TEL: (407) 321-2773
LAKE MONROE, FL 32747
FAX
TRAVEL DISTANCE:
SPRINKLERED:
75'-0"
MAX.
1080 HOLCOMB BRIDGE ROAD
BUILDING 200, SUITE. 150
ROSWELL, GEORGIA 30075
770-645-6566
VICINITY
lkiI5 rmil mi
Saint Johns River
A lito r Far
La
M
t-`�� '
p� Lake MariettalV
02004 NUo0u"tcom. Inc.: 02004
SHOPS E
KEYPLAN
0
NORTH
SYMBOLS
FACE OF STRUCTURE
CENTERLINE OF COLUMN
24 NOTE TAG REFERENCING
�— GENERAL NOTES ON PLANS
DOOR NUMBER,
SEE DOOR SCHEDULE
3 ELEVATION MARK
A-4.1
4
A-6.2
ENLARGED PLAN
DETAIL MARK
SECTION MARK
A-5.4 'SIM' - SIMILAR
'OH'- OPPOSITE HAND
GENERAL
NOTES
1. GENERAL CONTRACTOR SHALL FIELD VERIFY SURVEY
LOCATION AND ALL EXISTING CONDITIONS AND
DIMENSIONS PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE TENANT (IF
APPLICABLE) AND ARCHITECT.
2. THE GENERAL CONTRACTOR SHALL OBTAIN PERMITS,
APPROVALS, INSPECTIONS, CERTIFICATE FOR
COMPLIANCE AND CERTIFICATE OF OCCUPANCY AS
REQUIRED.
3. GENERAL CONTRACTOR SHALL CHECK IN WITH AND
COORDINATE ALL WORK WITH THE LANDLORD'S PROJECT
PERSONNEL.
4. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY
POWER, LIGHT, AND TELEPHONE IN ACCORDANCE WITH
THE LANDLORD'S REQUIREMENTS. GENERAL
CONTRACTOR SHALL REMOVE ALL THESE ITEMS AT THE
COMPLETION OF WORK OR AS REQUIRED.
5. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL
TIMES, ALL APPROVED DRAWINGS INCLUDING ALL
REVISIONS AND ADDENDA.
6. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK IN A
NEAT AND PROFESSIONAL MANNER.
EGRESS
CALCULATIONS
USE
AREA (S.F.)
SQ. FT. PER
OCCUPANT
PERSON
LOAD
TOTAL OCCUPANCY
2,000
30
67
UNITS OF EGRESS REQUIRED (0.20"x67)
MEANS OF EGRESS AT FRONT (PROVIDED)
MEANS OF EGRESS AT REAR (PROVIDED)
TOTAL UNITS OF EGRESS (PROVIDED)
13.4 IN. (32 IN. MIN.)
34 INCHES
34 INCHES
68 INCHES
3
7
CITY p�
DRAWING
INDEX
ARCHITECTURAL
A-0.1 COVER SHEET
A-1.1 FLOOR PLAN, DETAILS, & SPECS
MECHANICAL
M-1.1 WHITE BOX FLOOR PLAN MECHANICAL
PLUMBING
P-1.1 WHITE BOX FLOOR PLAN PLUMBING
ELECTRICAL
E-1.1 WHITE BOX FLOOR PLAN ELECTRICAL
REV.
By: 7 . -
Sanford Fire Pre
Date: / i
U]
OCT 2 tipl4
REVISION # 38 SUMMARY
A. SHEET ADDED
PHILLIPS
P A R T N E R S H I P
Architecture - Interior Design - Planning
Pham 770.3941616 ` 770.3941314
RF RE l
K
J
I
L s E F G H
E�E]
g C D
CONSULTANT
SEAL
REVISIONS
# DATE DESCRIPTION
A 10/18/04 SHOPS WHITE BOX
This document is a Phillips Partnership. PC and is
considered on Instrument of Service and is solely for use with
respect to the project as indicated below. NI rights reserved.
This document may not be reproduced without the prior
written consent of Phillips Partnership. PC.
TENANT
STANDARD WHITE
BOX SHOP
1657 W.P. BALL BOULEVARD
PROJECT
THE MARKETPLACE
AT SEMINOLE TOWNE CENTER
0
SANFORD, FLORIDA
CLIENT
NORTH AMERICAN PROPERTIES
NORTH AMERICAN PROPERTIES -ATLANTA
1080 HOLCOMB BRIDGE ROAD
BUILDING 200, SUITE 150
ROSWELL, GA 30075
TEL (770) 645-6566 FAX (770) 643-9540
PHILLIPS JOB NUMBER
0208616
ISSUE DATE
05/14/04
DRAWN BY/CHECKED BY
JLS/DEB
DRAWING TITLE
COVER
SHEET
SHEETBU
38 A
AmOml
000 CENTRAL PARK
m SUITE 400 a
O. .
1 WHITE BOX FLOOR PLAN
A-1.1 SSE: 1/8"=1'-0"
NORTH
(D
REFER TO DOOR SCHEDULE
FOR TYPICAL DOOR &
HARDWARE, SHEET RA -7.1
DRINKING FOUNTAIN -
SEE PLUMBING
DRAWINGS
I
- - -
I
I �
I m
o o
GRAB BARS TO MEET
m
1 I ADA AND H OIDCAP
- � m
J
NORTH
2 REFLECTED CEILING PLAN
A•1,1 SCALE: 118"=1'-0" (D
NOTE DN161ISIONSARE
TO WALL F NEH U.N.O.
HELVETICA MEDIUI
WHITE VINYL ADH
LETTERS 4" HIGH
N C'1TI= -
EACH DOOR SHALL
BE LABELED WITH
RESPECTIVE SHOP
NUMBERS (TYP. AT
ALL REAR DOORS.)
r
1657
M.
3'-0" 3'-6" 6.
11
SLOPE
10 TYP. CEILING PROFILE
A-11 SCALE: N.T.S.
7 REAR DOOR DETAIL B FRONT DOOR DETAIL 9 NOT USED
A-1,1 SCALE: 1/4'=1'-0" A-1.1 SLE: 1/4"=1'-0" A-1.1 SCALE: 114'=1'4"
LAVATORY WI 18' x 36"
WALL HUNG MIRROR, TYP
6 ENLARGED RESTROOM PLAN
A 1.1 SCALE: 1/4"=1'-0"
WALL TYPES
RESTROOM NOTES:
1. ALL TOILET FIXTURES AND MOUNTING HEIGHTS SHALL
COMPLY WITH LOCAL HANDICAP CODES AND ADA.
2. USE SAME LAVATORY SPACING & TOILET SPACING FOR
RESTROOMS WITH DIFFERENT CONFIGURATIONS.
3. PROVIDE 2x4 BLOCKING AT ALL GRAB BAR LOCATIONS.
4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL
BE INSULATED TO PROTECT AGAINST CONTACT. THERE
SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER
LAVATORIES.
5. RESTROOM WALLS TO EXTEND TO A MINIMUM HEIGHT OF
12'-6" ABOVE FINISHED FLOOR. EXTEND TO ROOF DECK
WHERE REQUIRED.
NOTE: DIMENSIONS ARE
TO FACE OF STUD U.N.O.
PROVIDE PAPER HOLDER
& MIRROR FOR EACH
TOILET ROOM
61 3-5/8-,25 GAUGE DRY WALL METAL STUDS AT 16"o.c. TO 6" ABOVE CLG,
WITH 1 LAYER OF 5/8" GYP. BD. EACH SIDE, MOISTURE RESISTANT AT
TOILET INTERIOR ONLY.
B2 1" METAL FURRING CHANNELS @ 24" O.C. W/ 1" RIGID
INSULATION (R-5 MIN) AND 1/2" GYP. BOARD OVER TILT -UP PANEL.
63
6-,25 GAUGE METAL STUDS @ 16" O.C. WITH BATT INSULATION
(R-11 MIN) AND (2) LAYERS OF 5/8" TYPE W GYP BOARD
@ THE INTERIOR FACE.
R1 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE
AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS
16" O.0 WITH BATT INSULATION (MIN. R-11)AND 5/8" TYPE'X'
(FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK.
MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465,
R2 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE
AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS
12" O.0 WITH BATT INSULATION (MIN. R-11) AND 5/8" TYPE'X'
(FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK.
MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465,
R3 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE
AND CONSTRUCT WITH 6", 25 GAUGE DRY WALL METAL STUDS AT 16" O.0
WITH BATT INSULATION AND 5/8', TYPE'X' (FIRE CODE) GYPSUM
BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT
TOILET INTERIOR ONLY.
R3 TWO-HOUR RATED PARTITION EXTENED TO DECK ABOVE
AND CONSTRUCT WITH 6-,25 GAUGE DRY WALL METAL STUDS AT
WITH BATT INSULATION (MIN. R-11) AND (2) LAYERS OF 5/8" TYPE'X'
(FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK
R4 TWO-HOUR RATED PARTITION EXTENED TO DECK ABOVE AND
CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS AT 16" O.C.
WITH BATT INSULATION (MIN. R-11) AND (2) LAYERS OF 5/8" TYPE'X'
(FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK
FINISH SCHEDULE
KEY MATERIAL MANUFACTURER SPECIFICATIONS
INSTALL
18'W x 30'H (2/cs) MIRROR
FRAME
U-2 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT
DESCRIPTION
CENTERED ABOVE
INSTALL
G.C.
SIZE (W x H x T)
LAVATORY - STAINLESS
=
CC -1 UNSEALED CONCRETE BROOM CLEAN
MARK
STEEL FRAME
- -
2'X 4' ACOUSTICAL LAY -IN
L.K.
G.C.
O
CEILING
Y-0" X T-0"
TEMPERED GLASS,
2' X 4' ACOUSTICAL LAY -IN
EXHAUST FAN VENTED
- - 18"W x 30"H (21cs) MIRROR
z
CEILING
TO EXTERIOR WALL
CENTERED ABOVE
O
/
V
NOTES:
1. ALL FLOORING IS TO BE INSTALLED ACCORDING TO MANUFACTURER'S WRITTEN PROCEDURES.
2. ALL NEW AND OR EXISTING SURFACES SHALL BE PREPARED AS REQUIRED TO RECEIVE NEW FINISHES.
3. CONTRACTOR TO PROVIDE TRANSITION STRIPS AT ALL CHANGES BETWEEN DIFFERENT FLOOR TYPES.
4. CONTRACTOR TO INSTALL ONLY'CUT' ACT. ALL OTHER ACT TO BE SUPPLIED AND STORED IN SPACE FOR
INSTALLATION BY TENANT. CONTRACTOR SHALL SUBMIT SAMPLES TO ARCHITECT AND RECEIVE WRITTEN
APPROVAL BEFORE INSTALLATION.
LAVATORY - STAINLESS
/
V/
(SHELL SCOPE)
O(2)
STEEL FRAME
3'-0"
1'-6"
TEMPERED GLASS,
ALUM.
42" GRAB
z� BAR 1 36' GRAB
N
MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH.
ea �
iSo
STORE FRONT
1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP.
O4
(SHELL SCOPE)
O3
✓
✓
3'-0"x 7'-0"
HOLLOW CORE
-------------
Cni�T
N
¢q
CV G CV 3
p�,
d
WOOD
PAINTED
OFFICE.
TOILET PAPER 12' X 12" ACCESS 1'-3" LAVATORY
6'
e- L
DISPENSER PANEL
CLEARANCE
3'-0" X 7'-0"
L
HOLLOW METAL
ALUM.
USED AT BACK OF THE STORE ONLY.
1,-0' BASE
3 RESTROOM ELEV. - SIDEWALL KT
RESTROOM ELEV. - PLUMBING WALL
r5
RtSTROOM ELEV. - SIDEWALL
M1.1 SCALE: 1/4"=1'-0" L-1
SCALE: 1/4"44'
A_1 1
SCALE: 1/4"=1'-0'
NOTE DN161ISIONSARE
TO WALL F NEH U.N.O.
HELVETICA MEDIUI
WHITE VINYL ADH
LETTERS 4" HIGH
N C'1TI= -
EACH DOOR SHALL
BE LABELED WITH
RESPECTIVE SHOP
NUMBERS (TYP. AT
ALL REAR DOORS.)
r
1657
M.
3'-0" 3'-6" 6.
11
SLOPE
10 TYP. CEILING PROFILE
A-11 SCALE: N.T.S.
7 REAR DOOR DETAIL B FRONT DOOR DETAIL 9 NOT USED
A-1,1 SCALE: 1/4'=1'-0" A-1.1 SLE: 1/4"=1'-0" A-1.1 SCALE: 114'=1'4"
LAVATORY WI 18' x 36"
WALL HUNG MIRROR, TYP
6 ENLARGED RESTROOM PLAN
A 1.1 SCALE: 1/4"=1'-0"
WALL TYPES
RESTROOM NOTES:
1. ALL TOILET FIXTURES AND MOUNTING HEIGHTS SHALL
COMPLY WITH LOCAL HANDICAP CODES AND ADA.
2. USE SAME LAVATORY SPACING & TOILET SPACING FOR
RESTROOMS WITH DIFFERENT CONFIGURATIONS.
3. PROVIDE 2x4 BLOCKING AT ALL GRAB BAR LOCATIONS.
4. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL
BE INSULATED TO PROTECT AGAINST CONTACT. THERE
SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER
LAVATORIES.
5. RESTROOM WALLS TO EXTEND TO A MINIMUM HEIGHT OF
12'-6" ABOVE FINISHED FLOOR. EXTEND TO ROOF DECK
WHERE REQUIRED.
NOTE: DIMENSIONS ARE
TO FACE OF STUD U.N.O.
PROVIDE PAPER HOLDER
& MIRROR FOR EACH
TOILET ROOM
61 3-5/8-,25 GAUGE DRY WALL METAL STUDS AT 16"o.c. TO 6" ABOVE CLG,
WITH 1 LAYER OF 5/8" GYP. BD. EACH SIDE, MOISTURE RESISTANT AT
TOILET INTERIOR ONLY.
B2 1" METAL FURRING CHANNELS @ 24" O.C. W/ 1" RIGID
INSULATION (R-5 MIN) AND 1/2" GYP. BOARD OVER TILT -UP PANEL.
63
6-,25 GAUGE METAL STUDS @ 16" O.C. WITH BATT INSULATION
(R-11 MIN) AND (2) LAYERS OF 5/8" TYPE W GYP BOARD
@ THE INTERIOR FACE.
R1 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE
AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS
16" O.0 WITH BATT INSULATION (MIN. R-11)AND 5/8" TYPE'X'
(FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK.
MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465,
R2 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE
AND CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS
12" O.0 WITH BATT INSULATION (MIN. R-11) AND 5/8" TYPE'X'
(FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK.
