HomeMy WebLinkAboutBUILDING PLANGENERAL NOTES
SUMMARY OF WORK:
1. Project Description: New Gazebo as per Section 8,00.03 (E) - Particular Permitted Accessory Structures and Uses in
Residential, Agricultural, and Planned Unit Development Districts.
2. Work Involved:
a. Exterior Walls/Footings/Foundation:
i. New 8" CMU with stucco finish to match existing residence.
ii. Concrete footing and foundation per plans.
b. Exterior ceiling:
i. 1x4 wood T&G ceiling, finish to be selected by owner.
ii. Provide crown molding as shown, style to be selected by owner
c. Electrical:
i. Provide lighting and power, per plans..
d. Roofing:
i. Provide new concrete "S" tiles as shown. New tile shall match existing rnain residence
3. Work completed shall meet all local and state building code requirements.
COORDINATION:
1. Contractor shall verify existing site conditions of project location prior to commencement of work.
2. Contractor shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as
shown on the drawings.
3. Contractor responsible for coordinating all trades to complete work. Contractor shall issue full sets of drawings to sub-
contractors commissioned to complete the work.
4. Contractor shall verify space requirements and location of project utilities.
5. Contractor shall field verify all dimensions of project. Do not scale drawings.
6. Contractor shall notify Architect of any discrepancies in drawings and/or specifications of project. Commencement of the
work without proper notification to the Architect, the contractor will assume responsibility of work preformed.
7. Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear.
Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work
preformed.
8. Owner and Contractor shall coordinate Schedule of Values, [-t.pplication of Payment, Construction Cost and any other fees
related to this project.
9. Owner and Contractor shall coordinate Schedule of Construction and notify Architect of schedule.
CHANGE PROCEDURES:
1. Architect will submit Supplemental Instructions for minor changes.
2. Contractor may propose changes by submitting a request for change to Architect. Architect and Owner shall give written
approval for all changes made by the Contractor. Commer;%Pment of the work without written approval from Architect
and Owner, the contractor will assume responsibility of wor, preformed.
SUBMITTAL:
1. Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for
this project.
2. Prior to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project.
Contractor shall be responsible for the cost of any testing requested by the Owner.
TEMPORARY FACILITIES:
1. Contractor shall provide and maintain access to the site of the project.
2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project.
3. Contractor shall be responsible for maintaining a clean and safe construction site.
4. Contractor is responsible for the removal of all construction debris.
MATERIALS:
1. Store and protect all project products and materials in accordance with manufacturer instructions. Products and materials
of this project shall be installed free of damage.
2. Architect shall approve all product or material substitutions.
CLOSEOUT:
1. Contractor shall notify the Owner 30 days prior to the date of substantial completion. At th+.., time of substantially
complete, Contractor shall submit a list of items (punch list) to be completed or corrected within the final days of
construction. Owner and Contractor will set the project completion date.
2. Owner and/or Architect will make an inspection with seven (7) days of receipt of substantially complete punch list. Owner
and/or Architect may add items to complete or correct prior to final completion.
3. Contractor shall leave site clean and free of any construction debris or equipment at the erd of the project.
4. Contractor shall give Owner operating instructions for the mechanical, electrical, and other operating equipment installed
for this project.
5. Contractor shall submit to the Owner all warranties, operating and mainte, ante manuals for the following products and
equipment:
a. Termite Soil Poisoning
b. Roof System
6. Owner may request additional warranties for other products. Contractor will be given notice prior to work.
PROJECT INFORMATION
DESIGN PARAMETERS:
2007 Florida Building Code, With 2009 Amendments
2007 Florida Residential Code
2007 Florida Existing Building Code
2007 Florida Plumbing Code
2007 Florida Mechanical Code
2007 Florida Fuel Gas Code
2008 National Electric Code
2007 Florida Accessibility Code (Chapter #11 2004 Florida Building Code)
2007 Florida Energy Code (Chapter #13 2004 Florida Building Code)
2004 Florida Fire Prevention Code (Based on NFPA-1 & NFPA 101 - 2003 Edition)
2002 National Fire Alarm Code - (NFPA-72)
2002 Fire Sprinkler Code - (NFPA-13/13R/13D)
2002 Standard for Automatic Fire Suppression Systems (NFPA-17/'17A)
2000 Standard for Safeguarding Const., Alterations, & Demo Operations (NFPA-241)
2001 Commercial Hoods & Ventilation - (NFPA-96)
Building Design:
Basic Wind Speed:
Building Category:
Wind Importance/Use Factor:
Internal Pressure Coefficient:
Building Mean Height:
Roof Overhang:
Roof Pitch:
Exposure:
Design Loads:
OCCUPANCY:
R3 One -Family Residence
CONSTRUCTION:
Enclosed
140 mph 3 second gust
II
1.0
+/-0.18
10'-2"
11-6'1
6:12
C
Roof Dead Load/Live Load: 15/40 psf
Floor Dead Load/Live Load: 15/30 psf
Type VB
Unsprinklered
Ext. brg walls- CMU
Eng. wood trusses
Int walls-MTL stds & drywall
Roofing Material - Concrete S-tile to match existing residence
AREA TABULATIONS:
Gazebo: 128 sgft.
