1977 Beach Ave RES18-0415 RemodelARCHITECTURAL
AB1-1 AS BUILT FIRST FLR. PLAN •
AB1-2 AS BUILT SECOND FLR. PLAN19 77 Beach
Avenue, t anf1*c Beach'FL 32233D1-1 DEMOLITION FLR. PLAN
Al -1 ARCHITECTURAL FLOOR PLAN
Al -2 ENLARGED KITCHEN PLAN
A2-1 EXTERIOR WINDOW DIAGRAM for Rachael and Martin
STRUCTURAL
S1-1 FOUNDATION PLAN (_X_,
S1-2 FOUNDATION DETAILS
ELECTRICAL
E1-1 FIRST FLOOR POWER AND LIGHTING o
we Group
of o anteRamonatvd,,4E1-2 SECOND FLR. POWER AND LIGHTING9 Sul'te
E1-3 ELEC. LEGEND AND NOTES
Jacksonville , Florida. 32205 (904) 361-8207 Cellular - Bart. B�'�utweN mail. com
SITE PREPARATION NOTES
IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE A SITE GEOTECHINCAL
INVESTIGATION FOR THIS PROJECT. SUB SOIL INVESTIGATION IS NEEDED TO
DETERMINE THE BEARING CAPACITY OF THE SOIL AND IF THE SOIL IS SUITABLE
FOR THE BEARING CONDITIONS.
EXISTING FINISH FLOOR HEIGHT 0.0' ABOVE SEA LEVEL, OWNER TO PROVIDE.
I CERTIFY THAT THIS STRUCTURE AS MODIFIED BY THe REFERENCED NOTES IS
DESIGNED TO WITHSTAND WINd LOADS RESULTING FOR A BASIC WIND SPEED OF
130 MPH, 3-5 SEC GUST: BUILDING CAT. ONE, EXPOSURE "B": IMPORTANCE
FACTOR 1, SEISMIC ZONE A, ALL IN ACCORD WITH SECTION 1609, WIND LOADS and
APPLICABLE CODES
A. 2017 -FLORIDA BUILDING CODE SIX ADDITION.
B. 2017 -FLORIDA BUILDING CODE 6TH ADDITION - ACCESSIBILITY
C. 2017 -FLORIDA BUILDING CODE 6TH ADDITION - MECHANICAL
D. 2017 -FLORIDA BUILDING CODE 6TH ADDITION - PLUMBING
E. 2017-FBC-ENERGY CONSERVATION,
F. 2012 - NFPA 101
G. NFPA 70 - 2011 NATIONAL ELECTRICAL CODE.
H. 2017 Florida Fire prevention Code Sixth Edition
I. Florida Building Code 6th Edition (2017), - Residential
J. Florida Building Code 6th Edition (2017), - Existing Buildings
FURTHERMORE, TO THE BEST OF "MY KNOWLEDGE", THE PLANS AND
SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND
THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL
AUTHORITY AND THE 2017 FLORIDA FIRE PREVENTION CODE - SIXTH EDITION.
DARBY W. MCCLOSKEY, REGISTERED ARCHITECT
FLORIDA, GEORGIA AND ALABAMA
(NOT VALID WITHOUT ORIGINAL SIGNATURE)
FLORIDA LICENCE NO. AR -16696
GEORGIA LICENCE NO. RA -9435
ALABAMA LICENCE NO. 6884
SQUARE FOOTAGE CALCULATIONS: SQ. FT.
HEATED
CONDOMINIUM 1977 BEACH AVE. 1455.0
CONDOMINIUM 1975 BEACH AVE. 2296.0
CONDOMINIUM 1973 BEACH AVE. 1455.0
TOTAL EXISTING NON - PERVIOUS
DRIVES 1679.0
ROOF COVERAGE 5089.0
CONCRETE DECKS AT REAR 1875.0
TOTAL SITE AREA 15,297.0
PERCENTAGE OF LOT COVERAGE 56%
.W...