MOISTURE RESISTANT @ TOILET INTERIOR ONLY. UL DESIGN NO. U465,
R3 ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE
AND CONSTRUCT WITH 6", 25 GAUGE DRY WALL METAL STUDS AT 16" O.0
WITH BATT INSULATION AND 5/8', TYPE'X' (FIRE CODE) GYPSUM
BOARD BOTH SIDES, FIRE TAPED TO DECK. MOISTURE RESISTANT
TOILET INTERIOR ONLY.
R3 TWO-HOUR RATED PARTITION EXTENED TO DECK ABOVE
AND CONSTRUCT WITH 6-,25 GAUGE DRY WALL METAL STUDS AT
WITH BATT INSULATION (MIN. R-11) AND (2) LAYERS OF 5/8" TYPE'X'
(FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK
R4 TWO-HOUR RATED PARTITION EXTENED TO DECK ABOVE AND
CONSTRUCT WITH 3 5/8", 18 GAUGE DRY WALL METAL STUDS AT 16" O.C.
WITH BATT INSULATION (MIN. R-11) AND (2) LAYERS OF 5/8" TYPE'X'
(FIRE CODE) GYPSUM BOARD BOTH SIDES, FIRE TAPED TO DECK
FINISH SCHEDULE
DOOR SCHEDULE
KEY MATERIAL MANUFACTURER SPECIFICATIONS
INSTALL
W-1 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT
FRAME
U-2 GYPSUM BOARD TAPED, FLOATED, SANDED AND READY FOR PAINT
DESCRIPTION
_._.
INSTALL
G.C.
SIZE (W x H x T)
MATERIAL
=
CC -1 UNSEALED CONCRETE BROOM CLEAN
MARK
c C.
O
✓
L.K.
G.C.
O
IF NEW IS REQUIRED, PROVIDE:
Y-0" X T-0"
TEMPERED GLASS,
ALUM.
ALUM.
ACT -1 CEILING TILEIGRID ARMSTRONG MINA BOARD CORTEGA 2x4 CEILING TILE / 7300 SERIES: WHITE
z
GS -1 EXPOSED STRUCTURE NO FINISH
MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH.
O
/
V
NOTES:
1. ALL FLOORING IS TO BE INSTALLED ACCORDING TO MANUFACTURER'S WRITTEN PROCEDURES.
2. ALL NEW AND OR EXISTING SURFACES SHALL BE PREPARED AS REQUIRED TO RECEIVE NEW FINISHES.
3. CONTRACTOR TO PROVIDE TRANSITION STRIPS AT ALL CHANGES BETWEEN DIFFERENT FLOOR TYPES.
4. CONTRACTOR TO INSTALL ONLY'CUT' ACT. ALL OTHER ACT TO BE SUPPLIED AND STORED IN SPACE FOR
INSTALLATION BY TENANT. CONTRACTOR SHALL SUBMIT SAMPLES TO ARCHITECT AND RECEIVE WRITTEN
APPROVAL BEFORE INSTALLATION.
DOOR SCHEDULE
HARDWARE SCHEDULE
PROVIDED BY
INSTALL
DOOR
FRAME
REMARKS
DESCRIPTION
PROVIDED BY
INSTALL
G.C.
SIZE (W x H x T)
MATERIAL
MATERIAL
O "
MARK
c C.
O
✓
L.K.
G.C.
O
IF NEW IS REQUIRED, PROVIDE:
Y-0" X T-0"
TEMPERED GLASS,
ALUM.
ALUM.
USED AT MAIN ENTRANCE ONLY.
MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH.
O
/
V
STOREFRONT
/
�/
/
V/
(SHELL SCOPE)
O(2)
Y-0" X T-0"
TEMPERED GLASS,
ALUM.
ALUM.
USED AT MAIN ENTRANCE ONLY.
MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH.
Ov
STORE FRONT
1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP.
O4
(SHELL SCOPE)
O3
✓
✓
3'-0"x 7'-0"
HOLLOW CORE
WOOD TO BE
USED AT RESTROOM AND
WOOD
PAINTED
OFFICE.
O
3'-0" X 7'-0"
H LL W RE
METAL TO BE
HOLLOW METAL
ALUM.
USED AT BACK OF THE STORE ONLY.
PAINTED
TO BE PAINTED
(SHELL SCOPE)
HARDWARE SCHEDULE
WHITE BOX CONSTRUCTION CRITERIA
(SUBJECT TO MINOR REVISION, PLEASE REFER TO LANDLORD'S DRAWINGS)
SHELL CONSTRUCTION CRITERIA
GENERAL CONSTRUCTION
1. CONCRETE FLOOR SLAB
MARKETPLACE AT TOWNE CENTER SHOPPING CENTER
SANFORD, FL
SHELL CONSTRUCTION CRITERIA
GENERAL CONSTRUCTION
1. CONCRETE FLOOR SLAB
A) 4" - 3,000 PSI CONCRETE, WIRE MESH, 6 MIL VAPOR BARRIER
TURN DOWN SLAB AT FRONT WALL
UNFILLED EXPANSION CONTROL JOINTS
UNSEALED, EXPOSED CONCRETE (BROOM CLEAN)
LAST 15' OF SLAB AT BACK OF SPACE TO BE LEFT UNPOURED
2. CONCRETE SIDEWALK
A) 4" - 3,000 PSI CONCRETE
NO WIRE MESH
TOOLED JOINTS WITH 2" TROWEL
3. CONCRETE TILT PANEL - EXTERIOR WALLS (REAR AND SIDE WALLS OF
BUILDING) WILL REMAIN AS EXPOSED CONCRETE FOR THE SHELL SPACES.
4. STOREFRONT
B) ONE SINGLE DOOR UNLESS NOTED OTHERWISE ON THE LANDLORD'S
DRAWINGS)
BLACK ANODIZED ALUMINUM FINISH (OR COLOR, IF SPECIFIED IN THE
LANDLORD'S DRAWINGS)
9'- 0" HIGH W/ A 2'-0" TRANSOM AT 10'-0" AFF, OR AS NOTED
DOUBLE STOREFRONT DOORS, ONLY AS NOTED (SEE LANDLORD'S DRAWINGS)
STOREFRONT DOOR WITH STANDARD HARDWARE AND CLOSURE. LOCK
CYLINDER TO BE KEYABLE TO REAR DOOR.
KEYED FOR MASTER KEY TO FRONT AND REAR DOOR
5. REAR DOORS
C) ONE SINGLE, HOLLOW METAL DOOR, UNLESS NOTED OTHERWISE IN THE
LANDLORD'S DRAWINGS.
TX T H.M. DOOR AND FRAME, DRIP AND WEATHER-STRIP
STANDARD HARDWARE (PER LOCAL CODE) WITH CLOSER. LOCK CYLINDER TO
BE KEYABLE TO STOREFRONT DOOR.
KEYED FOR MASTER KEYING (FRONT AND REAR DOOR)
PAINT ON BOTH SIDES OF THE DOOR
6. FRONT WALL ABOVE THE STOREFRONT.
D) TAPED AND PAINT READY TO 12'-6" AFF
E) INSULATED WITH 3-1/2" BATT INSULATION.E
ROOFING SHEET METAL
1.45 MIL TPO SINGLE -PLY, WITH 60 MIL VERTICAL FLASHING AND R-15 RIGID
INSULATION, OR PER CODE.
2. GUTTER AND DOWNSPOUTS - FIELD PAINTED, GALVANIZED (UNLESS NOTED
OTHERWISE IN THE LANDLORD'S DRAWINGS).
PLUMBING/FIRE PROTECTION
1. SANITARY SEWER LATERALS STUBBED AND CAPPED 5" AFF INSIDE THE
SPACE (NO VENT).
2. DOMESTIC WATER LINE STUBBED INTO EACH SPACE (OVERHEAD).
3. FIRE PROTECTION
F) SPRINKLER SYSTEM, COMPLETE PER CODE AND NFPA REQUIREMENTS FOR
"SHELL".
G) SPRINKLER HEADS TURNED TO AN UPRIGHT POSITION
H) FIRE RISERS WILL BE PROVIDED AT A LOCATION WITHIN ONE SPACE FOR
EACH BUILDING.
1) SPRINKLER DESIGN/DISTRIBUTION TO BE COMPLETED BY THE SPRINKLER
SUBCONTRACTOR, SUPPLY LINES SHOULD BE LOCATED WITHIN THE
STRUCTURAL JOISTS, EXCEPT AREAS WHERE THE STRUCTURAL DESIGN CAN
NOT ACCOMMODATE THE SPRINKLER LINES. SPRINKLER SYSTEM DISTRIBUTION
LINES TO BE INSTALLED AT 13'-0" A.F.F. OR ABOVE.
HVAC
1. ROOFTOP, GAS-FIRED UNITS WITH CURBS APPROXIMATELY 1 -TON PER 350
SF (MAXIMUM SIZE PER UNIT - 6.25 -TONS). CONTROL WIRING DROPPED INTO
THE SPACE.
2. GAS LINES ARE TO BE INSTALLED OUTSIDE OF THE SHOPS, THE LINES WILL
BE SIZED TO SERVICE THE RTU UNITS, ONLY. THE LINES WILL BE INSTALLED
FROM THE GAS METER LOCATION TO THE RTU UNITS (S). THE GAS LINES ARE
NOT EXTENDED INTO THE SPACE OR SIZED TO ACCOMMODATE TENANT ITEMS.
ELECTRICAL
1. CONDUIT FROM DISCONNECT FOR ELECTRICAL SERVICE, STUBBED 6" ABOVE
FINISH FLOOR (CAPPED), ADJACENT TO REAR DOOR, FOR FUTURE PANEL,
LOCATION SIZED FOR 200 AMP SERVICE OR GREATER (SEE LANDLORD'S
DRAWINGS).
2. CONDUIT & PULL STRING FROM ANTICIPATED PANEL LOCATION TO EXTERIOR
MOUNTED J -BOX AT CANOPY FOR CANOPY SIGNAGE.
3. CONDUIT AND PULL STRING FROM ANTICIPATED PANEL LOCATION TO
DISCONNECT MOUNTED ON THE RTU (S) FOR EACH SPACE.
4. 1" TELEPHONE CONDUIT WITH PULL -STRING FROM CABINET TO SPACE,
STUBBED 6" ABOVE FINISHED FLOOR.
MARKETPLACE AT TOWNE CENTER SHOPPING CENTER
SANFORD, FL
WHITE BOX CONSTRUCTION CRITERIA
GENERAL CONSTRUCTION
1. DEMISING WALLS
J) ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE, CONSTRUCTED
WITH 3-5/8-,18 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE
CODE) GYPSUM BOARD (ON TENANTS SIDE OF THE WALL), FIRE TAPED TO
DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED
FLOOR (AFF).
6",25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE)
GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK
ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR
(AFF).
2. REAR WALL
A) UNPAINTED/ EXPOSED CONCRETE TILT -UP PANELS W R-5 RIGID INSULATION
AND 5/8" GYP. BOARD ON 1" Z FURRING CHANNELS, PAINT READY TO 12'-6" AFF
(FIRE TAPED TO DECK ABOVE).
B) TILT -UP PANELS WALLS IN TOILET ROOMS WILL BE COVERED WITH
MOISTURE RESISTANT GYPSUM BOARD ON 1" Z FURRING CHANNELS WITH
MINIMUM R-11 RIGID INSULATION, PAINT READY TO 8"6" AFF.
3. ACOUSTICAL CEILING
A) 2'0"X4'0" STANDARD GRID SYSTEM, WITH 5/8" NON -DIRECTIONAL FISSURED,
FIBERGLASS CEILING PANELS AT 12'-0" AFF TYPICAL AND 8'-0" AFF AT
RESTROOM.
B) LANDLORD TO INSTALL "CUT" CEILING TILES ONLY, ALL FULL 2X4 CEILING
TILES WILL BE STOCKPILED IN SPACE FOR TENANT'S INSTALLATION.
4. TOILET ROOMS
A) TO' X TO" PREHUNG HOLLOW CORE WOOD DOOR AND FRAME UNIT WITH
LEVER HANDLE HARDWARE (PRIMER PAINT).
B) UNSEALED EXPOSED CONCRETE FLOOR, BROOM CLEANED.
C) WALL HUNG 18"X36" MIRRORS, WALL MOUNTED (HEIGHT PER CODE), ABOVE
LAVATORY.
D) ONE TOILET PAPER HOLDER MOUNTED 17 TO 17 AFF PER TOILET.
E) GRAB BARS PER CODE.
F) FLOOR MOUNTED, OVERHEAD BRACED, BAKED ENAMEL PARTITIONS, IF
REQUIRED PER CODE.
G) QUANTITY OF RESTROOMS/FIXTURES AS INDICATED ON LANDLORD'S
DRAWINGS.
H) TANK -TYPE HANDICAP ACCESSIBLE WATER CLOSETS.
1) WALL HUNG LAVATORIES WITH HANDICAP ACCESSIBLE FAUCET. PROVIDE
STRAINER AND INSULATED PIPE GUARDS.
J) ONE EXHAUST FAN, PER RESTROOM.
K) ONE LIGHT SWITCH PER RESTROOM.
L) ONE WALL MOUNTED FLUORESCENT FIXTURE.
NOTE. ENLARGED RESTROOM DETAILS AND DRAWINGS ARE PROVIDED FOR
GENERAL INFORMATION ONLY. ACTUAL RESTROOM CONFIGURATIONS AREAS
SHOWN ON THE FLOOR PLANS FOR YOUR SPACE.
PLUMBINGWIRE PROTECTION
1. WALL HUNG ELECTRIC WATER FOUNTAINS (AS INDICATED"IN LANDLORD'S
DRAWINGS AND/OR REQUIRED BY CODE FOR STANDARD RETAIL USE.)
2. MOP SINK PROVIDED, WHERE REQUIRED BY CODE.
3. 10 GAL. ELECTRIC WATER HEATER.
HVAC
1. PROVIDE DISTRIBUTION FROM ROOF -TOP UNIT(S).
A) NON -DIRECTIONAL DIFFUSERS
B) ONE RETURN AIR GRILL, PER RTU
C) REFER TO LANDLORD'S DRWINGS FOR STANDARD DUCTWORK
DISTRIBUTION.
2. PROVIDE A STANDARD HEAT/COOL THERMOSTAT MOUNTED 5'0" AFF IN
RETAIL SPACE.
ELECTRICAL
1. PANEL AND SERVICE TO BE 120/208 VOLT, THREE (3) PHASE.
K) 0 - 999 SF 100 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE
L)1,000 - 3,999 SF 200 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE
M) 4,000 - 5,999 SF 300 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE
N) 6,000 - 7,999 SF 400 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE
NOTE. WIRE MAYBE COPPER OR ALUMINUM
2.OUTLETS
WALL MOUNTED DUPLEX OUTLETS AT 20'0" O.C. ALONG SIDE WALLS, 15" 17
AFF
ONE (1) DUPLEX OUTLET MOUNTED 4'6" AFF AT TELEPHONE BOARD.