Total Bldg. Area: 128 sgft.
INDEX OF DRAWINGS rtevisedxx-xx-xx
Shen.t Sheet Title Revision
A0.1 Cover Sheet, General Information & Notes xx-xx-xx
Al. i Site Plan & Notes xx-xx-xx
A2.1 Building Plans, Elevations, Sections & Notes xx-xx-xx
S1.1 Foundation & Framing Plan, Details & Notes xx-xx-xx
E2.1 Lighting & Power Plan, Details & Notes xx-xx-xx
THESE PLANTS' !,'ND ALL PROPOSED WORK
ARE SL)BJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
OMPLY WITH ALL APPLICABLE CODES.
SYM BO LS
Window
Q
Detail
Door
##
Keyed Note
xxx
Room Name
xx.x
Interior Elevation
0
Wall Type
xx.x
Exterior Elevation
AXX
Wall Section
AXx
Building Section
PROJECT CONTACTS
OWNERS.
Dr..Iohri Afshar
511 NW Winters Creek Road
Palrn Ci ;y, Florida 34990
(77l2) 3 34-9660
ARCHITECT:
Crossroads Architecture Inc.
Niki L. Norton, R-A.
1235 SE Indian St., Ste. 103
Stuart, Florida 34997
(772) 287-7330
LOCATION MAP
CONTRACTOR:
Watlee Construction, Inc.
Ryan N. Watley
P.O. Box 1537
Port Salerno, Florida 34992
(772) 223-0604
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Rev. #
Date
Proj
11-0470
No.
Status
Final
Issue
31-Oct-11
Date
Sheet
A0n1
Cover Sheet
LOT COVERAGE
CALCULATIONS
AIR CONDITIONED AREA
1ST FLOOR A/C AREA
,,230
SQFT
ENTRY
'r',2
SQFT
GARAGE
ii24
SQFT
LOGGIA
1.50
SQFT
COVERED LANAI
259
SQFT
BATHHOUSE - A/C AREA
420
SQFT
BATHHOUSE - LOGGIA
115.5
SQFT
TOTAL STRUCTURE COVERAGE
5,080.5
SQFT
EQUIPMENT AREAS
207
SQFT
DRIVEWAY
2,676
SQFT
POOL DECK - MODIFIED
2,843
SQFT
* NEW GAZEBO
128
SQFT
TOTAL COVERAGE
10,934.5
SQFT
LOT AREA
27,584
SQFT
ALLOWABLE COVERAGE (27,584 x .40) = 11,033.6
SQFT
GENERAL CONTRACTOR TO VERIFY ALL SQUARE FOOTAGES
1. Soils shall be termite treated.
2. Landscape design and drawings by others.
3. Contractor to verify all utility connections as required.
4. Gazebo has been designed to meet all of the requirements of the
Harbour Ridge Architectural Review Board.
SQUARE FOOTAGE CALCULATIONS
AIR CONDITIONED AREA
1ST FLOOR A/C AREA 3,230 SQFT
SECOND FLOOR/BONUS ROOM 2,218 SQFT
NEW BATHHOUSE (1.5 STORY) 840 SQFT
SUB TOTAL A/C AREA 6,288 SQFT
GARAGE (FOR DEHUMIDIFICATION) 824 SQFT
TOTAL A/C AREA 7,112 SQFT
NON -AIR CONDITIONED AREA
ENTRY
82
SQFT
LOGGIA
150
SQFT
BALCONIES
269
SQFT-
COVERED LANAI
259
SQFT
BATHHOUSE LOGGIA
115.5
SQFT
TOTAL NON A/C AREA
875.5
SQFT
TOTAL AREA
7,987.5 SQFT
LEGAL DESCRIPTION
Lot G. RIVER POINT VILLAGE, HARBOUR RIDGE PLAT NO.
