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GENERAL NOTES
ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI
LOAD TABLE
1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTI
4G BUILDING
301, LATEST
EDITION, ACI, NDS, APA AND ASCE7-10.
EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE".
ROOF:
2.
ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT
LIVE LOAD:
2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN
OMPLIANCE
DEAD LOAD:
WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33.
-27.2
3.
MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28
CEILING:
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
APPLICABLE
LIVE LOAD:
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
VAPOR BARRIER AND TERMITE TREATED SOIL.
LIVE LOAD -STORAGE:
5.
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC
DEAD LOAD:
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SIT
PRIOR TO
TO 95%
COMMENCING CONSTRUCTION.
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM
FLOOR:
FOOTING -
LIVE LOAD:
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL
DETAILS FOR
DEAD LOAD:
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UN
ESS NOTED
DECK LIVE LOAD:
OTHERWISE ON THE PLANS.
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND CIETAILING
OF
CONCRETE REINFORCEMENT".
WIND LOADS:
6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS
DESIGN. THE
WIND SPEED:
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE
CONDITIONS.
EXPOSURE:
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE:
STRINGENT
IMPORTANCE:
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS
PERFORMED
BUILDING CATEGORY:
ASSUMING 2500 PSF SOIL CAPACITY.
CORNER REINFORCEMENT SHALL BE LAPPED 25".
ENCLOSED BUILDING:
10.
REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
INTERIOR PRESSURE
7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE
PLANS,
COEFFICIENT:
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
REINFORCEMENT.
8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY.
VERIFY ALL
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES,
AND
NOT BE
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION
OF ANY
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INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CO
STRUCTION
RECORD IF
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL FROVIDE
ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEM
OR OTHER
OF
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSON
EL DURING
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE:
THE SOLE
1.
RESPONSIBILITY OF THE CONTRACTOR.
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION
CONCRETE NOTES
CONSTRUCTION.
1.
ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI
318, LATEST
INTERIOR ZONES,
PSF
EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND AC
301, LATEST
-32.0
EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE".
-26.6
2.
ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT
SHALL
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CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2"
INCHES FOR
50-100
FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33.
-27.2
3.
MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28
DAYS.
4.
4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER
A 6 MIL.
20.8
VAPOR BARRIER AND TERMITE TREATED SOIL.
5.
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC
MATERIAL,
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED
TO 95%
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM
OF THE
FOOTING -
M
6.
ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM
-A615. ALL
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AN
SPACED IN
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND CIETAILING
OF
CONCRETE REINFORCEMENT".
ma`)
7.
CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPESLEEVES,
ETC.,
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AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED.
7 �
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8.
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS
OR 24",
WHICHEVER IS GREATER.
9.
CORNER REINFORCEMENT SHALL BE LAPPED 25".
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10.
REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
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10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER
10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY
REINFORCEMENT.
11.
ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING,
- (D : o.
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN
NOT BE
04. S
DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD.
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12.
STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF
RECORD IF
STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT.
13.
WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES
OF
' III 17ilp 1 `.
STEM WALL MUST BE FILLED.
FRAMING NOTES
1.
DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION
FOR WOOD
CONSTRUCTION.
2.
DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
3.
ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS
ARE
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT
ENGINEER
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
4.
ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL B
PRESSURE
TREATED.
5.
ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
6.
NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
7.
DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE F
MED WITH
SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENG NEER OF
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER
AND
LENGTH PER THE DETAILS.
8.
ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES
RE DEFINED
BELOW:
8d = 0.131" x 2-1/2"
10d = 0.148" x 3"
12d = 0.148" x 3-1/4"
16d = 0.162"x 3-1/2"
9.
WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUN
ATION PLAN
AND/OR THE FOOTING DETAILS SHEET.
10.
CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
COMPONENT AND CLADDING
20.0 PSF DESIGN PRESSURES
7.0 PSF
10.0 PSF
30.0 PSF
5.0 PSF
40.0 PSF
10.0 PSF
50.0 PSF
130 MPH
C
1.0
11
0.18
EFFECTIVE
AREA, SF
END ZONES, PS
'
INTERIOR ZONES,
PSF
0-20
24.4
-32.0
24.4
-26.6
20-50
22.9
-28.8
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21.6
-27.2
21.6
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20.8
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6X10 SYP NO.2
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_ FRAMING PLAN
"r I AL ROOF BY OTHERS.
3"
8 SYP PT RAFTERS AT 18" O.C.
STEN TO BEAM WITH (1)
IWC 15600
10 PT NO.2 SYP BEAM. FASTEN
POST WITH (4) SDS25412
REWS.
i PT NO.2 SYP POST.
STS FASTENED TO FOOTING
fH ABU66, 1/2" ANCHOR
BEDDED 6" INTO FOOTING.
- HOLES FILLED WITH 10d
ILS.
X24"X12" DEEP FOOTING WITH
#5 BARS AT 8" O.C. EACH WAY.