A ALL WOOD IN CONTACT
CT WITH GRADE, MASONRY, AUTOCLAVE AERATED CONCRETE, POURED IN PLACE CONCRETE,
NOTES
OR CONCRETE PRODUCTS SHALL BE PRESSURE TREATED,
B. PRESSURE TREATED COLUMNS SHALL BE TREATED UC413 GROUND CONTACT, HEAVY DUTY. MICRONIZED COPPER
AZOLE. (MCA)
C. RETENTION LEVELS FOR P.T. MATERIAL ARE .06 FOR ABOVE -GROUND USE AND .15 FOR GROUND CONTACT AND .23
FOR BELOW GRADE APPLICATIONS
I D. (if needed) COMMERCIAL DOOR HARDWARE SHALL BE SCHLAGE OR APPROVED EQUAL.
. EXISTING E. DIMENSIONS ARE DRAWN TO FACE OF MASONRY, OR FACE OF WOOD STUDS, AND OR CENTER LINE OF COLUMNS
"SEPTIC SHOWN.
- I ` F. (if needed) PROVIDE WOOD BLOCKING AT INTERIOR AND EXTERIOR WALLS ACCESSORIES AND OTHER BUILDING
COMPONENTS SUCH AS LIGHT FIXTURES ETC.
G. FINISH GRADES SHALL SLOPE AWAY FROM BUILDING A MINIMUM 2/o SLOPi:.
H. IT IS THE INTENT OF THESE DRAWING TO DOCUMENT A CONTINUOUS LOAD PATH FROM THE TOP OF THE BUILDING
TO THE FOUNDATION OF THE BUILDING TO RESIST HURRICANE FORCE WINDS. THIS LOAD PATH IS CONSTRUCTED
' T OF WOOD FRAMING MEMBERS (IE COLUMNS, BEAMS, RAFTERS, JOISTS AND SHEATHING) AND REINFORCED
CONCRETE
D OTHER
ALL CONNECTIONS ARE TO BE REINFORCED WITH METAL CONNECTIONS, PLATES BOLTS,
...
I ER FASTENERS. DETAILS SHOWN DESCRIBE TYPICAL CONNECTIONS BETWEEN FUNDAMENTAL
STRUCTURAL COMPONENTS TO RESIST LIVE AND DEAD LOAD AND HURRICANE FORCE WINDS OF 120 MPH., OTHER
SIMILAR DETAILS ARE TO BE CONSTRUCTED IN LIKE MANNER. THE CONTE ACTOR MAY REVISE THESE DETAILS WITH
I
PRIOR APPROVAL FROM THE ARCHITECT... SUBMIT REVISE DETAILS PRION Tv CONSTRUCTING DETAILS
I. ALL EXTERIOR FASTENERS SHALL BE STAINLESS STEEL OR G-185 GALVANIZED FOR BELOW GRADE P.T. WOOD
MATERIAL.
J. ALL EXTERIOR PLYWOOD ROOF SHEATHING IS TO BE NAILED TO RAFTERS WITH 8D RING SHANK GALVANIZED NAILS
AT 6" O.C. (ALL LOCATIONS), AND 4" O.C. AT PANEL EDGES.
t
I
K. O.C.WALLS AILED TO STUDS WITH 8D COMMON GALVANIZED NAILS AT 6"
I ALL EXTERIOR PLYWOOD SHEATHING !S TO BE
\ (ALL LOCATIONS), AND 4 O.C. AT PANEL EDGES.
j EXISTfNG L. (IF NEEDED) GENERAL CONTRACTORS TO PROVIDE ELECTRICAL RISER C:A GRAM AS REQUIRED BY AUTHORITY
w a _ SEPTIC
, - HAVING JURISDICTION.