20, according to the Plat thereof, as recorded in Plat
Book 31, Page 12 to 12B, Public Records of St. Lucie
County, Florida.
/
/
/
/
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OG
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/
MOTOR COU
000, /.011�
/ / / / GAZEBO
!�
/ 9116 CUT AND MODIFY EXIT
OOL DECK FOR NEW
SLAB AN
�ni ininnT
/
SITE PLAN
GENERAL CONTRACTOR TO VERIFY ALL SQUARE FOOTAGES
RELOCATED EXISTING POOL EQUIP.
%1111j BATH HOUSE .�////��
(UNDER SEPARATE PERMIT)
10'-0" SETBACK LINE
P.L. = 225.04'
G
POOL DECK
EXISTING TWO-STORY
RESIDENCE ���
/
/
/
/
/
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/
/
/
/
/
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/f
1441
/
/ NOTE:
SEE CERTIFIED SURVEY FOR
RESIDENCE LOCATION ON SITE
SCALE: 1" = 10'-0"
I
THESE PLANS AND ALL PROPOSED vV--
ARE SUBJECT TO ANY CORRECTIONS
REOUiRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
"n�nplY WITH, AI,.I. APPLICABLE C M3
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Rev. #
Date
Proj
11-0470
No.
Status
Final
Issue
31-Oct-11
Date
Sheet
-
A 1 m 1
Site Plan
J
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GAZEBO
101
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In
In
C0 LU
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1-1
1 - FLOOR PLAN
1X4 T&G CEILING
FINISH TO BE
SELECTED BY
OWNER - STD
WOOD
CROWN MOLDI
STD WOOD
2 - REFLECTED CEILING PLAN
A2.1
3 - ROOF PLAN
6
A2.1
1
SCALE: 1/4" = 1'-0"
NN
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
110
WALL LEGEND
GENERAL NOTES
1. Field verify all existing dimensions and utilities prior to constructic-- 'votl-v Architect Of any discrepancies.
2. Dimensions are to gaming,
3. Gazebo flooring to match existing pool deck finish.
4. Gazebo stucco finish to match existing residence,
4 - BUILDING ELEVATION
N 5 - BUILDING ELEVATION
ROOFING TO MATCH
;IDENCE
=TAIL TO
ING RESIDENCE
AND PROFILE
;H TO
ING
SCALE: 1/4" = 1'-0"
ROOFING TO MATCH
;IDENCE
j
=TAIL TO
ING RESIDENCE
AND PROFILE
iH TO
ING
SCALE: 1/4" = 1'-0"
ROOF GENERAL NOTES
1. New
2. In5_all
roof tiles to match existing roof tiles of main residence.
new roof tiles as per Miami Dade County N.O.A.
3. Pr
vide roof truss shop drawings for Architect and Engineer approval prior to fabrication.
RCP GENERAL NOTES
1. Pr
vide 1X T&G ceiling at new loggia as shown. Finish shall be selected by Owner.
I
er to E2.1 for all light fixture, ceiling fan, and junction box locations.
3. Pr
vide and install crown molding as shown. Size, profile and finish color to be selected by owner.
ELEVATION GENERAL NOTES
Ne
Ne
v roof overhang & soffits shall match existing residence in profile and construction.
m roof tiles shall match existing residence in profile and color.
12
6
6 -1 BUILDING ELEVATION
7-
12
6
-I BUILDING ELEVATION
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE
WITH THE FLORIDA
BUILDING CODE,
ROOFING TO MATCH
EXISTING RESIDENCE
PRE-FAB WOOD
TRUSSES @ 24" O.C.
9'-0"
T.O. BEAM `r
OVERHANG DETAIL TO
MATCH EXISTING RESIDENCE
IN MATERIAL AND PROFILE
WOOD T&G CEILING -
FINISH TO BE SELECTED
BY OWNER
STUCCO FINISH TO
MATCH EXISTING
RESIDENCE
FOUNDATION -
SEE STRUCT
DWGS
0 0
CLEAN COMPACTED
TERMITE TREATED
FILL
6 MIL VAPOR
BARRIER (MIN.)
SCALE: 1/4" = 1'-0"
THESE PLANS AND ALL PROPOSED .AIM
APE SUBJECT TO ANY CORRECTIONS
PEOUIRED BY FIELD INSPECTORS THAI
I* 1" PE NECESSARY IN ORDER TO
(IrWPIV �AIITIJ A-1I ADPI„11CABI I- C`,QDES.