ONE (1) GFI OUTLET IN EACH RESTROOM.
3. LIGHTING
A) ONE (1) 2'0"X4'0" FOUR -TUBE LAY -IN FLUORESCENT FIXTURE - ONE (1)
FIXTURE, PER 96 SF FOR 80% FOR THE SPACE AND ONE (1) FIXTURE PER 200 SF
FOR THE REMAINING 20% OF THE SPACE.
B) ONE (1) 24" FLUORESCENT TWO -LAMP LIGHT FIXTURE, WALL MOUNTED AT 6"
ABOVE THE VANITY MIRROR IN EACH RESTROOM.
C) EXIT LIGHT AT FRONT AND REAR DOORS AND WALL MOUNTED EMERGENCY
LIGHTS, AS REQUIRED BY CODE (FOR THE STANDARD WHITE BOX FINISH).
D) ONE (1) LIGHT SWITCH FOR EACH RESTROOM.
3. TELEPHONE
PROVIDE'/" X 2'0" X 70" F.R.T. PLYWOOD BACKBOARD ON REAR WALL, AT
TELEPHONE CONDUIT LOCATION.
REVISION # 38 SUMMARY
A. SHEET ADDED
PHILLIPS
woomom
P A R T N E R S H I P
Architecture - Interior Design -Planning
�1O1e 770.3941616 770.3941314
RF RE
K
J
I
L C D E F G H
A ANCHOR g
CONSULTANT
SEAL
REVISIONS
# DATE DESCRIPTION
® 10/18/04 SHOPS WHITE BOX
This document is ® Phillips Partnership. PC and is
considered an Instrument of Service and is solely for use with
respect to the project or. indicated below. All rights reserved
This document may not be reproduced without the prior
written convent of Phillips Partnership. PC.
TENANT
STANDARD WHITE
BOX SHOP
1657 W.P. BALL BOULEVARD
PROJECT
THE MARKETPLACE
AT SEMINOLE TOWNE CENTER
0
SANFORD, FLORIDA
CLIENT
NORTH AMERICAN PROPERTIES
NORTH AMERICAN PROPERTIES -ATLANTA
1080 HOLCOMB BRIDGE ROAD
BUILDING 200, SUITE 150
ROSWELL, GA 30075
TEL (770) 645-6566 FAX (770) 643-9540
PHILLIPS JOB NUMBER
0208616
ISSUE DATE
05/14/04
DRAWN BY/CHECKED BY
ALE/DEB
DRAWING TITLE
FLOOR PLAN,
DETAILS,
& SPECS
SHEET NUMBER
A38 A
FA=1 ■
1
9000 CLN I RAL NARK WLSI
■ SUITE 400 ■
Al I AN IA, GEORGIA 303)8
PROVIDED BY
INSTALL
MARK
C.
DESCRIPTION
OWNR
L.K
G.C.
ENTRY LOCK. REKEY AS REQUIRED BY TENANT.
O
✓
✓
✓
IF NEW IS REQUIRED, PROVIDE:
CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET
MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH.
O
/
V
/
�/
/
V/
ENTRY LOCK. REKEY AS REQUIRED BY TENANT.
IF NEW IS REQUIRED, PROVIDE:
CLOSER, MORTISED CYLINDER WITH INTERCHANGEABLE CORE COORDINATE WITH LOCKSET
MECHANISM. OPERATE FROM OUTSIDE BY KEY AND INSIDE BY LATCH.
Ov
1-1/2 PAIR HINGES, MUTES, PRIVACY, CLOSER, AND FLOOR STOP.
O4
PROVIDE BUTTS, PEEPHOLE, CLOSER, SILENCERS, HANDLE AT _
INTERIOR, LOCKSET W/ ADA LEVER
WHITE BOX CONSTRUCTION CRITERIA
(SUBJECT TO MINOR REVISION, PLEASE REFER TO LANDLORD'S DRAWINGS)
SHELL CONSTRUCTION CRITERIA
GENERAL CONSTRUCTION
1. CONCRETE FLOOR SLAB
MARKETPLACE AT TOWNE CENTER SHOPPING CENTER
SANFORD, FL
SHELL CONSTRUCTION CRITERIA
GENERAL CONSTRUCTION
1. CONCRETE FLOOR SLAB
A) 4" - 3,000 PSI CONCRETE, WIRE MESH, 6 MIL VAPOR BARRIER
TURN DOWN SLAB AT FRONT WALL
UNFILLED EXPANSION CONTROL JOINTS
UNSEALED, EXPOSED CONCRETE (BROOM CLEAN)
LAST 15' OF SLAB AT BACK OF SPACE TO BE LEFT UNPOURED
2. CONCRETE SIDEWALK
A) 4" - 3,000 PSI CONCRETE
NO WIRE MESH
TOOLED JOINTS WITH 2" TROWEL
3. CONCRETE TILT PANEL - EXTERIOR WALLS (REAR AND SIDE WALLS OF
BUILDING) WILL REMAIN AS EXPOSED CONCRETE FOR THE SHELL SPACES.
4. STOREFRONT
B) ONE SINGLE DOOR UNLESS NOTED OTHERWISE ON THE LANDLORD'S
DRAWINGS)
BLACK ANODIZED ALUMINUM FINISH (OR COLOR, IF SPECIFIED IN THE
LANDLORD'S DRAWINGS)
9'- 0" HIGH W/ A 2'-0" TRANSOM AT 10'-0" AFF, OR AS NOTED
DOUBLE STOREFRONT DOORS, ONLY AS NOTED (SEE LANDLORD'S DRAWINGS)
STOREFRONT DOOR WITH STANDARD HARDWARE AND CLOSURE. LOCK
CYLINDER TO BE KEYABLE TO REAR DOOR.
KEYED FOR MASTER KEY TO FRONT AND REAR DOOR
5. REAR DOORS
C) ONE SINGLE, HOLLOW METAL DOOR, UNLESS NOTED OTHERWISE IN THE
LANDLORD'S DRAWINGS.
TX T H.M. DOOR AND FRAME, DRIP AND WEATHER-STRIP
STANDARD HARDWARE (PER LOCAL CODE) WITH CLOSER. LOCK CYLINDER TO
BE KEYABLE TO STOREFRONT DOOR.
KEYED FOR MASTER KEYING (FRONT AND REAR DOOR)
PAINT ON BOTH SIDES OF THE DOOR
6. FRONT WALL ABOVE THE STOREFRONT.
D) TAPED AND PAINT READY TO 12'-6" AFF
E) INSULATED WITH 3-1/2" BATT INSULATION.E
ROOFING SHEET METAL
1.45 MIL TPO SINGLE -PLY, WITH 60 MIL VERTICAL FLASHING AND R-15 RIGID
INSULATION, OR PER CODE.
2. GUTTER AND DOWNSPOUTS - FIELD PAINTED, GALVANIZED (UNLESS NOTED
OTHERWISE IN THE LANDLORD'S DRAWINGS).
PLUMBING/FIRE PROTECTION
1. SANITARY SEWER LATERALS STUBBED AND CAPPED 5" AFF INSIDE THE
SPACE (NO VENT).
2. DOMESTIC WATER LINE STUBBED INTO EACH SPACE (OVERHEAD).
3. FIRE PROTECTION
F) SPRINKLER SYSTEM, COMPLETE PER CODE AND NFPA REQUIREMENTS FOR
"SHELL".
G) SPRINKLER HEADS TURNED TO AN UPRIGHT POSITION
H) FIRE RISERS WILL BE PROVIDED AT A LOCATION WITHIN ONE SPACE FOR
EACH BUILDING.
1) SPRINKLER DESIGN/DISTRIBUTION TO BE COMPLETED BY THE SPRINKLER
SUBCONTRACTOR, SUPPLY LINES SHOULD BE LOCATED WITHIN THE
STRUCTURAL JOISTS, EXCEPT AREAS WHERE THE STRUCTURAL DESIGN CAN
NOT ACCOMMODATE THE SPRINKLER LINES. SPRINKLER SYSTEM DISTRIBUTION
LINES TO BE INSTALLED AT 13'-0" A.F.F. OR ABOVE.
HVAC
1. ROOFTOP, GAS-FIRED UNITS WITH CURBS APPROXIMATELY 1 -TON PER 350
SF (MAXIMUM SIZE PER UNIT - 6.25 -TONS). CONTROL WIRING DROPPED INTO
THE SPACE.
2. GAS LINES ARE TO BE INSTALLED OUTSIDE OF THE SHOPS, THE LINES WILL
BE SIZED TO SERVICE THE RTU UNITS, ONLY. THE LINES WILL BE INSTALLED
FROM THE GAS METER LOCATION TO THE RTU UNITS (S). THE GAS LINES ARE
NOT EXTENDED INTO THE SPACE OR SIZED TO ACCOMMODATE TENANT ITEMS.
ELECTRICAL
1. CONDUIT FROM DISCONNECT FOR ELECTRICAL SERVICE, STUBBED 6" ABOVE
FINISH FLOOR (CAPPED), ADJACENT TO REAR DOOR, FOR FUTURE PANEL,
LOCATION SIZED FOR 200 AMP SERVICE OR GREATER (SEE LANDLORD'S
DRAWINGS).
2. CONDUIT & PULL STRING FROM ANTICIPATED PANEL LOCATION TO EXTERIOR
MOUNTED J -BOX AT CANOPY FOR CANOPY SIGNAGE.
3. CONDUIT AND PULL STRING FROM ANTICIPATED PANEL LOCATION TO
DISCONNECT MOUNTED ON THE RTU (S) FOR EACH SPACE.
4. 1" TELEPHONE CONDUIT WITH PULL -STRING FROM CABINET TO SPACE,
STUBBED 6" ABOVE FINISHED FLOOR.
MARKETPLACE AT TOWNE CENTER SHOPPING CENTER
SANFORD, FL
WHITE BOX CONSTRUCTION CRITERIA
GENERAL CONSTRUCTION
1. DEMISING WALLS
J) ONE-HOUR RATED PARTITION EXTENDED TO DECK ABOVE, CONSTRUCTED
WITH 3-5/8-,18 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE
CODE) GYPSUM BOARD (ON TENANTS SIDE OF THE WALL), FIRE TAPED TO
DECK ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED
FLOOR (AFF).
6",25 GAUGE METAL STUDS AT 16" O.C. WITH 5/8" TYPE "X" (FIRE CODE)
GYPSUM BOARD (ON TENANT'S SIDE OF THE WALL), FIRE TAPED TO DECK
ABOVE. TAPE, SANDED AND PAINT READY TO 12'-6" ABOVE FINISHED FLOOR
(AFF).
2. REAR WALL
A) UNPAINTED/ EXPOSED CONCRETE TILT -UP PANELS W R-5 RIGID INSULATION
AND 5/8" GYP. BOARD ON 1" Z FURRING CHANNELS, PAINT READY TO 12'-6" AFF
(FIRE TAPED TO DECK ABOVE).
B) TILT -UP PANELS WALLS IN TOILET ROOMS WILL BE COVERED WITH
MOISTURE RESISTANT GYPSUM BOARD ON 1" Z FURRING CHANNELS WITH
MINIMUM R-11 RIGID INSULATION, PAINT READY TO 8"6" AFF.
3. ACOUSTICAL CEILING
A) 2'0"X4'0" STANDARD GRID SYSTEM, WITH 5/8" NON -DIRECTIONAL FISSURED,
FIBERGLASS CEILING PANELS AT 12'-0" AFF TYPICAL AND 8'-0" AFF AT
RESTROOM.
B) LANDLORD TO INSTALL "CUT" CEILING TILES ONLY, ALL FULL 2X4 CEILING
TILES WILL BE STOCKPILED IN SPACE FOR TENANT'S INSTALLATION.
4. TOILET ROOMS
A) TO' X TO" PREHUNG HOLLOW CORE WOOD DOOR AND FRAME UNIT WITH
LEVER HANDLE HARDWARE (PRIMER PAINT).
B) UNSEALED EXPOSED CONCRETE FLOOR, BROOM CLEANED.
C) WALL HUNG 18"X36" MIRRORS, WALL MOUNTED (HEIGHT PER CODE), ABOVE
LAVATORY.
D) ONE TOILET PAPER HOLDER MOUNTED 17 TO 17 AFF PER TOILET.
E) GRAB BARS PER CODE.
F) FLOOR MOUNTED, OVERHEAD BRACED, BAKED ENAMEL PARTITIONS, IF
REQUIRED PER CODE.
G) QUANTITY OF RESTROOMS/FIXTURES AS INDICATED ON LANDLORD'S
DRAWINGS.
H) TANK -TYPE HANDICAP ACCESSIBLE WATER CLOSETS.
1) WALL HUNG LAVATORIES WITH HANDICAP ACCESSIBLE FAUCET. PROVIDE
STRAINER AND INSULATED PIPE GUARDS.
J) ONE EXHAUST FAN, PER RESTROOM.
K) ONE LIGHT SWITCH PER RESTROOM.
L) ONE WALL MOUNTED FLUORESCENT FIXTURE.
NOTE. ENLARGED RESTROOM DETAILS AND DRAWINGS ARE PROVIDED FOR
GENERAL INFORMATION ONLY. ACTUAL RESTROOM CONFIGURATIONS AREAS
SHOWN ON THE FLOOR PLANS FOR YOUR SPACE.
PLUMBINGWIRE PROTECTION
1. WALL HUNG ELECTRIC WATER FOUNTAINS (AS INDICATED"IN LANDLORD'S
DRAWINGS AND/OR REQUIRED BY CODE FOR STANDARD RETAIL USE.)
2. MOP SINK PROVIDED, WHERE REQUIRED BY CODE.
3. 10 GAL. ELECTRIC WATER HEATER.
HVAC
1. PROVIDE DISTRIBUTION FROM ROOF -TOP UNIT(S).
A) NON -DIRECTIONAL DIFFUSERS
B) ONE RETURN AIR GRILL, PER RTU
C) REFER TO LANDLORD'S DRWINGS FOR STANDARD DUCTWORK
DISTRIBUTION.
2. PROVIDE A STANDARD HEAT/COOL THERMOSTAT MOUNTED 5'0" AFF IN
RETAIL SPACE.