I
. - M. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE SOIL COMPACTION TESTING FOR FINAL VERIFICATION OF THE
-� FOUNDATION LOADS ON THIS PROJECT.
g
N. THE SITE IS NOT LOCATED WITHIN 200 FEET OF STATE WATERS.
O NPDES TESTING AND MONITORING BY OWNER, HOWEVER NOT REQUIRED ON THIS PROJECT.
P. METHODS AND MATERIALS SHA ; ALL CONSTRUCTION LL CONFORM TO ALL APPLICABLE PLICABLE FEDERAL, STATE, AND LOCAL
LAWS and OR STATE OF GEORGIA "BEST PRACTICE"
Q. ALL PERMITS NECESSARY FOR CONSTRUCTION SHALL BE OBTAINED BY CONTRACTOR..
__ w,..,.. R. ANY DEVIATIONS FROM THE PLANS ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE
ARCHITECT.
S. THE CONTRACTOR IS TO IMMEDIATELY CONTACT THE ARCHITECT IF ANY UNFORESEEN COMPLICATIONS OR
1 DISCREPANCIES OCCUR.
T. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PHYSICAL CONSTRUCTION OF THE
Ir
SITE / BUILDING
WITHOUT CONTRACTUAL INSPECTION OBLIGATIONS.
\ T. FIELD CHANGES TO THE ENCLOSED STRUCTURE IS PROHIBITED. CONTACT ARCHITECT FOR DRAWING REVISIONS
- = PRIOR TO CHANGING STRUCTURE.
CONTRACTOR SHALL MAINTAIN AIN A SAFE SITE AND MEET ALL APPROPRIATE REGULATIONS IONS CONCERNING SAFETY.
EXISTING V. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION BY CALLING THE CALL BEFORE YOU DIG HOTLINE
.
SEPTIC
1-800-282-7411
\"`� o W. (optional) PROVIDE OPEN CELL R-30 SPRAY FOAM INSULATION AT ROOF PERIMETER, AND R-13 SPRAY FOAM
\ a INSULATION AT EXTERIOR WALLS AND CRAWL SPACE.
X O MAKE SUBSTITUTION {
IT IS ACCEPTABLE FOR THE CONTRACTOR T AK T TON TO THE DESIGN OF THIS PROJECT.
SUBSTITUTIONS ARE REQUIRED TO HAVE FLORIDA PRODUCT APPROVA _ NUMBERS AND BE APPROVED BY THE
AUTHORITY HAVING JURISDICTION. PLEASE FORWARD A COPY OF THE APPROVED SUBSTITUTIONS TO DARBY W.
- - - -` - - MCCLOSKEY, ARCHITECT.
Y. THESE DRAWINGS ARE THE PROPERTY OF DARBY W. MCCLOSKEY ARCHITECT P.C. AND ARE PROTECTED UNDER
NGS IS PROHIBITED WITHOUT
- FEDERAL COPYRIGHT LAWS REPRODUCTION OF THESE DRAWINGS WRITTEN CONSENT.
PLEASE DO NOT COPY THESE DRAWING WITHOUT PERMISSION.
PROPERTY LINE
GENERAL NOTES
PROPERTY "INFORMATION 1. FLORIDA PRODUCT APPROVAL DATA SHALL BE REQUIRED FOR ALL EXTERIOR ENVELOPE MATERIALS, MATERIALS
1 PROPERTY ADDRESS - 1977 BEACH AVENUE, ATLANTIC BEACH FL 32233 SHALL INCLUDE METAL ROOF, EXTERIOR WINDOWS AND DOORS, AND EXTERIOR SIDING
2. EXISTIN,� LOT IS IN FEMA FLOOD ZONE IV0 - 2 2, TERMITE TREATMENT OF SOIL IS REQUIRED UNDER THE SLAB AND FOOTERS
3.' FEMA MAP -'12031 C0407H, effective on06i0.3/2013 ' 3. MINIMUM DEPTH OF STRUCTURAL FOOTING IS 12" BELOW EXISTING GRADE IBC 1805.2
" �.,".4. VERTICAL ELEVATION AND ELEVATION %i ERTI"FICATE AVAILABLE UPON REQUEST 4. FILL SHALL CONSIST OF STRUCTURAL SAND INSTALLED IN 8" MAXIMUM LIFTS COMPACTED T o
O A MINIMUM OF 95 /o OF
5, AREA OF EXISTINGACONDOMINIUM 1,977= (455:0 SQ. FEET. THE MODIFIED PROCTOR DENSITY PER ASTM D-1557.