ROOFING TO MATCH
�— EXISTING RESIDENCE
PRE-FAB WOOD
�— TRUSSES
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
AY BE NECESSARY IN ORDER TO
r„1 Poiv 1AIITL1 tI I APPI IrA9g F C;ODES.
9'-0"
'r
T.O. BEAM
OVERHANG DETAIL TO
MATCH EXISTING RESIDENCFA M ,
IN MATERIAL AND PROFILE,,,
WOOD T&G CEILING -
FINISH TO BE SELECTED
BY OWNER
STUCCO FINISH TO
'�, L UCia COUNTY
MATCH EXISTING
eUILDING DIVISION
RESIDENCE
.; WEVIEWED
FOUNDATION -
FOR DemP
SEE STRUCT
REV :I E0 BY
DWGS
DATE
0'-0"
°LAN AN P Ml
CLEAN COMPACTED
TERMITE TREATED
FILL
6 MIL VAPOR
BARRIER (MIN.)
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SCALE: 1/4" = 1'-0" Date
Sheet
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Date
11-0470
Final
31-Oct-11
A2n1
Gazebo
Plans &
Elevations
#5 REBAR & GROUT
SOLID PER FDN PLAN.
o >
0
CONC SLAB
FIN FLR
I'
FIN GR 'o
e
\\!
(2) #5 CONT
3" MIN. COV.
MI
V-6" 4"
BEARING FOOTER
1
SCALE: 1/2" = 1'-0"
(1) #5 IN FILLED
CELL (TYP.) —
2'-0"
2'-0"
FOUNDATION PA
16' -0"
(OVERALL)
12'-0"
p'-p" 'LAB ELEV.
1 4" CON( IZETE SLAB
WWF OV!_f� 6'viIL
C.J. VAPOR I')ARRIER ON
COMPAC-TED FILL
uL
1/4" SAW -CUT
1" MIN. DEPTH CO NC. SLAB
(TYP.)
Z SAW CUT JOINT DETAIL
SCALE: 1/2" = 1'-0"
2'-0"
i
I I
12'-0" 2'-0"
(OVF BALL)
8" CMU
BLOCK
v
F-L CORNERS
(TYP.)
-�0,N
SCALE: 1
0 20 sqft -
+13.4/-34.4
50 sgft -
+12.3/-33.2
100 sgft
- +11.4/-32.2
0 20 sgft -
+ 13.4/-52.9
50 sgft -
+ 12.3/-44.5
100 sgft
- +11.4/-38.2
+13.4/-73.8
0
0
0
0 0
0
0
0
WIND LOADING DIAGRAM
U f- H H fN- F U
B-1
03
CJ3
1
03 I I
O
II
f rbrom
B-1
2 U F IN- FN- H FN- ! V F U
FRAMING PLAN
SCALE: NTS
,= CALE : 1/4" = 1'-0"
f< N
GENERAL
NOTES: FOUNDATION PLAN
1.
CONCRETE
2a. Alternate for wire mesh:
a.
shall
be Class 1. Fiber mesh made of synthetic fiber manufacturer
b.
shall
meet 5" Slump Test. per ACI 544.IR-82. Fibers shall be a certified suitable
c.
shall
meet 3000 psi compressive replacement for welded wire fabric per SSTD 10-93.
strer
gth after 28-day cure. 3. CONCRETE MASONRY UNIT
d.
Grade
floor slab for drainage. a. shall be meet ASTM C 90.
e.
Finish
concrete with single trowel. b. shall load bearing concrete masonry units.
f.
footi
g design based on soil bearing c. shall meet 3000 psi compressive
caps
ity of 2500 psf strength after 28-day cure.
2.
REINFORCING
d. Grade floor slab for drainage.
a.
shall
meet ASTM standards for 60 Grade. e. Finish concrete with single trowel.
b.
verti
:al reinforcing shall be 3/4" from See Finish Schedule for floor finishes.
masonry.
4. MORTAR
c.
vertical
reinforcing shall extend from a. shall meet ASTM C 270 standards.
footirig
through pre -cast lintels. b. shall be type M.
d.
horizontal
reinforcing shall be cont. for c. joint type shall be concave.
pre -cast
lintels over openings.
d.
horizontal
reinforcing lapping shall 5. GROUT
a min.
22". a. shall meet ASTM C 476 standards.
e.
prot
ct for reinforcing: b. shall have a min. 2000 psi compressive strength.
floor
slab: 3/4" min. cover from top c. shall meet 8" -10" slump test.