ELECTRICAL
1. PANEL AND SERVICE TO BE 120/208 VOLT, THREE (3) PHASE.
K) 0 - 999 SF 100 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE
L)1,000 - 3,999 SF 200 AMP PANEL, WITH CONDUIT FOR 200 AMP SERVICE
M) 4,000 - 5,999 SF 300 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE
N) 6,000 - 7,999 SF 400 AMP PANEL, WITH CONDUIT FOR 400 AMP SERVICE
NOTE. WIRE MAYBE COPPER OR ALUMINUM
2.OUTLETS
WALL MOUNTED DUPLEX OUTLETS AT 20'0" O.C. ALONG SIDE WALLS, 15" 17
AFF
ONE (1) DUPLEX OUTLET MOUNTED 4'6" AFF AT TELEPHONE BOARD.
ONE (1) GFI OUTLET IN EACH RESTROOM.
3. LIGHTING
A) ONE (1) 2'0"X4'0" FOUR -TUBE LAY -IN FLUORESCENT FIXTURE - ONE (1)
FIXTURE, PER 96 SF FOR 80% FOR THE SPACE AND ONE (1) FIXTURE PER 200 SF
FOR THE REMAINING 20% OF THE SPACE.
B) ONE (1) 24" FLUORESCENT TWO -LAMP LIGHT FIXTURE, WALL MOUNTED AT 6"
ABOVE THE VANITY MIRROR IN EACH RESTROOM.
C) EXIT LIGHT AT FRONT AND REAR DOORS AND WALL MOUNTED EMERGENCY
LIGHTS, AS REQUIRED BY CODE (FOR THE STANDARD WHITE BOX FINISH).
D) ONE (1) LIGHT SWITCH FOR EACH RESTROOM.
3. TELEPHONE
PROVIDE'/" X 2'0" X 70" F.R.T. PLYWOOD BACKBOARD ON REAR WALL, AT
TELEPHONE CONDUIT LOCATION.
REVISION # 38 SUMMARY
A. SHEET ADDED
PHILLIPS
woomom
P A R T N E R S H I P
Architecture - Interior Design -Planning
�1O1e 770.3941616 770.3941314
RF RE
K
J
I
L C D E F G H
A ANCHOR g
CONSULTANT
SEAL
REVISIONS
# DATE DESCRIPTION
® 10/18/04 SHOPS WHITE BOX
This document is ® Phillips Partnership. PC and is
considered an Instrument of Service and is solely for use with
respect to the project or. indicated below. All rights reserved
This document may not be reproduced without the prior
written convent of Phillips Partnership. PC.
TENANT
STANDARD WHITE
BOX SHOP
1657 W.P. BALL BOULEVARD
PROJECT
THE MARKETPLACE
AT SEMINOLE TOWNE CENTER
0
SANFORD, FLORIDA
CLIENT
NORTH AMERICAN PROPERTIES
NORTH AMERICAN PROPERTIES -ATLANTA
1080 HOLCOMB BRIDGE ROAD
BUILDING 200, SUITE 150
ROSWELL, GA 30075
TEL (770) 645-6566 FAX (770) 643-9540
PHILLIPS JOB NUMBER
0208616
ISSUE DATE
05/14/04
DRAWN BY/CHECKED BY
ALE/DEB
DRAWING TITLE
FLOOR PLAN,
DETAILS,
& SPECS
SHEET NUMBER
A38 A
FA=1 ■
1
9000 CLN I RAL NARK WLSI
■ SUITE 400 ■
Al I AN IA, GEORGIA 303)8
H.V.A.C. GENERAL NOTES
1. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE 2000 FLORIDA BUILDING CODE (MECHANICAL), THE 2001
FLORIDA BUILDING CODE, THE 2000 FLORIDA ENERGY CODE, THE 2000 EDITIONS OF NFPA 90A & 101, UNDERWRITERS LABORATORIES (OR ETL) AND ALL
APPLICABLE LOCAL CODES AND ORDINANCES.
2. PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, DUCTWORK SIZES AND LOCATIONS,
EQUIPMENT, ETC. SHOWN ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY DEVIATIONS TO THE ARCHITECT.
3. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING, PURCHASING, OR FABRICATING ANY MECHANICAL
EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: ALL EQUIPMENT SCHEDULED OR SPECIFIED ON THE DRAWINGS; DUCTWORK DRAWN TO 1/4" SCALE OR THE
SCALE SHOWN ON THE DRAWINGS.
4. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL DRAWINGS PRIOR TO
ORDERING EQUIPMENT OR SUBMITTING SHOP DRAWINGS, AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN.
5. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT. COORDINATE
SWITCH TYPE (FUSED OR NON-FUSED) WITH EQUIPMENT CHARACTERISTICS, MANUFACTURER'S RECOMMENDATIONS AND ELECTRICAL DRAWINGS.
6. ALL REQUIRED CONTROL WIRING (INCLUDING POWER WIRING REQUIRED FOR CONTROL PANELS, DEVICES, ETC.) NOT SHOWN ON THE ELECTRICAL DRAWINGS
SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK. WIRING IN HVAC PLENUM SPACES SHALL BE INSTALLED ACCORDING TO CODE REQUIREMENTS.
7. UNLESS NOTED OTHERWISE, STARTERS, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED FOR ALL MECHANICAL SYSTEMS SHALL BE FURNISHED
AND INSTALLED BY THE MECHANICAL CONTRACTOR.
8. ALL FANS SUPPLYING MORE THAN 2000 CFM OF AIR TO ANY SPACE AND ALL RECIRCULATING FAN SYSTEMS SERVING AREAS OF EGRESS SHALL BE
INSTALLED WITH A SMOKE DETECTOR IN THE SUPPLY DUCTWORK. DUCT SMOKE DETECTORS SHALL BE INSTALLED IN THE RETURN AIR PATH OF AIR DISTRIBUTION
SYSTEMS UTILIZING A COMMON SUPPLY AND/OR RETURN AIR PLENUM WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM. THE SMOKE DETECTOR
SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL. THE SMOKE DETECTOR SHALL BE
FURNISHED BY THE ELECTRICAL CONTRACTOR, MOUNTED IN THE DUCT BY THE MECHANICAL CONTRACTOR, AND WIRED BY THE ELECTRICAL CONTRACTOR.
9. INSTALL FIRE DAMPERS IN ALL RATED THROUGH WALLS, FLOOR AND CEILING PENETRATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OR
RATED AREAS. PROVIDE ACCESS DOORS IN DUCTWORK AT EACH FIRE DAMPER LOCATION. INSTALL SMOKE DAMPERS IN ALL DUCT PENETRATIONS THROUGH
SMOKE RATED WALLS. WHERE DUCTS PENETRATE WALLS THAT CARRY BOTH FIRE AND SMOKE RATINGS, THE DAMPERS INSTALLED SHALL BE COMBINATION FIRE
AND SMOKE DAMPERS. ALL DAMPERS SHALL BE U.L. 555 LABELED.
10. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
11. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER.
12. ALL HVAC COMPRESSORS SHALL HAVE EXTENDED 10 YEAR MANUFACTURER'S WARRANTY.
13. COORDINATE EXACT LOCATION OF ROOFTOP AIR CONDITIONING UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS.
14. SUPPLY, RETURN AND O.A. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL AS RECOMMENDED IN SMACNA LOW PRESSURE DUCT
CONSTRUCTION STANDARDS, LATEST EDITION. ALL JOINTS AND SEAMS IN ALL SHEEETMETAL DUCTWORK SHALL BE SEALED WITH DUCT SEALER.
15. SHEET METAL SUPPLY, RETURN, & O.A. DUCTWORK SHALL BE INSULATED WITH 2" THICK FIBERGLASS, 3/4 LB/FT3 DENSITY, DUCT INSULATION WITH FOIL
VAPOR BARRIER, U.L. LISTED, R-6 MINIMUM.
16. EXHAUST DUCTWORK SHALL BE SHEET METAL AND SHALL NOT BE INSULATED UNLESS NOTED OTHERWISE.
17. ALL DUCTWORK SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. DUCT SUPPORTS
AND ATTACHMENT TO STRUCTURE SHALL BE AS PER SMACNA STANDARDS.
18. EXPOSED ROUND DUCTWORK SHALL BE MEDIUM PRESSURE SPIRAL TYPE, UNITED MCGILL OR EQUAL.
19. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX M -KE (U.L. 181 LISTED, CLASS 1 FLEXIBLE AIR DUCT), R VALUE = 6.0 MINIMUM OR AS REQUIRED BY LOCAL
ENERGY CODE. AIR CONNECTORS ARE NOT ACCEPTABLE. SIZE TO MATCH DEVICE NECK, PROVIDE ROUND GALVANIZED STEEL DUCT RUNOUTS TO MAINTAIN A
MAXIMUM FLEXIBLE DUCT LENGTH OF 4'0". FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND SHALL BE ROUTED AND SUPPORTED
WITHOUT FORMING CRIMPS OR OTHER AIR FLOW RESTRICTIONS. PROVIDE SQUARE TO ROUND ADAPTERS OR BOOTS TO CONNECT TO AIR DEVICE NECK WHEN
REQUIRED.
20. ROUND AND FLEXIBLE DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH SPIN?IN FITTINGS WITH SCOOP AND BALANCING DAMPER.
21. SHEET METAL DUCTWORK SHOWN AS BEING INTERNALLY LINED SHALL BE LINED WITH 1" THICK 3 LB./CU. FT. DENSITY DUCTLINER (MINIMUM R VALUE _
4.0 OR AS REQUIRED BY APPLICABLE ENERGY CODE), CERTAINTEED "TOUGHGARD" OR EQUAL BY KNAUF OR JOHNS -MANVILLE, PRODUCTS BY OWENS-CORNING
ARE NOT ACCEPTABLE. LINE ALL DUCTWORK A MINIMUM OF 10'0" DOWNSTREAM OF ALL AIR HANDLING UNITS, FAN COIL UNITS AND TERMINAL UNITS. THE
LEADING EDGE OF THE DUCT LINER SHALL HAVE SHEETMETAL NOSING.
22. PORTIONS OF DUCTWORK VISIBLE THROUGH AIR DISTRIBUTION DEVICES IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK.
23. DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS.
24. CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO THE NEAREST ROOF DRAIN/GUTTER. CONDENSATE PIPING SHALL
BE SCHEDULE 40 PVC. CONDENSATE SHALL BE PUMPED AS REQUIRED.
25. AFTER CONSTRUCTION, THE ENTIRE HVAC SYSTEM SHALL BE TESTED, ADJUSTED, AND BALANCED TO DELIVER THE AIR QUANTITIES SHOWN ON THE DRAWINGS.
TEST AND BALANCE REPORT SHALL BE PREPARED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHO IS A MEMBER OF THE AABC OR NEBB.
REPORT SHALL INCLUDE THE FOLLOWING TEMPERATURE READINGS, IN ADDITION TO AIR FLOWS: AIR LEAVING DIFFUSERS, AIR LEAVING HVAC UNIT, OUTSIDE
AMBIENT AT TIME OF TEST. SUBMIT CERTIFIED TEST AND BALANCE REPORT TO OWNER/ARCHITECT FOR APPROVAL.
26. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE REPAIRED TO MATCH NEW
AND/OR EXISTING CONDITIONS.
27. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE
ARCHITECTURAL AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN
PERMISSION FROM THE ARCHITECT.
28. PROVIDE ACCESS PANELS IN NON -ACCESSIBLE CEILINGS AND IN WALL STRUCTURE TO ALLOW ADEQUATE ROOM FOR MAINTENANCE OF EQUIPMENT AND
BALANCING OF SYSTEM. ACCESS PANELS IN CEILING AND WALLS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS OR NECESSARY TO ACCESS DAMPERS,
VALVES, ETC. COORDINATE EXACT LOCATION OR ALL ACCESS PANELS WITH THE ARCHITECT DURING THE SHOP DRAWING PROCESS.
29. MOUNT THERMOSTATS AND/OR SENSORS 4'0" AFF UNLESS NOTED OTHERWISE. 30. ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE INSTALLED LEVEL ON
AND ANCHORED TO MINIMUM 12" HIGH INSULATED ROOF CURBS. CONTRACTOR SHALL COORDINATE ROOF SLOPE AND ACTUAL CURB HEIGHTS WITH
ARCHITECTURAL DRAWINGS. ALL REFERENCES TO ROOF HEIGHTS REFER TO HEIGHTS ABOVE FINISHED ROOF SURFACE.
31. LOCATIONS OF GRILLES, REGISTERS, & DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATIONS WITH LIGHTS, CEILING
GRID, ETC. AND ARCHITECTURAL REFLECTED CEILING PLAN.
32. ROOFTOP HVAC UNITS SHALL BE INSTALLED SUCH THAT ROOF DECK IS COMPLETE AND CONTINUOUS UNDER BOTTOMS OF HVAC UNITS, AND SHALL BE CUT
ONLY FOR UNIT SUPPLY AND RETURN OPENINGS. SPACE BETWEEN ROOF DECK AND BOTTOM OF ROOFTOP HVAC UNITS (INSIDE OF ROOF CURBS) SHALL BE
FILLED WITH HIGH DENSITY ACOUSTICAL INSULATION.
33. ALL MECHANICAL EQUIPMENT SHALL BE LABELED WITH BAKELITE NAMEPLATE WITH 2" HIGH WHITE LETTERS ON A BLACK BACKGROUND, NAMEPLATE SHALL
SHOW TENANT AND/OR SUITE SERVED.
TOTAL TRAP HEIGHT = X + H + 1.5 D
WHERE: H = AT LEAST 1" PLUS
CASING SP
D = PIPE DIAMETER
TO NEAREST
GUTTER
L TRAP HEIGHT
CONDENSATE FROM ROOFTOP AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO DISCHARGE INTO
THE NEAREST GUTTER/DOWNSPOUT - COORDINATE GUTTER LOCATIONS WITH ARCHITECTURAL ROOF PLAN.
CONDENSATE DRAIN PIPING TO BE ROUTED ON ROOF, SUPPORTED ON BLOCKING AT MAXIMUM 8 FOOT CENTERS,
AND SLOPED AT 1/8" PER FOOT MINIMUM. CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC. MULTIPLE UNITS
MAY HAVE CONDENSATE PIPING MANIFOLDED INTO A COMMON PIPE TO DRAIN. UNLESS INDICATED OTHERWISE ON
DRAWINGS, CONDENSATE DRAIN PIPING SHALL BE SIZED PER THE FOLLOWING CRITERIA: 3/4" FOR UP TO 2 TON
CONNECTED COOLING LOAD; 1" FOR 2 THRU 5 TONS; 1-1/4" FOR 5 THRU 30 TONS; 1-1/2" FOR 30 THRU 50
TONS; 2" FOR 50 TO 170 TONS; 3" FOR 170 TO 300 TONS; 4" FOR 300 THRU 430 TONS.
CONDENSATE DRAIN TRAP DETAIL
NOT TO SCALE
WHITE BOX FLOOR PLAN - H.V.A.C.