6. PIN NUMBER or STRAP NUMBER or RE# 1619723-1006 5. AT CONCRETE SLABS PROVIDE 6 MIL. POLY VAPOR BARRIER WITH 8" TAPPED AND LAPPED JOINTS.
7. MEAN AVERAGE GRADE HAS NOT BEEN bETERMINED. 6. WHERE SOILS UNSUITABLE FOR BEARING ARE EXPOSED WITHIN THE LIMITS OF EXCAVATION, FILL SHALL BE
8. ZONING RESIDENTIAL PER ATLANTIC BEACH INSTALLED TO REPLACE THE UNSUITABLE MATERIALS.
9. REQUIRED - NOT APPLICABLE- INTERIOR REMOE�E, ONLY. 7. OWNER / CONTRACTOR TO DETERMINE IF EXISTING SOIL HAS A MIN. BEARING CAPACITY OF 2500 PSI. CONTRACTOR
10. MAXIMUM SITE COVERAGE - NOT APPLICABLE \FOR INTERIOR REMODEL ONLY TO EMPLOYEE A GEO-TECHNICAL ENGINEER TO TEST SOIL AND SUBMIT REPORT TO ARCHITECT.
11. WATER AND WASTE SYSTEM, EACH UNIT HAS A EXISTING SEPTIC TANK AND DRAIN FIELD. DETERMINED. 8. SOIL AT BASE OF FOOTING SHALL BE CAPABLE OF SUPPORTING A MINIMUM COMPRESSIVE PRESSURE OF 2,000 PSF.
12. THIS IS NOT A SURVEY, THIS IS A DIAGRAM OF EXISTING CONDITIONS. 9. MINIMUM BAR LAP SPLICE TO BE 25".
10. CONCRETE MIX SHALL DESIGNED TO DEVELOP 3000 PSI AT 28 DAYS.
I
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NOTE: THIS DRAWING IS A SCHEMATIC FLOOR PLAN AND ALL STRUCTURAL ITEMS BEING REMOVED SHOULD BE
FIELD VERIFIED PRIOR TO REMOVAL. PRIOR TO REMOVING THE STRUCTURAL ITEMS SHORE UP THE ROOF,
SHORE UP THE THIRD FLOOR AND SHORE UP THE SECOND FLOOR. FURTHERMORE, IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO CONTACT THE ARCHITECT PRIOR TO REMOVING STRUCTURAL ITEMS IF FIELD
CONDITION VARY FROM THIS DRAWING.
DASHED LINE INDICATES ITEMS
TO BE REMOVED.
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FOOTING. TYPICAL AT NEW
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WALL LEGEND
EXISTING 8" CONCRETE MASONRY UNIT
EXISTING 2X4 INTERIOR PARTITION WITH 1/2"
GYPSUM BOARD
NEW PARTITION WITH 2X4 WOOD STUDS AT 16" ON
CENTER AND 1/2" GYPSUM BOARD (EACH SIDE) AND
R-13 FIBER GLASS BATT INSULATION. GLUE AND NAIL
GYPSUM BOARD. FIELD VERIFY FOR HEIGHT
REQUIREMENTS.
EXISTING 8" CONCRETE MASONRY UNIT WITH NEW 1
1/2" METAL FURRING CHANNELS WITH 1 1/2" RIGID
FOAM INSULATION AND 1/2" GYPSUM BOARD.