1-1/2" min. cover from bottom 6. SOIL BEARING CAPACITY
footi
g: 3" min. cover a. shall meet 2500 psf.
walls:
1-1/2" min. cover
bea
s: 1-1/2" min. cover
.
5/8" STRUCT. PLYWOOD EDGE
•
NAIL 8d RING SHANK NAILS
@ 6" o.C. ON INTERIOR EDGES
NAIL 8d RING SHANK NAILS
a 6" o.c AT INTERMEDIATE
BRACING
C(I 01 :75/8" THK EXT. --� I •)
101
PLYWOOD SHEATHING
01 W/ PEEL & STICK ROOF UND RtAL ",, =`.-
INSTALL AS PER MANUFACTU E
SPECIFICATIONS 1
1 0 F I or
'I
I • BDGOEWOF WALL I .I
II II
• @ 204'"Jo.c. �I
EDGE OF ROOF NAIL 8d RING SHANK NAILS
@ OVER HANG @ 4" o.c. AT ALL EDGES
ROOF PLYWOOD SHEATHING NAILING PATTERN
SCALE: 1" = 1'-0"
THESE PLANS AND ALL PROPOSt i
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS TH'f-
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL AP P LIC ,`!!7 t' -
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Rev. #
Date
1
12-Dec-11
Bldg Dept Comments
Proj
11-04.70
No.
Status
Final
Issue
31-Oct-11
Date
Sheet
Simi
Foundation
& Framing
Plans
RISER
DIAGRAM
MAIN
0 - PANEL
BATHHOUSE
METER
200 AMP
NEW CONECTION TO COLD WATER PIPE
NEW UNDERGROUND
SERVICE FROM FPL
NEW
GROUND ROD
ELECTRODE
8'-0" BELOW GROUND
SCALE: N.T.S.
LIGHTING PLAN
TO BATI
PANEL
/ GAZEBO
CLG HEIGHT - 9'-0" /
BOA A
I
1
CONNECT TO CIRCUIT @
BATHHOUSE PANEL
o,
Jpi
SCALE: 1/4" = V-0"
SCALE: 1/4" = V-0"
LOAD CALCULATIONS
Bathhouse 2� O amp PANEL
Load Calculations:
Ex. 840 sgft. @ 3.0 VA/sqft.
= 2,520 VA
128 sgft. @ 3.0 VA/sqft.
= 384 VA
Garbage Disposal
= 900 VA
Refrigerator
= 1,200 VA
Microwave
= 1,500 VA
Dishwasher
= 1,500 VA
Dryer
= 5,000 VA
Washer
= 1,200 VA
Water Heater
= 5,000 VA
A/C #1 @ 5.0 kw
= 5,000 VA
Pool Equip. (existing)
= 10,000 VA
Sub -Total: = 34,204 VA
Total Panel Load:
A/C #1@5.0kw
A/C #2@5.0kw
1st 10,000 VA @ 100%
Remaining VA @ 40%
= 5,000 VA
= 5,000 VA
= 10,000 VA
= 5,682 VA
Total: = 25,682 VA
25,682 VA
240 V
Total Amps required: = 107.00 VA
Summary:
1. Connect power and lights to Bathhouse 200 amp service.
N
I
107.00 amps
GENERAL NOTES: LIGHTING
1.
Contractor
shall compare the electrical drawings 4. All electrical work and materials to be installed
and
specifications with drawings from other trades. per NEC, NFPA, local, state, and national code.
Coni
ractor shall report any discrepancies to the 5. Location of electrical raceways, switches, panels,
Ar&
itect. Obtain written instructions for any equipment, fixtures, etc. shall be adjusted to
necE
ssary changes. accommodate the work to avoid interferences
2.
Furnish
and install fixtures as called for on the plans anticipated and encountered.
or a
; selected by Owner. 6. Coordinate heights of wall mounted lighting fixtures
3.
Contractor
shall verify fixture type and locations to clear mirrors, cabinets, builts-ins, trim, etc.
with
owner prior to installation.
ELECTRICAL LIGHTING LEGEND
$ Switch Single Pole
Ceiling Fan - to be selected by Owner
D
$ Switch with Dimmer
$ 3 way Switch ® Junction Box- See KEYED NOTES
'XX Recessed Lights 4X Wall Mounted Exterior Decorative Light
*Note: Subscribes are used to designate light types. See LIGHTING SCHEDULE for light types.
GENERAL NOTES: POWER
1.
Contractor
shall compare the electrical drawings
and
specifications with drawings from other trades.