SCALE: 1/8" = 1'-0"
FAN AND VENTILATOR SCHEDULE
TAG TYPE CFM S. P. DRIVE MOTOR MAX. DUTY MODEL REMARKS
WATTS EF -1 CABINET CENTRIFUGAL 85 0..25" DIRECT 1 50 1 1200 1EXHAUST I PENN ZEPHYRETTE ZT 1,2,3,4,5
REMARKS/ACCESSORIES:
1. CABINET CENTRIFUGAL EXHAUST FAN WITH INTEGRAL TRHERMAL OVERLOAD PROTECTION
2. DISCONNECT SWITCH/PLUGS
3. INTEGRAL GRAVITY BACKDRAFT DAMPER
4. CONTROLLED VIA WALL SWITCH
5. DISCHARGE TO WALL OR ROOF CAP W/SCREEN & FLASHING (SEE PLANS)
SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY PENN VENTILATOR. EQUALS BY COOK, GREENHECK.
CONNECT FLEX DUCT ENDS TO SHEET METAL
DUCT AND DIFFUSER NECK WITH NYLON TIES.
INTERIOR LINER AND EXTERIOR INSULATION
OF FLEX DUCT TO BE TIED INDIVIDUALLY.
INSTALL USING TENSIONING TOOL AS PERS
MANUFACTURER'S RECOMMENDATIONS.
ROUND SHEET METAL DUCT.
DIAMETER AS INDICATED ON
PLANS
TRUNK DUCT-/
SPIN -IN FITTING - WITH -
DAMPER & SCOOP FOR
SUPPLY AIR APPLICATIONS,
PLAIN SPIN -COLLAR FOR
RETURN APPLICATIONS
SUSPENDED CEILING.
SEE ARCH. PLANS
FOR TYPE.
NYLON TIES
INTERIOR LINER
PRE -INSULATED FLEXIBLE DUCTWORK. SEE
SPECIFICATIONS. LENGTH NOT TO EXCEED
4'-0". PROVIDE SUPPORT PER SMACNA
STANDARDS. INSTALL FREE OF KINKS &
SAGS.
SUPPLY DIFFUSER OR
RETURN AIR GRILLE
RUN -OUT CONNECTION DETAIL
NOT TO SCALE
...............
PACKAGED ROOFTOP
H.V.A.C.
UNITS
AIR DISTRIBUTION SCHEDULE
TAG NOMINAL
MODEL NO. AIRFLOW
TAG
MODEL
MAXIMUM
SIZE -7
NECK
DAMPER
FINISH
DUTY
MATERIAL
A
TITUS
PAS
O.A.
24X24
6"o
YES
MANUF. STD WHITE
SUPPLY
STEEL
....... -..........
B
TITUS
PAS
24X24
8"�
YES
MANUF. STD WHITE
SUPPLY
STEEL
C
TITUS
PAS
--...... --.-------
24X24
...................._._.......--
10"o
----------- -- -- -- -
YES j
MANUF. STD WHITE
SUPPLY
STEEL
-----*---------------------------------------------
D
TITUS
...._._.....
PAS
----- .----------------- ----- --------------------_--------- ...-
24X24
12"0
_ _ ._ _ ___i....._ ..............__......
YES
i.................................................................................................................................................................................................
MANUF. STD WHITE
---
SUPPLY
------------------------ .. .. ._._...... ._ ._.__ _
STEEL
......................................... p.......................................
E
TITUS
........................
PAS
......................................................................... ......... q..................................................
24X24
14"0
....................................................................................................................
YES
MANUF. STD WHITE
SUPPLY
STEEL
..........................................................................................................................................................................................
F
TITUS
50F
24X24..............................................................................................I........................................................................................................................................................................................................................................................................
---
NO
. D WHITE
MANUFST
RETURN
ALUMINUM
COORDINATE MOUNTING
FRAME REQUIREMENTS WITH
ARCHITECTURAL
REFLECTED
CEILING PLANS.
COOLING CAPACITIES ARE BASED ON 957 DB AMBIENT, 80-F DB/ -&'F WB EAT.
SELECTIONS BASED ON
EQUIPMENT MANUFACTURED
BY TITUS. EQUAL PRODUCTS BY KRUEGER, METAL-AIRE.
CONNECT FLEX DUCT ENDS TO SHEET METAL
DUCT AND DIFFUSER NECK WITH NYLON TIES.
INTERIOR LINER AND EXTERIOR INSULATION
OF FLEX DUCT TO BE TIED INDIVIDUALLY.
INSTALL USING TENSIONING TOOL AS PERS
MANUFACTURER'S RECOMMENDATIONS.
ROUND SHEET METAL DUCT.
DIAMETER AS INDICATED ON
PLANS
TRUNK DUCT-/
SPIN -IN FITTING - WITH -
DAMPER & SCOOP FOR
SUPPLY AIR APPLICATIONS,
PLAIN SPIN -COLLAR FOR
RETURN APPLICATIONS
SUSPENDED CEILING.
SEE ARCH. PLANS
FOR TYPE.
NYLON TIES
INTERIOR LINER
PRE -INSULATED FLEXIBLE DUCTWORK. SEE
SPECIFICATIONS. LENGTH NOT TO EXCEED
4'-0". PROVIDE SUPPORT PER SMACNA
STANDARDS. INSTALL FREE OF KINKS &
SAGS.
SUPPLY DIFFUSER OR
RETURN AIR GRILLE
RUN -OUT CONNECTION DETAIL
NOT TO SCALE
...............
PACKAGED ROOFTOP
H.V.A.C.
UNITS
TAG NOMINAL
MODEL NO. AIRFLOW
E.S.P.
MAXIMUM
MAXIMUM
TOTAL
SENSIBLE
COOLING
KW
OPERATING
ACCESSORIES
TONNAGE
(CFM)
(IN. W.C.)
O.A.
FAN
COOLING
COOLING
EFFICIENCY
ELECTRIC
WEIGHT
CAPABILITY
H.P.
(MBH)
(MBH)
HEATER
(LBS.)
RTU -3 3 CARRIER 50TME004 1200
1.0'
25%
1
36.6 26.0
10.0 SEER
12.3
485 LBS. 1-8
-
-
RTU -4 4 CARRIER 50TME005 1600
RTU -5 5 CARRIER 50TME006 2000
1.0"
1.0"
25%
25%
1-1/2 50.5 35.6
2 60.9 45.3
10.0 SEER
10.0 SEER
15.8
15.8
495 LBS. 1-8
515 LBS. 1-8
RTU -6 1 6-1/2 CARRIER 50TME007 2400
1.0"
25%
3
I 76.2 56.8
L
10.3 EER
15.8
635 LBS. 1-8
NOTE:
COOLING CAPACITIES ARE BASED ON 957 DB AMBIENT, 80-F DB/ -&'F WB EAT.
ACCESSORIES:
1. PREFABRICATED FULL- PERIMETER ROOF CURB, 14 INCH HIGH (COORDINATE SLOPE WITH ARCHITECTURAL)
2. FACTORY -INSTALLED ELECTRIC HEATERS & CONTROLS
3. SINGLE -POINT POWER CONNECTION W/NON-FUSED DISCONNECT
4. GFCI CONVENIENCE OUTLET (120 VOLT)
5. HIGH EFFICIENCY BLOWER MOTOR
6. LOW AMBIENT COOLING TO 45'F.
7. 0-25% OUTSIDE AIR HOOD WITH TWO -POSITION DAMPER
8. ELECTRONIC DIGITAL THERMOSTAT, AUTOMATIC -CHANGEOVER, PROGRAMMABLE
9. SMOKE DETECTOR (SEE GENRAL NOTES)
SELECTIONS BASED ON EQUIPMENT MANUFACTURED BY
CARRIER.
APPROVED EQUALS
BY TRANE, YORK.
CONDENSER FAN
DISCHARGE(SEE OODWHER OUTDOOR AIR
INTAKE/
�APPLICABLE) DISCONNECT BAROMETRIC
ELECTRICAL DWGS.) RELIEF HOOD
(WHERE APPLICABLE)
I' CONDENSATE DRAIN TO
TH BE ROUTED ON ROOF
TO NEAREST ROOF DRAIN
PREFABRICATED I H UNLESS NOTED OTHERWISE
ROOF CURB -`
� ROOF DECK
POWER WIRING
(SEE ELECTRICAL)
SUPPLY AIR DUCT THERMOSTAT WIRING
TRAP
RETURN AIR DUCT
NOTE: ALL CONNECTIONS AND SERVICES MUST BE INSIDE THE PERIMETER CURB.
DISCONNECT SWITCHES, BRACKETS, AND CONDUIT MUST BE CLEAR OF ALL UNIT
PANELS AND AIR FLOW. BRACKETS MUST BE TO STRUCTURAL MEMBERS OF UNIT.
ROOFTOP AIR CONDITIONER DETAIL
3
NOT TO SCALE
V1
PHILLIPS
nompoom EME0111111111111111010
P A R T N E R S H I P
Architecture ■ Interior Design • Planning
770.394.1616 F" 770.394.1314
RF
LiK
J
I
L E F G H C
ATHI
B C D
CONSULTANT
a Jordan & Skala Engineers, Inc.
71Project Nwrim - 0410070
5.365 OAKBROOK PARKWAY, NORCROSS, GA 30083
PHONE (770)447-5547 FAX (770)448-0262
EMAIL- jse0jordonskolo.com
COPYRIGHT O 2004 JORDAN do SKALA ENGINEERS INC.
SEAL
REVISIONS
# DATE DESCRIPTION
This document is p Phillips Partnership, PC and is
considered an Instrument of Service and is solely for use with
respect to the project as indicated below. All rights reserved.
This document may not be reproduced without the prior
written consent of Phillips Partnership, PC.
TENANT
STANDARD WHITE
BOX SHOP
1657 W.P. BALL BOULEVARD
PROJECT
THE MARKETPLACE
AT SEMINOLE TOWNE CENTER
0
SANFORD, FLORIDA
CLIENT
NORTH AMERICAN PROPERTIES
NORTH AMERICAN PROPERTIES - ATLANTA
1080 HOLCOMB BRIDGE ROAD
BUILDING 200, SUITE 150
ROSWELL, GA 30075
TEL (770) 645-6566 FAX (770) 643-9540
PHILLIPS JOB NUMBER
0208616
ISSUE DATE
DRAWN BY/CHECKED BY 10/18/04
DRAWING TITLE MLW/GMS
WHITE BOX
FLOOR PLAN
H.V.A.C.
SHEET NUMBER
M 1
■
mmiiiiiil
00 CENTRAL PARK WEST
SUITE 400
GIORC-iIA 30328
P8B: 2"W, 2'V, 1
EWH-1: MOUNTED kC, !/ . SMITH
MODEL ELC-2, 1/19 INLET OUTLET,
RUN T&P DISCHARGE A/G ON,
TERMINATE 6" AFG.
P2WH: 2"W, 2"V, 1
TERMINATE 1/2" T P DISC ARGE
6" MIN. AFG
P2WH
ME
4"
4"
121:1
3/4"
3/4"
WATER HEATER
SCHEDULE
SYMBOL
LOCATION/
STORAGE
GPH
HOT WATER
SUPPLY
ELECTRICAL CRITERIA
NOTES
WATER CLOSET- PUBLIC
4"
---
MODEL NO.
CAPACITY
REC./TEMP. RISE
OUTLET
KW
1/2"
P8B
ELECTRIC WATER COOLER
GALLONS
RISE
TEMPERATURE
INPUT
COLD WATER PIPING
c
ON
PIPING TURNING DOWN
-D4-
GV
GATE/BALL VALVE
EWH-1
ABOVE CEILING/
2 1/2
8.3/75'F
120-F
1.5
1-3
P -TRAP
ELC-2
S,W
1
- -g- -
S,W
SOIL, WASTE PIPING (BELOW GROUND)
NOTES:
---
UNION
1. PROVIDE T&P RELIEF VALVE AND VACUUM RELIEF VALVE
UP
PIPING TURNING UP
2. PROVIDE GATE/BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS
ON WATER
INLET AND OUTLET CONNECTIONS.
3. DESIGN BASIS: A.O. SMITH, POINT -OF -USE, SINGLE ELEMENT OPERATION.
VTR
FIXTURE SCHEDULE
`'`' "El `71 "V'711
M
MINIMUM SIZE UTILITY TO FIXTURE
FIXTURE #
FIXTURE TYPE
WASTE
CONNECTION
HOT WATER
SUPPLY
COLD WATER
SUPPLY
P1H
WATER CLOSET- PUBLIC
4"
---
1/2"
P2WH
LAVATORY - PUBLIC
1 1/4"
1/2"
1/2"
P8B
ELECTRIC WATER COOLER
1 1/4"
---
1/2"
PLUMBING FIXTURE SCHEDULE
FIXTURE SELECTION IS BASED ON KOHLER MODELS UNLESS OTHERWISE NOTED, APPROVED
EQUAL MANUFACTURERS AS FOLLOWS:
FIXTURES: ELDAY, JUST
FAUCETS & TRIM: KOHLER, AMERICAN STANDARD, BRASSCRAFT, DELTA, MCGUIRE,
SANITARY DASH, ZURN
P1 H WATER CLOSET - FLOOR MOUNTED - TANK - ELONGATED - SEAT W/COVER - PUBLIC:
AMERICAN STANDARD 2216.143 - FLOOR MOUNT, TANK TYPE, COMBINATION FIXTURE,
1.5 GALLON FLUSH, VITREOUS CHINA, ELONGATED SIPHON JET, CHROME PLATED
ACTUATOR, BOLT CAPS, WHITE. SEAT - BENEKE 520-HPSS COMMERCIAL GRADE SOLID
PLASTIC, ELONGATED. CLOSED FRONT SEAT WITH COVER, STAINLESS STEEL POSTS AND
SELF-SUSTAINING HINGES, WHITE. SUPPLY - BRASSCRAFT OCR1912 - 1/2" O.D. X
3/8" O.D. ANGLE STOP, WHEEL HANDLE, WALL FLANGE, CHROME PLATED.