VERIFY CHANNEL DEPTH WITH ELECTRICAL BOXES
AND OTHER DEVICES.
1 ARCHITECTURAL FLOOR PLAN
Al -1
0 4' 8' 12'
EO
WALL PARTITIONS TO —
ENCLOSE ROOM DIVIDER/
ACCORDION PARTITION,
VERIFY ACCORDION
MANUFACTURE AND
CLOSURE REQUIREMENTS
PRIOR TO CONSTRUCTING
ENCLOSURE WALL
PARTITIONS.
6'-4"
9'-7"
MASONRY UNIT (CMU)
STORAGE
2-0 L
OFFICE EW 3.5x3.5 X .3121"' TL
11-6 X 10-0 STEEL COLUMN
SUPPORTING 2ND FLR.
2'-2"
M
1 1/2" FL IRRING CHANNEL/ BITUMINOUS WATER
PROOFI qG AND 1/2" GYP BD. FILL CAVITY WITH 1 1/2"
RIGID INSULATION., TYPICAL AROUND PERIMETER OF
EXISTINS BLOCK WALLS.
2'F 4..
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10'-4"
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15'-10"
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34 AFF HANDRAIL SEE A2-1 FOR STAIR
--------------- — SECTION—
11,15 10
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I \ \ II I
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\ \ MC MC
EXISTING WINDOW OPENING, III O I I O
WITH NEW WINDOW. \ III cV
CONTRACTOR TO FIELD
VERIFY EXISTING OPENING \ MASTER BATH
PRIOR TO \ _ 15-2 X 10-8
ORDERING/PURCHASING
WINDOWS. \ MASTER M
2030-2 SINGLE HUNG 11-10 X 11-0
F ANDERSON 100 SERIE`S`\
WINDOW \ 3-0 2-8
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2 MAIN LEVEL ARCHITECTURAL PLAN
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STUDS AT 16" O.C., EXTERIOR PLYWOOD AND
STUCCO TO MATCH EXISTING.
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34 AFF HANDRAIL SEE A2-1 FOR STAIR
--------------- — SECTION—
11,15 10
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\ 34 AFF HANDRAIL - M
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OUT DOOR KITCHEN, RANGE,
MICROWAVE, AND UNDER
COUNTER REFRIGERATOR.
02-06-2019
PERMIT # RES 18-0415 -BUILDING REVIEW COMMENTS 01-09-2019
CITY OF ATLANTIC BEACH - MIKE JONES --904-247-5800
1. SUBMIT 2 COPIES OF A CONSTRUCTION MANAGEMENT PLAN. AS PART OF THESE
CONTRACT DOCUMENT CONTRACTOR SHALL SUBMIT CONSTRUCTION MANAGEMENT
PLAN TO THE CITY OF ATLANTIC BEACH -MIKE JONES FOR APPROVAL
2. 2 SETS OF FLORIDA PRODUCT APPROVAL FOR THE EXTERIOR CLADDING AND
COMPONENTS SHALL BE SUBMITTED BY GENERAL CONTRACTOR. CLADDING AND
COMPONEN-fS SHALL MEET OR EXCEED THE REQUIREMENTS CITY OF ATLANTIC BEACH.
EXTERIOR WINDOWS AND DOORS SHALL ALSO BE SEA TURTLE FRIENDLY. EXTERIOR
GLAZING PRODUCTS SHALL BE PROVIDED WITH a .45 Visible Light Transmittance value or less
/ EXTERIOR WINDOWS AND DOORS SHALL NOT BE REQUIRED TO MEET THE HURRICANE
\ WINDS OR WIND BLOWN DEBRIS REQUIREMENTS.