Con
.ractor shall report any discrepancies to the
Ar&
itect. Obtain written instructions for any
nec
.'ssary changes.
2.
Contractor
to verify and coordinate utility service
with
local utility company. Locate meter and panel
as r
quired.
3.
Install
temporary power for construction as
required.
4.
All electrical
work and materials to be installed
per
NEC, NFPA, local, state, and national code.
5.
Location
of electrical raceways, switches, panels,
equ
pment, fixtures, etc. shall be adjusted to
accommodate
the work to avoid interferences
anti
ipated and encountered.
6.
Contractor
shall verify switch type and locations
wit
owner prior to installation. Color of cover
plat
s, switches and receptacles shall be selected
by c
wrier.
7.
Con
ractor shall determine the exact route and
loca
Jon of each electrical raceway prior to make-up
and
assembly.
8.
Outl
is and appliances are shown and located on
the
drawings as accurately as possible. All
mez
surements shall be verified on the project and
in a
I cases the work shall suit the surrounding trim,
finishes,
and/or construction.
9.
Heic
hts of all outlets shown on the drawings are
app
-oximate only.
10. All c
utlets installed outdoors, bathrooms, and
garE
ge shall have ground -fault interrupter circuit
brez
ker or receptacle. All outlets installed in the
bed
ooms shall have arc -fault interrupter
rec
ptacles.
11. Load data and calculations were designed based on
information given to Architect at the time of the
design. Prior to installation of all equipment verify
size of equipment and panel sizes.
12. Electrical system shall be grounded. See Riser
Diagram.
13. Outlet boxes shall be pressed steel in dry locations,
cast alloy with threaded hubs in wet and damp
locations and special enclosures for other classified
locations.
14. Disconnect switches shall be H.P. rated, heavy
duty, quick -made, quick break enclosure required
by exposure.
15. Smoke detectors shall be hard wired (110 volt
type) to non-switchable light circuit and shall not be
connected into the load side of a ground fault
circuit.
16. Smoke detectors shall be located on or near ceiling
inside and outside each sleeping area. Verify
locations of smoke detectors with the drawings.
17. Smoke detectors shall be 110 volt type, with a test
button with battery back-up system and visible
"power on" indicator.
18. All 12-volt, single phase, 15 and 20 amp branch
circuits supplying outlets installed in dwelling unit
family rooms, dining rooms, living rooms, parlors,
libraries, dens, bedrooms, sunrooms, rec rooms,
closets, hallways, similar rooms or areas shall be
protected by a listed arc -fault circuit interrupter
combination type, installed to provide protection
of the branch circuit (NEC 2008 210.12 (B)).
19. Tamper Resistant Receptacles (NEC 406.11) are
required in dwelling units in all areas as specified
in 2008 NEC 210.52, all 125 volt, 15 and 20 amp
receptacles.
ELECTRICAL POWER LEGEND
X
�IDWP/GF
"
XX"
Duplex outlet (Waterproof) _0WP Dedicated Duplex outlet (Waterproof)
I
(Ground Fault Interupter)
XXII
Telephone outlet aO Floor Duplex outlet
Xx cx r
XX'
XX"
"
T.V. cable outlet Ap Quadraplex outlet (Waterproof)
Mounting height to the center line of the receptacle
xx
:::Oxxx
Type of receptacle
LIGHTING SCHEDULE
TYPE
11
ANUFACTURER/
DESCRIPTION
LAMP
VOLTS
NOTES:
OR EQUAL MANUFACTURER
ODEL NUMBER
A
AS S
LECTED
6" RECESSED COMPACT FLUORESCENT
32W
120
RECESSED IN CEILING
BY O
NER
LIGHT FIXTURE
OUTDOOR APPLICATION
LIGHTING
SCHEDULE GENERAL NOTES:
1. AI
light fixLures
shall be selected by Owner and installed by GC.
2. Install
ligh
fixtures as per manufacturer specifications.
3. Provide
4. Fi
nevv
ture finishes
bulbs for all new installed light fixtures. r t ANS ,AND ALL PROPOSED \NUkK
shall be selected by Owner. L P�
5. C
ordinat
final location of fixtures with Owner prior to installation. "',,P�- SUBJECT TO ANY CORRECTIONS
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Rev. #
Date
Proj
No.
11-0470
Status
Final
Issue
Date
31-Oct-1:
Sheet
ZRA
viHY iE NECESSARY { 0 DE
AB TO [)ES.
COMPLY WITH ALL APO
Lighting E
Power Piz