P2WH LAVATORY - WALL HUNG - GRID DRAIN:
KOHLER K-2005 21" X 18" WALL HUNG LAVATORY, 4" CENTERS, CONCEALED ARMS,
FRONT OVERFLOW AND BACKSLASH, WHITE. FAUCET - KOHLER K-15199 SINGLE
LEVER HANDLE, 4" CENTERS, FLOW RESTRICTOR, WITH GRID DRAIN REPLACEABLE
CERAMIC DISC CARTRIDGE, AERATOR, 1 1/4" TAILPIECE, CHROME FINISH. SUPPLY -
BRASSCRAFT SR1712A - 1/2" O.D. X 3/8" O.D. ANGLE SUPPLY, LOOSE KEY STOP,
WALL FLANGE, CHROME PLATED. TRAP - MCGUIRE 8902 - 1 1/4" X 1 1/2",
17 GAUGE ADJUSTABLE TRAP WITH CLEANOUT AND WALL FLANGE, CHROME FINISH.
DRAIN - MCGUIRE 155 -WC - 1 1/4% 17 GAUGE OFFSET DRAIN WITH OPEN GRID
STRAINER, CHROME PLATED. LAVATORY WASTE TRAP PRIMER - JAY R. SMITH 2698 -
1 1/4", 17 GAUGE ADJUSTABLE WITH CLEANOUT AND WALL FLANGE, TRAP PRIMER
TUBING WITH WALL FLANGE, CHROME PLATED. PROVIDE IN LIEU OF STANDARD TRAP
AT LOCATIONS INDICATED ON DRAWINGS. INSULATION KIT - HAND LAV -GUARD MODEL
102 AND 105 - SELF FASTENING, VINYL INSULATION COVERS FOR DRAIN, TRAPS, AND
SUPPLY PIPING WITH ACCESSIBLE ANGLE VALVE INSULATION COVER, WHITE. CARRIER -
SMITH 700 SERIES - ADJUSTABLE FLOOR SUPPORT WITH CONCEALED ARMS.
P86 ELECTRIC WATER COOLER:
OASIS P8ACSL WALL MOUNTED BARRIER FREE BI -LEVEL COOLERS, FRONT
PUSHBUTTON OPERATION, HEAVY GAUGE STAINLESS STEEL, UNIT TO PROVIDE
MINIMUM 8 GPH OF 50'F WATER WITH 90'F AMBIENT AND 80'F SUPPLY
WATER TEMPERATURE, VINYL FINISH. SUPPLY - MCGUIRE ST07 - 1/2" O.D. X
3/8" O.D., WHEEL HANDLE STOP. TRAP - MCGUIRE 8902 - 1-1/4" X 1-1/2",
17 GAUGE ADJUSTABLE TRAP WITH CLEANOUT, CHROME FINISH.
CONNECT NEW 3/4 -CW TO
EXISTING 3/4" VALVED CW CONN.
P 1 H: 4"S, 4'V, 1 /2"CW
4"V UP&VTR
SUITE 1651
2,000 SF
F E 5&VK
WHITE BOX FLOOR PLAN
SCALE: 1/4' - 1 e-0"
DRAINAGE PRODUCTS /SPECIALTIES
UNLESS OTHERWISE INDICATED NUMBERS ARE JAY R. SMITH. EQUAL PRODUCTS: ZURN,
JOSAM, WADE AND WATTS.
CO -EXPOSED CLEANOUT - UNFINISHED AREAS
JAY R. SMITH FIG. 4420 CAST BRONZE COUNTERSUNK PLUG WITH SLOT TO RECEIVE 1/2.
THICK STEEL BAR STOCK.
WCO-WALL CLEANOUT - FINISHED AREAS
JAY R. SMITH FIG. 4436 C.I. FERRULE FOR NO HUB OR SERVICE WEIGHT PIPE, NICKEL
BRONZE ROUND FRAME AND COVER WITH SECURING SCREWS.
FCO -CONCRETE FLOORS
JAY R. SMITH FIG. 4220 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY
REMOVAL, ADJUSTABLE ROUND CAST IRON TOP WITH SECURING SCREW, SPEEDI-SET OUTLET
CONNECTION.
FCO -TILE FLOORS
JAY R. SMITH FIG. 4151 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASY
REMOVAL, ADJUSTABLE ROUND NICKEL BRONZE TOP RECESSED FOR TILE WITH SECURING
SCREW, SPEEDI-SET OUTLET CONNECTION.
FCO -CARPETED FLOORS
JAY R. SMITH FIG. 4020-Y C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG, ADJUSTABLE
ROUND NICKEL BRONZE TOP COMPLETE WITH STAINLESS STEEL CARPET MARKER WITH SECURING
SCREW, SPEEDI-SET OUTLET CONNECTION.
LAVATORY -WALL HUNG SUPPORT
JAY R. SMITH #700 FOR MASONRY WALLS AND #700-M31 FOR METAL STUD WALLS.
ELECTRIC WATER COOLER CARRIER -WALL HUNG
JAY R. SMITH FIG. 830 SUPPORT WITH UPRIGHTS OF HIGH STRENGTH STEEL WITH WELDED
BASES BOLTED TO FLOOR. FOR STEEL STUD WALLS, USE M31 RECTANGULAR UPRIGHTS.
PLUMBING NOTES
1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL
PLUMBING FIXTURES.
2. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2001 FLORIDA
PLUMBING CODE WITH ALL APPLICABLE LOCAL CODE AND ORDINANCES.
3. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FROM THE BUILDING
STRUCTURE AND SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROM
CEILING TILES.
4. WATER PIPING ROUTED ABOVE CEILING AND IN EXTERIOR WALLS SHALL BE ROUTED
ON HEATED SIDE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE)
OF WALL INSULATION.
5. SANITARY AND DRAINAGE PIPING 2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT
MINIMUM, PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM.
6. LOCATE ALL SECTIONAL OR MAN CONTROL VALVES WITHIN V-0" FROM ACCESS
PANELS, CEILING TILES, OR OTHER POINT OF ACCESS.
7. ALL COLD WATER, AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL
BE INSULATED WITH HANDI-LAV GUARD MODELS 102 AND 105 INSULATION KITS.
8. PROVIDE SHOCK ABSORBERS SIZED PER PDI SPECIFICATIONS ON ALL DOMESTIC WATER
LINES SERVING PRV STATIONS AND OTHER INSTALLATIONS WITH QUICK CLOSING VALVES.
9. PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP
ON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS.
10. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM
SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY.
11. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM
PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE.
12. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE FIRE
STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER
PRODUCTS SHALL BE AS MANUFACTURED BY 3M COMPANY, CP25 CAULK, CS195
COMPOSITE PANEL, FS195 WRAP/SRINK, OR PSS 7900 SERIES SYSTEMS AS
RECOMMENDED BY MANUFACTURER FOR PARTICULAR APPLICATIONS, OR EQUIVALENT
SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS.
13. ALL VENT THRU ROOF PENETRATIONS SHALL BE ROUTED TO TERMINATE AT THE
LEAST VISIBLE LOCATION FROM THE ENTRY VIEW.
FIRE PROTECTION SYSTEM MATERIALS
1. ALL MATERIALS, PIPE, VALVES AND EQUIPMENT FURNISHED UNDER THIS SECTION
SHALL BE NEW AND APPROVED BY NFPA, UNDERWRITER'S LABORATORIES, INC.
(U.L.), FACTORY MUTUAL (F/M) AND AMERICAN WATER WORKS ASSOCIATION (AWWA)
WHERE APPLICABLE.
2. SCHEDULE 40 WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135.
A. CLASS 125, AND 250 CAST IRON THREADED FITTINGS, ANSI 816.4.
B. CLASS 150, AND 300 MALLEABLE IRON THREADED FITTINGS, ANSI 816.3.
C. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET,
MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM
A47 AND A536, U.L. LISTED, F.M. APPROVED.
3. LIGHTWALL WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135.
A. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET,
MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING
ASTM A47, AND A536, U.L. LISTED, F.M. APPROVED.
B. LIGHTWALL, 150 PSI, BUTTWELD FITTINGS, ANSI 816.9.
4. AUTOMATIC SPRINKLERS SHALL BE PROVIDED AS FOLLOWS:
A. SMALL FRAME GLASS ELEMENT, SEMI -RECESSED, FAST RESPONSE PENDENT
SPRINKLERS SHALL BE PROVIDED IN ALL AREAS WITH LAY -IN
CEILINGS UNLESS OTHERWISE NOTED. TEMPERATURE RATING OF SPRINKLERS
SHALL BE 155' - 165'. SPRINKLERS TO BE VIKING MICROFAST MODEL M
SERIES WITH MODEL E-1 ESCUTCHEON, FINISH OF SPRINKLER AND
ESCUTCHEON SHALL BE WHITE.
B. FAST RESPONSE UPRIGHT PENDENT SPRINKLERS SHALL BE PROVIDED IN
ALL AREAS WITH NO CEILING. TEMPERATURE RATING IS TO BE 165'
UNLESS CONDITIONS REQUIRE HIGHER TEMPERATURE. FINISH OF
SPRINKLER TO BE ROUGH BRASS. SPRINKLER TO BE VIKING MICROFAST
MODEL M.
C. ALTERNATE ACCEPTABLE MANUFACTURERS WITH EQUIVALENT SPRINKLERS
ARE AUTOMATIC, CENTRAL, GRINNELL, GEM, AND RELIABLE.
5. ALL INTERIOR SPRINKLER PIPING SHALL MEET THE REQUIREMENTS OF APPLICABLE
SECTIONS OF NFPA, AND THE OWNER'S UNDERWRITER. ALL PIPE, FITTINGS,
VALVES, AND SPRINKLER SYSTEM COMPONENTS SHALL BE RATED FOR WORKING
PRESSURES AS REQUIRED BY SYSTEM DESIGN.
6. ALL PIPE, SUPPORTS AND HANGER ASSEMBLIES SHALL BE IN ACCORDANCE WITH
NFPA-13 AND SHALL BE U.L. LISTED OR F.M. APPROVED.
7. THE ADDITION TO THE EXISTING SPRINKLER SYSTEMS SHALL BE DESIGNED TO THE EXISTING
AVAILABLE WATER SUPPLY PRESSURE. THE CONTRACTOR SHALL CONFIRM THE REVISED
SPRINKLER PIPING ARRANGEMENT WITH HYDRAULIC CALCULATIONS.
8. THE TENANT BUILD -OUT AREA IS TO BE PROVIDED WITH AUTOMATIC SPRINKLERS BASED
UPON LIGHT HAZARD DESIGN CLASSIFICATION WITH A DENSITY OF .10 GPM OVER 1500
SQ. FT. AND MAXIMUM OF 225 SQUARE FEET SPACING.
9. SPRINKLER HEADS INSTALLED IN LAY IN ACOUSTICAL TILE CEILINGS SHALL BE CENTERED IN
THE CEILING TILES OR INSTALLED ON QUARTER POINTS OF THE FOUR FOOT
DIMENSIONS OF 2' X 4' TILES.
10. ALL FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD
OF ONE YEAR AFTER FINAL ACCEPTANCE.
11. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND
SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. PIPING HUNG FROM
JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS.
12. ALL SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN DESIGNED CEILING HEIGHTS
INDICATED ON ARCHITECTURAL DRAWINGS.
13, ALL FIRE PROTECTION DRAWINGS SUBMITTALS SHALL BE AT 1/8" SCALE AS A MINIMUM.
ALL SUBMITTALS SHALL BE IN REPRODUCIBLE VELLUM OR MYLAR FORMAT ONLY.
SUBMITTALS OF MULTIPLE PRINTS WILL BE RETURNED WITHOUT REVIEW.
14. FIRE PROTECTION SHOP DRAWINGS SHALL INCLUDE ALL DATA REQUIRED BY N.F.P.A.
SECTION 13. SHOP DRAWING PLANS SHALL INDICATE ALL LIGHTS, GRILLES, SOFFITS,
ALARMS, SPEAKERS AND OTHER CEILING COMPONENTS, AS WELL AS HYDRAULIC NODE
POINTS, TO INSURE COORDINATION. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
TO AND SECURE APPROVAL OF THE OWNER'S UNDERWRITER, LOCAL AUTHORITY AND/OR
STATE AUTHORITIES PRIOR TO SUBMISSION TO THE ENGINEER. THE CONTRACTOR SHALL
NOT COMMENCE WORK, PURCHASE, OR PROVIDE ANY MATERIALS TO THE JOB SITE
WITHOUT OBTAINING SHOP DRAWING APPROVAL FROM THE ABOVE AND THE
ENGINEER. SHOP DRAWINGS SHALL INCLUDE COPIES OF ALL HYDRAULIC CALCULATIONS
PROVIDING DESIGN DENSITIES, WHERE APPLICABLE.
15. ALL DESIGN DRAWINGS AND CALCULATIONS PREPARED BY THE FIRE PROTECTION
SUBCONTRACTOR SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF GEORGIA OR EQUIVALENT FIRE SPRINKLER CONTRACTOR'S
CERTIFICATE SEAL.
PLUMBING LEGEND
SYMBOL
ABBREVIATION
DESCRIPTION
P&A'.,
+00
A/C
ABOVE CEILING
A/F
ABOVE FLOOR
ATLANTA,
AFF
ABOVE FINISHED FLOOR
GEORGIA
AFG
ABOVE FINISHED GRADE
30328
B/F
BELOW FLOOR
B/G
BELOW GRADE
- - -
CW
COLD WATER PIPING
c
ON
PIPING TURNING DOWN
-D4-
GV
GATE/BALL VALVE
H.C.
HANDICAPPED
- -- -
HW
HOT WATER PIPING
0@-
---
P -TRAP
S
S,W
SOIL, WASTE PIPING (ABOVE GROUND)
- -g- -
S,W
SOIL, WASTE PIPING (BELOW GROUND)
-���-
---
UNION
0-
UP
PIPING TURNING UP
V
VENT PIPING
VTR
VENT THRU ROOF
1 H-
WCO
WALL CLEANOUT
PLUMBING MATERIALS
1. COLD AND HOT WATER PIPING ABOVE GRADE SHALL BE TYPE L HARD DRAWN COPPER
TUBING CONFORMING TO ASTM B-88 WITH SWEAT JOINTS AND CAST OR WROUGHT
FITTINGS. ALL JOINTS SHALL BE MADE WITH LEAD FREE SOLDER, DOMESTIC COLD WATER
SERVICE PIPING BELOW GRADE SHALL BE CEMENT LINED DUCTILE IRON PIPE WITH
PUSH -ON JOINTS. DOMESTIC WATER BRANCH PIPING BELOW GRADE SHALL BE
PROTECTED WITH SLEEVES AT ALL PENETRATIONS THROUGH CONCRETE.
2. SANITARY WASTE & VENT PIPING ABOVE GROUND SHALL BE NO -HUB
CAST-IRON WITH STAINLESS STEEL COUPLINGS, OR SCHEDULE 40 DWV PVC WITH
SOLVENT JOINTS IF APPROVED BY LOCAL CODE OFFICIAL. PVC PIPING SHALL NOT
BE LOCATED IN RETURN AIR PLENUM SPACES.
3. SANITARY WASTE PIPING BELOW GROUND SHALL BE CAST-IRON WITH
PUSH -ON JOINTS, OR SCHEDULE 40 DWV PVC WITH SOLVENT JOINTS.