3. ENTRY DOOR SHALL IS THE EXCEPTION TO ITEM NUMBER ONE (ABOVE).
4. CONCERNING REQUIREMENTS FOR SPECIAL GLAZING IN THE HAND RAILS. AS PART OF
THESE CONSTRUCTION DOCUMENT THE GENERAL CONTRACTOR SHALL SUBMIT
STRUCTURAL CALCULATION TO DEMONSTRATE THE FOLLOWING: Required Handrail
Requiremerts: Handrails are required on at least one side of stairs with 4 or more risers and must be
able to withstand at least 200 pounds. The height of the handrail must at least 34 inches but cannot
be more than 38 inches above nosing of the stair.
5. CONCERNING REQUIREMENTS FOR SPECIAL GLAZING IN THE FLOOR ASSEMBLY. AS
PART OF THESE CONSTRUCTION DOCUMENT THE GENERAL CONTRACTOR SHALL SUBMIT
STRUCTURAL CALCULATION TO DEMONSTRATE THE FOLLOWING: Floor system shall meet
or exceed Chapter 16 of 2017 FBC - and ASTM E2751.
6. METHOD OF CONSTRUCTION SHALL BE LIMITED TO LEVEL 2 - 2017
l BUILDING CODE.
EXISTING 4x4 GANG STUD
COLUMN TO REMAIN,
COLUMNS SUPPORTS ROOF
ABOVE
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MICROWAVE, AND UNDER
COUNTER REFRIGERATOR.
02-06-2019
PERMIT # RES 18-0415 -BUILDING REVIEW COMMENTS 01-09-2019
CITY OF ATLANTIC BEACH - MIKE JONES --904-247-5800
1. SUBMIT 2 COPIES OF A CONSTRUCTION MANAGEMENT PLAN. AS PART OF THESE
CONTRACT DOCUMENT CONTRACTOR SHALL SUBMIT CONSTRUCTION MANAGEMENT
PLAN TO THE CITY OF ATLANTIC BEACH -MIKE JONES FOR APPROVAL
2. 2 SETS OF FLORIDA PRODUCT APPROVAL FOR THE EXTERIOR CLADDING AND
COMPONENTS SHALL BE SUBMITTED BY GENERAL CONTRACTOR. CLADDING AND
COMPONEN-fS SHALL MEET OR EXCEED THE REQUIREMENTS CITY OF ATLANTIC BEACH.
EXTERIOR WINDOWS AND DOORS SHALL ALSO BE SEA TURTLE FRIENDLY. EXTERIOR
GLAZING PRODUCTS SHALL BE PROVIDED WITH a .45 Visible Light Transmittance value or less
/ EXTERIOR WINDOWS AND DOORS SHALL NOT BE REQUIRED TO MEET THE HURRICANE
\ WINDS OR WIND BLOWN DEBRIS REQUIREMENTS.
3. ENTRY DOOR SHALL IS THE EXCEPTION TO ITEM NUMBER ONE (ABOVE).
4. CONCERNING REQUIREMENTS FOR SPECIAL GLAZING IN THE HAND RAILS. AS PART OF
THESE CONSTRUCTION DOCUMENT THE GENERAL CONTRACTOR SHALL SUBMIT
STRUCTURAL CALCULATION TO DEMONSTRATE THE FOLLOWING: Required Handrail
Requiremerts: Handrails are required on at least one side of stairs with 4 or more risers and must be
able to withstand at least 200 pounds. The height of the handrail must at least 34 inches but cannot
be more than 38 inches above nosing of the stair.
5. CONCERNING REQUIREMENTS FOR SPECIAL GLAZING IN THE FLOOR ASSEMBLY. AS
PART OF THESE CONSTRUCTION DOCUMENT THE GENERAL CONTRACTOR SHALL SUBMIT
STRUCTURAL CALCULATION TO DEMONSTRATE THE FOLLOWING: Floor system shall meet
or exceed Chapter 16 of 2017 FBC - and ASTM E2751.
6. METHOD OF CONSTRUCTION SHALL BE LIMITED TO LEVEL 2 - 2017
l BUILDING CODE.
EXISTING 4x4 GANG STUD
COLUMN TO REMAIN,
COLUMNS SUPPORTS ROOF
ABOVE
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ANDERSON SINGLE HUNG WHITE PVC SERIES 100 WINDOWS.
WINDOWS SHALL NOT BE RATED FOR HURRICANE WIND LOADS„ CONTRACT SHALL
CREATE AND STORE AT OWNERS DIRECTION HURRICANE SHUTTERS. SHUTTERS CAN
BE 1/2" PLYWOOD CUT TO FIT OPENING AND NUMBERED TO MATCH OPENING. NUMBER
EACH WINDOW TO MATCH PLYWOOD MARKINGS.
EXISTING STRUCTURAL POST TO REMAIN EXISTING HEADER TO REMAIN
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7/8" TEMPERED AND
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FLUORESCENT 1X4 WALL MOUNTED
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DIRECTIONAL TRACK LIGHTING
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ELECTRICAL
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ELECTRICAL
NOTES:
DUPLEX CONVENIENCE OUTLET
A/C - OUT DOOR UNIT AND DISCONNECT
1.
CONTRACTOR SHALL PROVIDE FOUR (4) ADDITIONAL ELEC. OUTLETS TO BE LOCATED ON JOB (L.O.J.)
2.
PROVIDE POWER FOR OUTSIDE AND INSIDE AIR CONDITIONING UNITS.
- '3..
PROVIDE POWER FOR CONDENSER UNIT(S) L.O.J.
DUPLEX OUTLET TOP SWITCHED
4.
PROVIDE POWER FOR WATER HEATER(S) L.O.J.
owp
DUPLEX OUTLET - WATERPROOF
108 HVAC CEILING AIR SUPPLY PPLY REGIS TE R
5.
6.
FIRE ALARM AND SECURITY SYSTEM BY .OWNER.
ALL ELECT. RECEPTACLES TELEPHONE OUTLETS,
TV ANTENNA OUTLETS SHALL BE MOUNTED 12"
ABOVE FLOOR TO BOTTOU
OF BOX. UNLESS OTHERWISE NOTED.
DUPLEX OUTLET -VERIFY HEIGHT
2024 HVAC CEILING AIR SUPPLY REGISTER
7.
ALL SWITCHES SHALL BE: MOUNTED 48" ABOVE FIN. FLR. (AFF)
GFI
DUPLEX OUTLET -GROUND
24X24 HVAC CEILING AIR
8.
9.
THE ELEC. RECEPTACLE AT WATER SOURCES SHALL BE A GROUND FAULT INTERRUPTER TYPE
AND SHALL BE MOUNTED 42" ABOVE FLOOR TO BOTTOM OF BOX.
PROVIDE 2 PER FLR. AN AUDIO/VISUAL
FAULT INTERRUPT.
RETURN REGISTER
FIRE ALARM SIGNAL DEVICE.
0
DEDICATED OUTLET
10.
ALL ELECTRICAL COMPONENTS ARE LOCATED ABOVE FLOOD ELEVATION.
8X8 HVAC CEILING AIR E AUST REGISTER
ADDITIONAL ELECTRICAL NOTATIONS.
SPECIAL OUTLET -VERIFY
CEILING FAN W/
(CEILING
FAN. LIGHT KIT
1.
CONTRACTOR TO PROVIDE ELECTRICAL RISER DIAGRAM AS REQUIRED BY AUTHORITY
QUADRAPLEX OUTLET
HAVING JURISDICTION.
DUPLEX OUTLET FLOOR MOUNTED
2.
NATURAL GAS SHALL BE SUPPLIED TO THE KITCHEN 4 TOP RANGE, OVEN IS ELECTRIC.
WALL OVEN IS ELECTRIC. PROVIDE POWER AS INDICATED FOR THESE UNITS AS
Ca
ELECTRICAL METER
REQUIRED BY MANUFACTURE.