4. ALL ABOVE GRADE HOT AND COLD DOMESTIC WATER PIPING SHALL BE INSULATED EXCEPT
AT HORIZONTAL CHASE BRANCH PIPING TO INDIVIDUAL PLUMBING FIXTURES AND ON
VERTICAL RISERS WITHIN SEALED CHASES. ALL HOT WATER PIPING ABOVE GRADE SHALL
BE INSULATED WITH 1 INCH NOMINAL THICKNESS PIPE INSULATION WITH VAPOR
BARRIER JACKET, ALL COLD WATER PIPING ABOVE GRADE SHALL BE INSULATED
WITH 1/2 INCH THICKNESS INSULATION ON PIPING 2" AND SMALLER, 1" THICK
INSULATION ON PIPING 2 1/2' AND LARGER. OWENS-CORNING ASJ/SSLII OR EQUAL.
CONNECT NEW 3/4 -CW TO
EXISTING 3/4" VALVED
CW CONN.
DIELECTRIC UNION (TYI
ASME T&P RELIEF VAL
DISCHARGE FULL SIZE
& TERMINATE 6" MIN.
1 1/2' HIGH SAFETY
1 " DRAIN ROUTE A/C
TERMINATE 6" MIN. AF
LAV S__�
6' 1/21'
1/2"
3/4"
SANITARY AND DOMESTIC WATER ISOMETRICS
SCALE: N.T.S
CEILING SUSPENDED EWH
SCALE: N.T.S.
GALLON EXPANSION TANK
VACUUM RELIEF
GATE VALVE (TYP.2)
1/2- CW SUPPLY
1/2- HW OUTLET
3/4" CADMIUM PLATED ALL
THREAD ROD WITH LOCK WASHERS
AND DOUBLE NUTS (TYPA)
SOLDER SEAMS WATER TIGHT
CROSS BREAK BOTTOM OF
PAN TO DRAIN POINT
2" X 2" X 1/4" GALVANIZED
ANGLE IRON FRAME
DRAIN VALVE
REVISION # 38 SUMMARY
A. ADDED SHEET
PHILLIPS
"OWN"
P A R T N E R S H I P
Architecture • Interior Design ■ Planning
"on 770394.1616 770.394.1314
RF
K
J
I
L E F � H C
ACHI
B C D
CONSULTANT
Jordan & Skala Engineers Ina
(-j Project Number - 0410070
5365 OAKBROOK PARKWAY. NORCROSS, GA 30093
PHONE (770)447-5547 FAX (770)446-0262
MAIL jee0jordanskala.com
COPYRIGHT ® 2004 JORDAN & SKALA ENGINEERS INC.
SEAL
bK
l�
REVISIONS
# DATE DESCRIPTION
® 10/18/04 SHOPS WHITE BOX
This document is ® Phillips Partnership, PC and is
considered an Instrument of Service and is solely for use with
respect to the project as indicated below. All rights reserved.
This document may not be reproduced without the prior
written consent of Phillips Partnership, PC.
TENANT
STANDARD WHITE
BOX SHOP
1657 W.P. BALL BOULEVARD
PROJECT
THE MARKETPLACE
AT SEMINOLE TOWNE CENTER
0
SANFORD, FLORIDA
CLIENT
NORTH AMERICAN PROPERTIES
NORTH AMERICAN PROPERTIES -ATLANTA
1080 HOLCOMB BRIDGE ROAD
BUILDING 200, SUITE 150
ROSWELL, GA 30075
TEL (770) 645-6566 FAX (770) 643-9540
PHILLIPS JOB NUMBER
0208616
ISSUE DATE
DRAWN BY/CHECKED BY 05/14/04
DRAWING TITLE JMW/RWF
WHITE BOX
FLOOR PLAN -
PLUMBING
SHEET NUM
■
006-1.0
W CENTRAL
NITS
P&A'.,
+00
T
CN
ATLANTA,
GEORGIA
■
30328
ELECTRICAL SPECIFICATIONS
TYPE
DESCRIPTION
PANELBOARD SCHEDULE -
LE9
NOTES
I.
SCOPE
4.
ALL BRANCH CIRCUIT CONDUCTORS SHALL BE CONNECTED AS INDICATED
PHASE: 3
INSTALL ALL ELECTRICAL WORK COVERED BY THE BELOW SPECIFICATIONS AND
1 MOUNTING: SURFACE
ON THE DRAWINGS. COMMON NEUTRALS AND GROUND WIRES MAY BE
NOTES: .
APPROVED DRAWINGS. PROVIDE ALL MATERIAL, LABOR, TRANSPORTATION, TOOLS,
CKT TRIP
# POLE
PULLED IN CONDUITS WHERE ONLY OPPOSITE PHASE CONDUCTORS ARE
COLUMBIA
SUPERVISION, ETC., NECESSARY TO COMPLETE THE TOTAL ELECTRICAL JOB. ALL
LOAD(KVA)
MTR A/C HTG KIT MISC
RUN. ALL CONDUITS SHALL HAVE A GROUND WIRE PULLED AND SHALL
LOAD(KVA)
MISCI KIT HTG A/C MTR RCP LTG
ITEMS NOT SPECIFICALLY MENTIONED HEREIN WHICH ARE OBVIOUSLY NECESSARY TO
CKT
#
COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE.
RECEPT-TELEP.
MAKE A COMPLETE WORKING INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR,
1.0
••••........•••
INCLUDING ANY NECESSARY FIELD ENGINEERING AND/OR DETAIL DRAWINGS REQUIRED.
5.
ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 6 AWG AND LARGER
2
DRAWINGS SHALL BE SUBMITTED FOR APPROVAL AS PROVIDED FOR IN "SHOP
1.65 LIGHTS 20/1
SHALL BE PHASE IDENTIFIED IN EACH ACCESSIBLE ENCLOSURE BY ONE
5 20/1 RECEPTS. 1.0
DRAWINGS".
6
INCH WIDE PLASTIC TAPE ATTACHED TO CONDUCTORS IN A READILY
11.5 WATER HEATER EWH-1 20/1
8
9 20/1 RECEPT-SHOW WINDOW 0.4
VISIBLE LOCATION. TAPE COLORS SHALL MATCH COLOR CODE
I1.
CODES AND FEES
SPACE
REQUIREMENTS SPECIFIED HEREIN.
13 SPACE
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST
6.
CONNECTIONS BETWEEN FIXTURE JUNCTION BOX AND FIXTURE SHALL BE
SPACE
EDITION OF THE NATIONAL ELECTRICAL CODE, N.F.P.A. #70, NATIONAL ELECTRICAL
17 SPACE
MADE WITH NO 16. AWG SILICONE RUBBER INSULATED STRANDED
18
SAFETY CODE, ANSIC-2 AND ALL LOCAL AND STATE CODES AND REGULATIONS. THE
SPACE
FIXTURE WIRE, TYPE SFF - 2 (150?C.) OR NO. 16 AWG
21 SPACE
CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED
22
THERMOPLASTIC, NYLON JACKETED STRANDED FIXTURE WIRE, TYPE THHN
SPACE
BY THE BUILDING AND SAFETY CODES AND ORDINANCES, AND THE RULES AND
25 SPACE
(90°C.) COLOR CODE AS SPECIFIED HEREIN SHALL NOT BE REQUIRED
26
REGULATIONS OF ANY LEGAL BODY HAVING JURISDICTION.
SPACE
FOR FIXTURE WIRE; HOWEVER, NEUTRAL AND GROUND CONDUCTOR SHALL
29 SPACE
SPACE
30
BE IDENTIFIED DISTINCTLY FROM PHASE CONDUCTORS AS PER THE
111.
WORKMANSHIP
33 SPACE
ABOVE SPECIFICATIONS.
34
ALL WORK SHALL BE NEATLY, ORDERLY AND SECURELY INSTALLED WITH CONDUITS,
7.
SPLICES IN CONDUCTORS SHALL BE MADE ONLY WITHIN JUNCTION
37 70/3 RTU -5 0.6 5.3
PANELS, BOXES, SWITCHES, ETC., PERPENDICULAR AND/OR PARALLEL WITH THE
38
BOXES, WIRING TROUGHS, AND OTHER ENCLOSURES AS PERMITTED BY
SPACE
PRINCIPAL STRUCTURAL MEMBERS, AND SHALL BE LEFT IN PROPER WORKING ORDER.
41 -- ---- 0.6 5.3
THE NATIONAL ELECTRICAL CODE. DO NOT SPLICE CONDUCTORS IN
42
THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF
PANELBOARDS, SAFETY SWITCHES, OR MOTOR CONTROL ENCLOSURES.
0.0 3.8
ELECTRICAL EQUIPMENT. COORDINATE DEVICE LOCATIONS WITH DOOR SWINGS,
SPLICES IN CONDUCTORS NO. 10 AWG OR SMALLER SHALL BE MADE WITH
TOTAL CONNECTED LOAD: 26.8
CABINETS, COUNTERS, ETC., AS INDICATED ON THE ARCHITECTURAL DRAWINGS. DO
RECEPTACLES: 3.8 CONNECTED LOAD (KVA)
SKOTCHLOK INSULATED SPRING CONNECTORS, IDEAL WRAPPING
NOT SCALE ELECTRICAL PLANS. OBTAIN DIMENSIONS FOR LAYOUT OF EQUIPMENT
LIGHTOLIER LLC2URW OR EQUAL BY
INSULATED CAPS. SPLICES IN CONDUCTORS NO. 8 AWG AND LARGER
120V., WALL MOUNTED
FROM ARCHITECTURAL PLANS UNLESS INDICATED ON ELECTRICAL PLANS.
10.9
SHALL BE MADE WITH SPLIT BOLT CONNECTORS TAPED WITH NO. 88
WITH CENTER OF FIXTURE
PLASTIC ELECTRICAL TAPE UNLESS SPLICES ARE SPECIFICALLY
IV.
SUBSTITUTIONS
12" ABOVE DOOR FRAME.
INDICATED TO BE MADE WITH CRIMPING SLEEVE APPLIED TO
8.5
71.3
CONDUCTORS WITH HYDRAULICALLY OPERATED CRIMPING TOOL.
ALL COST INCURRED BY THE ACCEPTANCE OF SUBSTITUTIONS SHALL BE BORNE BY THE
LITHONIA
17.4
CONTRACTOR. PROOF FOR THE EQUALITY OF SUBSTITUTIONS SHALL BE BY THE
D. JUNCTION
BOXES
CONTRACTOR.
KITCHEN:
0.0
ALL JUNCTION BOXES SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED
V.
U.L. APPROVAL
SHEET
STEEL AND COMPLY WITH ARTICLE #314 OF THE NATIONAL ELECTRICAL
CODE,
FOR THE NUMBER, SIZE AND POSITION OF CONDUITS ENTERING THE
ALL ELECTRICAL ITEMS COVERED BY THIS SPECIFICATION SHALL BE U.L. LABELED
BOX,
SIZE OF BOX AND MAXIMUM NUMBER OF CONDUCTORS IN A BOX.
MIN. PANEL AMPACITY: 77.0
AND LISTED FOR THEIR SPECIFIC USE.
E. PANELBOARDS
VI.
ELECTRICAL SERVICE
1.
SHALL BE SPECIFIED ON THE DRAWINGS.
A. ELECTRICAL SERVICE SHALL BE AS INDICATED ON THE DRAWINGS. SERVICE
SHALL ORIGINATE AS SHOWN ON THE DRAWINGS.
2.
SHALL BE BOLT -IN CIRCUIT BREAKER TYPE WITH A 100% RATED MAIN
BREAKER OR RATED MAIN LUGS ONLY AS NOTED ON DRAWINGS. ALL
B. SERVICE CONNECTIONS AT SERVICE POINT SHALL BE MADE BY THE LOCAL
SHALL HAVE U.L. APPROVED INTERRUPTING CAPACITY OF 22,000 AMPS
UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL PAY ALL COST
MINIMUM UNLESS INDICATED ON DRAWINGS RMS SYM. AT VOLTAGE
REQUIRED BY THE LOCAL UTILITY COMPANY PROVIDING SERVICES INDICATED.
INDICATED ON DRAWINGS. ALL BUSSING SHALL BE COPPER.
ELECTRICAL CONTRACTOR SHALL COORDINATE METERING, TRANSFORMER PAD,
CONNECTION POINTS AND GROUNDING WITH UTILITY COMPANY.
3.
SIDE AND GUTTERS SHALL HAVE MINIMUM CODE CLEARANCES. DEPTH
SHALL BE 5 3/4" MINIMUM.
C. THE MAIN DISCONNECT AND PANEL SHALL BE LABELED FOR SERVICE ENTRANCE
EQUIPMENT.
4.
APPROVED MANUFACTURERS ARE: SQUARE D, CUTLER -HAMMER, SIEMENS,
AND GENERAL ELECTRIC.
VII.
TEST
5.
TYPEWRITTEN DIRECTORIES AND PANELBOARD DESIGNATION PLATES
A. UPON COMPLETION OF THE WORK, A TEST OF THE INDIVIDUAL SYSTEMS
SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL PANELBOARDS.
INCLUDING ALL FEEDERS, BRANCHES, OUTLETS, LIGHTING, MOTORS APPARATUS
AND APPLIANCES, TO ASSURE OPERATION IN COMPLIANCE WITH THESE
F. LIGHTING
FIXTURES
SPECIFICATIONS AND THE DRAWINGS. A LETTER WITH ALL PERTINENT TEST
DATA SHALL BE SUBMITTED TO THE ARCHITECT AT LEAST (5) FIVE DAYS
1.
UNLESS INDICATED ON DRAWINGS, BALLASTS PROVIDED WITH FIXTURES
PRIOR TO COMPLETION OF PROJECT.
SHALL BE ETL-CBM APPROVED, HIGH POWER FACTOR, WITH U.L. LABEL.
ALL BALLASTS FOR RAPID START LAMPS SHALL BE PREMIUM CLASS P.
B. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTS, LABOR AND MATERIALS FOR
BALLASTS SHALL BE FOR THE VOLTAGE OF THE CIRCUIT TO WHICH
ANY ESSENTIAL INTERMEDIATE AND FINAL TESTS TO PROVIDE COMPLIANCE
CONNECTED. BALLASTS SHALL BE PROVIDED FOR ALL FLUORESCENT AND
WITH THESE SPECIFICATIONS.
HIGH INTENSITY DISCHARGE LAMPS. EACH BALLAST SHALL BE
PROTECTED BY AN INTERNAL FAST BLOWING FUSE. CONTRACTOR TO
VIII.
GUARANTEE
PROVIDE PROPER FUSES.
WORK SHALL BE GUARANTEED FOR A ONE (1) YEAR PERIOD.
2.
LAMPS SHALL BE PROVIDED FOR ALL FIXTURES IN ACCORDANCE WITH
FIXTURE SCHEDULE.