SWITCH
3,
ALL LIGHTING
AND RECEPTACLE CIRCUITS SHALL BE 20 AMP.
$,3
SWITCH — 3 WAY
ELECTRICAL PANEL
4.
ALL BATHROOM EXHAUST FANS ARE TO LOCATED BY OWNER..
$R
SWITCH WITH RHEOSTAT
5.
ALL FLOOR MOUNTED DEVICES TO BE LOCATED BY OWNER WITH CONTRACTOR PRIOR
GARAGE DOOR OPENER
TO PLACING AND INSTALLING.
O
RECESSED LED LIGHT
6.
CONTRACTOR TO VERIFY LOCATION OF LIGHT FIXTURES WITH OWNER PRIOR TO
-V P
CEILING MOUNT LED WITH PULLSTRING
WALL MOUNTED VRF 36X14X12
BUYING AND INSTALLING.
`
Variable Refrigerant FIoW - AC -UNIT
7.
RECEPTACLE, COVER PLATES AND SWITCH COLOR TO BE SELECTED BY OWNER.
BY DAIKI OR APPROVED EDEQUAL.
R
N V
-0-
CEILING MOUNT LED
8.
POWER FOR ELECTRIC WATER HEATER SHALL BE A DEDUCTIVE BID ALTERNATE.
WALL MOUNT LIGHT
RECESSED CEILING CASSETTE— 24X24X1 2
OWNER MAY OPT FOR NATURAL GAS INSTEAD OF ELECTRICITY.
IM
VRF—Variable Refrigerant FIoW — AC—UNIT
9.
ALL VISIBLE ELECTRICAL CONDUIT SHALL BE PAINTED TO MATCH SURROUNDING AREA,
CEILING MOUNTED LED PENDANT LIGHT
BY DAIKIN OR APPROVED EQUAL.
(EXCLUDING ATTIC), PROVIDE PAINTING OPTIONS TO OWNER PRIOR TO PAINTING.
GARAGE DOOR OPENER
VARIABLE REFRIGERANT FLOW, OUT DOOR
UNIT WITH 4" CONCRETE PAD.
VERIFY LOCATION WITH OWNER.
Q
PUSH BUTTON - GARAGE DOOR
60 INCH TELEVISION AND CONSOLE
SURFACE MOUNTED 1 X4, LED
FIXTURE, CHAIN PULL
GARBAGE DISPOSAL
SURFACE MOUNTED 1X8, LED
\
-
FIXTURE, CHAIN PULL
F�
UNDER CABINET SLIM LINE
FLUORESCENT FIXTURE
LED RECESSED 1X4 FIXTURE
LED, RECESSED 2X4 FIXTURE
LED, SURFACE MOUNTED 1X4 FIXTURE
LED, SURFACE MOUNTED 2X4 FIXTURE
FLUORESCENT 1X4 WALL MOUNTED
LIGHT FIXTURE
DIRECTIONAL TRACK LIGHTING
8 FLOOD LIGHT - DIRECTIONAL
TELEPHONE OUTLET
4 TELEVISION CABLE OUTLET
O SURFACE MOUNTED DOME/LED
LIGHT .FIXTURE.
EXHAUST FAN AND LIGHT
OD DOOR CHIME
O PUSH BUTTON
F—FA-1 FIRE ALARM PULL STATION
FA FIRE ALARM STROBE LIGHT
�S SMOKE DETECTOR
04 GARAGE DOOR SENSOR
SMART JACK
EXIT DIRECTIONAL EXIT SIGN
WITH BATTERY BACK UP
EMERGENCY EGRESS LIGHTING
FLUORESCENT EXTERIOR MONITION
ACTIVATED
0 A/C THERMOS -AT.
FIRE EXTINGUISHER
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18 5
10-17-2018
E 1 7- 3
OFFICE COPY