IX.
SPECIFICATIONS
G. WIRING DEVICES
A. GROUNDING
1.
RECEPTACLES AND WALL SWITCHES SHALL BE OF THE TYPE AND SIZE
1. SHALL COMPLY WITH ARTICLE #250 OF THE NATIONAL ELECTRICAL CODE
INDICATED BY HUBBELL, P&S, OR ARROW HART MAY BE USED.
AND ALL STATE AND LOCAL CODES AND REQUIREMENTS OF THE UTILITY
COMPANY PROVIDING SERVICE AND SHALL BE PROVIDED AS PER THESE
a. ALL SWITCHES SHALL BE 20 AMP 120 VOLT SPECIFICATION
SPECIFICATIONS AND THE DRAWINGS.
GRADE WITH IVORY HANDLES UNLESS OTHERWISE NOTED. NUMBER
OF POLES SHALL BE AS INDICATED ON DRAWINGS.
2. THE BUILDING ELECTRICAL SYSTEMS SHALL BE SOLIDLY GROUNDED
SUPPLEMENTED WITH EQUIPMENT CONDUCTORS. ALL NON-CURRENT
b. DUPLEX OUTLETS SHALL BE 20 AMP 125 VOLT A.C. 3 -WIRE
CARRYING PARTS OF THE ELECTRICAL SYSTEM, I.E., RACEWAYS,
SPECIFICATION GRADE STRAIGHT BLADE WITH IVORY FACE,
EQUIPMENT ENCLOSURES, FRAMES, JUNCTION AND OUTLET BOXES AND
UNLESS OTHERWISE NOTED ON DRAWINGS.
OTHER CONDUCTIVE ITEMS IN CLOSE PROXIMITY WITH ELECTRICAL
CIRCUITS, SHALL BE GROUNDED TO PROVIDE A LOW IMPEDANCE PATH
2.
DEVICE PLATES SHALL BE IVORY COLORED AND SHALL BE PLASTIC
FOR POTENTIAL GROUND FAULTS.
(UNLESS OTHERWISE NOTED ON DRAWINGS).
3. BRANCH CIRCUIT EQUIPMENT GROUNDING CONDUCTORS ARE NOT SHOWN ON
3.
TIME CLOCK SHALL BE PARAGON EL72 OR EQUAL.
THE DRAWINGS, HOWEVER, AN EQUIPMENT GROUNDING CONDUCTOR SHALL
BE INSTALLED IN ALL RACEWAYS AND CABLES.
H. DISCONNECT SWITCHES
B. RACEWAYS
1.
DISCONNECT SWITCHES SHALL BE A MINIMUM OF 30 AMP, 250 VOLT
RATED, HEAVY DUTY TYPE, 3 POLE WITH SOLID NEUTRAL, UNLESS
1. ALL RACEWAYS (UNLESS NOTED HEREIN) SHALL BE ELECTRICAL
OTHERWISE NOTED.
METALLIC TUBING (EMT) AND SHALL BE FERROUS GALVANIZED CONDUIT
AND SHALL COMPLY WITH ARTICLE #358 OF THE NATIONAL ELECTRICAL
CODE OR BE INTERMEDIATE METAL CONDUIT (IMC) AND SHALL BE
FERROUS GALVANIZED CONDUIT AND SHALL COMPLY WITH ARTICLE #342
OF THE NATIONAL ELECTRICAL CODE OR BE RIGID STEEL CONDUIT AND
SHALL COMPLY WITH ARTICLE #344 OF THE NATIONAL ELECTRICAL
CODE. EMT COUPLINGS SHALL BE STEEL SET SCREW TYPE.
2. FLEXIBLE METAL CONDUIT SHALL BE USED FROM JUNCTION BOXES TO
CORRESPONDING RECESSED LIGHTING FIXTURES AND SHALL COMPLY WITH
ARTICLE #348 OF THE NATIONAL ELECTRICAL CODE.
3. LIQUID TIGHT FLEXIBLE METAL OR NON-METALLIC CONDUIT SHALL BE
USED FROM OUTDOOR EXPOSED CONNECTIONS TO GROUND OR ROOF
MOUNTED EQUIPMENT AND COMPLY WITH ARTICLE #350 OF THE NATIONAL
ELECTRICAL CODE.
4. RIGID NONMETALLIC CONDUIT SHALL BE PVC SCHEDULE 40 AND SHALL
COMPLY WITH ARTICLE #352 OF THE NATIONAL ELECTRICAL CODE.
RIGID NON-METALLIC CONDUIT MAY BE USED FOR SERVICE ENTRANCE,
IF ALLOWED BY LOCAL CODE AUTHORITY AND INSTALLED PER THE
NATIONAL ELECTRICAL CODE.
5. ALL RACEWAYS SHALL BE INSTALLED CONCEALED EXCEPT IN
UNFINISHED SPACES OR WHERE INDICATED.
C. CONDUCTORS
1. ALL CONDUCTORS SHALL BE COPPER AND HAVE 600 VOLT TYPE, 90°C,
THHN/THWN INSULATION EXCEPT WHERE NOTED ON THE DRAWINGS.
2. ALL BRANCH CIRCUITS SHALL BE MINIMUM OF #12 AWG SOLID COPPER
EXCEPT FOR MOTOR LEADS, WHICH SHALL BE A MINIMUM OF #12 AWG
STRANDED COPPER, UNLESS OTHERWISE NOTED ON DRAWINGS.
3. ALL BRANCH CIRCUIT AND FEEDER CONDUCTORS, NO. 8 AWG AND
SMALLER, SHALL BE COLOR CODED AS FOLLOWS:
120/208 VOLT SYSTEM
PHASE A - BLACK
PHASE B - RED
PHASE C - BLUE
NEUTRAL - WHITE
GROUND - GREEN
5
r
A
A
r
4
7
[(rr**1111M16
A
5
A
5
WHITE BOX FLOOR PLAN - SUITE 1657 - ELECTRICAL
SCALE: 1/8" - V-0"
1D PROVIDE LOCK -ON DEVICE
LIGHTING FIXTURE SCHEDULE
TYPE
DESCRIPTION
PANELBOARD SCHEDULE -
LE9
NOTES
A
MAINS: 225A MLO
VOLTAGE: 208/120
4-F32T8/SP35
PHASE: 3
1 WIRE:4
1 MOUNTING: SURFACE
I AIC: 10,000
NOTES: .
LE9-8
CKT TRIP
# POLE
DESCRIPTION
COLUMBIA
LTG IRCPT
LOAD(KVA)
MTR A/C HTG KIT MISC
PHASE
A B C
LOAD(KVA)
MISCI KIT HTG A/C MTR RCP LTG
DESCRIPTION TRIP
POLE
CKT
#
1 20/1
RECEPT-TELEP.
BKBD
1.0
••••........•••
0.05
1.6
LIGHTS 20 1
2
3 20/1 RECEPTS. 0.6
1.65 LIGHTS 20/1
4
5 20/1 RECEPTS. 1.0
0.5 NIGHT EMERGENCY LIGHTS 20/1 1
6
7 20/1 RECEPTS. 0.8
11.5 WATER HEATER EWH-1 20/1
8
9 20/1 RECEPT-SHOW WINDOW 0.4
SPACE
10
it SPACE
SPACE
12
13 SPACE
SPACE
14
15 SPACE
SPACE
16
17 SPACE
SPACE
18
19 SPACE
SPACE
20
21 SPACE
SPACE
22
23 SPACE
SPACE
24
25 SPACE
SPACE
26
27 SPACE
SPACE
28
29 SPACE
SPACE
30
31 SPACE
SPACE
32
33 SPACE
SPACE
34
35 SPACE
SPACE
36
37 70/3 RTU -5 0.6 5.3
SPACE
38
39 -- ---- 0.6 5.3
SPACE
40
41 -- ---- 0.6 5.3
SPACE
42
LIGHTING:
3.8
0.0 3.8
11.8 0.0 115.9 U.0 0.0
0.0 10.0 1.5 0.0 0.1 0.0 3.8
TOTAL CONNECTED LOAD: 26.8
LITHONIA
RECEPTACLES: 3.8 CONNECTED LOAD (KVA)
CONNECTED LOAD (KVA) TOTAL DEMAND LOAD: 26.8
MOTORS:
LIGHTOLIER LLC2URW OR EQUAL BY
1.9
120V., WALL MOUNTED
PHASE A
10.9
90.4
WITH CENTER OF FIXTURE
A/C:
PRESCOLITE
0.0
12" ABOVE DOOR FRAME.
PHASE B
8.5
71.3
CONNECTED LOAD (AMPERES): 74.4
HEATING:
LITHONIA
17.4
PHASE C
7.4
61.7
DEMAND LOAD (AMPERES): 74.4
KITCHEN:
0.0
KVA
AMPS
MISCELLANEOUS:
0.0
MIN. PANEL AMPACITY: 77.0
1D PROVIDE LOCK -ON DEVICE
LIGHTING FIXTURE SCHEDULE
TYPE
DESCRIPTION
MANUFACTURER CATALOG NO.
LAMPS
NOTES
A
2' X 4', 4 -LAMP RECESSED ACRYLIC LENS
LIGHTOLIER XP2GVA43212004 OR EQUAL BY
4-F32T8/SP35
120V.
INCLUDED W/UNIT
TROFFER, WITH ELECTRONIC BALLAST, GRID
METALUX
120V/10
LE9-8
2#12,1#12G -1/2"C.
TYPE.
COLUMBIA
EF -1
120V/10
CKT. W/LTS.
2#12,1#12G -1/2"C.
DAYBRITE
IN CEILING
LITHONIA
B
2', 2 -LAMP WALL MTD FIXTURE WITH
LIGHTOLIER LSW2217-120-SO OR EQUAL BY
2417T8/SP35
120V.
ACRYLIC LENS, ELECTRONIC BALLAST.
METALUX
COLUMBIA
DAYBRITE
LITHONIA
6 VOLT TWIN -HEAD BATTERY LIGHT,
EMERGILITE PRO -2
INCLUDED
120V.
E
SURFACE MOUNTED.
SURELITES CC -2
PRESCOLITE EDS -2
CHLORIDE GM1
LITHONIA ELM2
COMBINATION EXIT/EMERGENCY,
LIGHTOLIER LLC2URW-PENDANT OR EQUAL BY
L.E.D.
120V., PENDANT MOUNTED
XA
POLYCARBONATE, RED LETTERS
SURELITES
WITH CENTER OF FIXTURE
PRESCOLITE
9'-6" AFF.
CHLORIDE
LITHONIA
COMBINATION EXIT/EMERGENCY,
LIGHTOLIER LLC2URW OR EQUAL BY
L.E.D.
120V., WALL MOUNTED
XB
POLYCARBONATE, RED LETTERS
SURELITES
WITH CENTER OF FIXTURE
PRESCOLITE
12" ABOVE DOOR FRAME.
CHLORIDE
LITHONIA
MECHANICAL EQUIPMENT CONNECTION SCHEDULE
DESCRIPTION
VOLTAGE
CIRCUIT
CONDUCTORS
DISCONNECT
NOTES
RTU -5
208V/30
LE9-37
3#4,1#8G -1"C.
INCLUDED W/UNIT
ON ROOF
EWH-1
120V/10
LE9-8
2#12,1#12G -1/2"C.
30/2/1
ABOVE CEILING
EF -1
120V/10
CKT. W/LTS.
2#12,1#12G -1/2"C.
INCLUDED W/UNIT
IN CEILING
KEY NOTES:
O1 24" X 24" X 3/4" PAINTED PLYWOOD TELEPHONE BACKBOARD. EXTEND 1" EMPTY
O CONDUIT TO LANDLORD'S TELEPHONE CABINET.
O2 JUNCTION BOX MOUNTED AT STOREFRONT FOR TENANT SIGN POWER.
COORDINATE EXACT JUNCTION BOX LOCATION AND MOUNTING HEIGHT WITH
ARCHITECT'S ELEVATION PRIOR TO ROUGH -IN. EXTEND 3/4" EMPTY CONDUIT
WITH PULL WIRE TO TENANT PANEL AND TERMINATE.
O3 DUPLEX RECEPTACLE MOUNTED FLUSH IN CEILING TILE ABOVE SHOW WINDOW.
O4 ROOF MOUNTED GFI RECEPTACLE PROVIDED WITH ROOF TOP MECHANICAL UNIT.
ELECTRICAL CONTRACTOR SHALL EXTEND TO CIRCUIT NOTED IN TENANT PANEL.
O5 NUMBER ADJACENT TO DEVICE OR FIXTURE DENOTES CIRCUIT BREAKER DEVICE
OR FIXTURE IS SERVED FROM IN TENANT PANEL.
O6 FIXTURE NOTED WITH "NL" SHALL BE A NIGHTLIGHT THAT OPERATES 24 HRS.,
CIRCUIT WITH EMERGENCY LIGHTS AS SHOWN.
REVISION # 34 SUMMARY
A. ADDED SHEET
PHILLIPS
P A R T N E R S H I P
Architecture - Interior Design ■ Planning
Mom 770.3941616 I- 770.394.1314
RF l3
K
J
I
L E F G H C
U:1
El
g C D
CONSULTANT
a Jordan & Skala Engineers, Inc.
C3Project Number • 0410070
5365 GWROOK PARKWAY, NORCROSS, GA 30093
PHONE (770)447-5547 FAX (770)448-0262
L jse0jordanskala.eom
COPYRIGHT ® 2004 JORDAN k SKALA ENGINEERS INC.
SEAL
O
REVISIONS
# DATE DESCRIPTION
® 10/18/04 SHOPS WHITE BOX
This document is Q Phillips Partnership, PC and is
considered an Instrument of Service and is solely for use with
respect to the project as indicated below. All rights reserved.
This document may not be reproduced without the prior
written consent of Phillips Partnership, PC,
TENANT
STANDARD WHITE
BOX SHOP
1657 W.P. BALL BOULEVARD
PROJECT
THE MARKETPLACE
AT SEMINOLE TOWNE CENTER
0
SANFORD, FLORIDA
CLIENT
11 111 1
NORTH AMERICAN PROPERTIES
NORTH AMERICAN PROPERTIES - ATLANTA
1080 HOLCOMB BRIDGE ROAD
BUILDING 200, SUITE 150
ROSWELL, GA 30075
TEL (770) 645-6566 FAX (770) 643-9540
PHILLIPS JOB NUMBER
0208616
ISSUE DATE
DRAWN BY/CHECKED BY 05/14/04
DRAWING TITLE AVVO/CCJ
WHITE BOX
FLOOR PLAN -
ELECTRICAL
SHEET NUMBER
El
■
41) mood
III CENTRAL PARK
t 40
I
ATLANTA, GEORGIA