� TRELLIS ELEVATION
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6X10 PT NO.2 SYP BEAM.
FASTEN TO POST WITH (4)
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NOTCH BEAM AS SHOWN.
6x6 PT NO.2 SYP POST.
NOTCH AS SHOWN.
AT POST
fn�%SECTION 1-1/2" = V-0"
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
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BUILDING CODE GENERAL NOTES SYMBOL LEGEND LOCATION MAP
DRAWING INDEX
THE 2017 FLORIDA BUILDING CODE, EXISTING BUILDING: GENERAL CONSTRUCTION NOTES: ROOM NUMBER IDENTIFICATION ROOM .1 4 z z z
CHAPTER 5 CLASSIFICATION OF WORK 1. IT IS INTENDED THAT THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT WILL 100 O O O
U)
CONFORM TO THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL. SHEET NO. SHEET NAME w Lu DOOR NUMBER IDENTIFICATION 100._ , (
SECTION 504 ALTERATION -LEVEL 2 2. THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING w
ORDINANCES AND PER THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL, ARE AS
SCOPE FOLLOWS
LEVEL
WINDOW NUMBER IDENTIFICATION 0 001 INDEX
LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR A. MAX. NO. OF STORIES = (3)
a•=
ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY B. MAX. HEIGHT = 35' FROM GRADE �' ., �" ��' ARCHITECTURAL A101 SITE PLAN
MATERIAL
SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. 3. THE BUILDING CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THE CODE CEILING HEIGHT IDENTIFICATION F
" '-XAFF LOOR PLAN
XA201 FIRST
REGUARDLESS OF ANY MISSING OR INCOMPLETE DETAILS OR NOTES. A202 FOUNDATION AND ROOF PLAN
504.2 APPLICATION 4. THE BUILDING CONTRACTOR AND HIS SUBCONTRACTORS SHALL CONFORM TO ANY
LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 FOR LEVEL 1 LOCAL ORDINANCES AND SHALL VERIFY ALL DIMENSIONS, MATERIALS, AND WALL TYPE IDENTIFICATION X A203 ELEVATIONS AND DETAILS
ALTERATIONS AS WELL AS THE PROVISIONS OF CHAPTER 8. CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO Q
PROCEEDING WITH HIS WORK.
SECTION 507 ADDITIONS 5. VERIFY ALL FIELD CON[)ITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES X
BEFORE PROCEEDING WITH WORK. INTERIOR ELEVATION IDENTIFICATION
507.1 SCOPE MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS AT HE JOB X �
PROVISIONS FOR ADDITIONSSHALL APPLY WHERE WORK IS CLASSIFIED AS AN ADDITION AS 6. SITE. X. ,
DEFINED IN CHAPTER 2. 7. THE ELECTRICAL FLOOR PLAN IS INTENDED TO ONLY SUGGEST LOCATIONS -OR
FIXTURES, OUTLETS, AND SWITCHES.ELECTRICAL, MECHANICAL, PLUMBING, AND
507.2 APPLICATION OTHER BUILDING SYSTEMS, IF ANY, ARE TO BE DESIGNED, ENGINEERED AN ARE THE
ADDITIONS TO EXISTING BUILDINGS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 11. SOLE RESPONSIBILITY OF OTHERS. EXTERIOR ELEVATION IDENTIFICATION X
8. ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES SHALL HAVE A NON -SIP FINISH
TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. X.
9. ERECT AND MAINTAIN, AS REQUIRED BY EXISTING FIELD CONDITIONS, THROUGHOUT.
THE 2017 FLORIDA BUILDING CODE, RESIDENTIAL:
THE ENTIRE PORTION OF THE WORK, ALL SAFEGUARDS AND BARRICADES FOR SAFETY ,l
TYPE VB UN -PROTECTED INCLUDING POSTING WARNING SIGNS, ENFORCING SAFETY REGULATIONS A D
OCCUPANCY CLASS - GROUP R-3 PROTECTION OF PROPERTY. WALL SECTION IDENTIFICATION X
10. CHECK ALL CEILING HEIGHTS AND POSSIBLE CEILING PLENUM CONDITIONS FOR X
CLEARANCE OF DUCT -WORK AND ALL OTHER CONSTRAINTS TO ASSURE THE
LOCATION OF THE LIGHT FIXTURES AS SHOWN ON THE LIGHTING PLAN. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITEC IN
WRITING BEFORE PROCEEDING WITH THE WORK. TYPICAL DETAIL DESIGNATION
11. CONTRACTOR TO POST AND MAINTAIN SIGNAGE FORBIDDING THE USE OF N IN
PRODUCTS THROUGOUT ALL PHASES OF CONSTRUCTION. NICOTINE PRODUCTS ARE DETAIL NUMBER
NOT TO BE ALLOWED WITHIN THE PERIMETER OF THE BUILDING FOOTPRINT.
X`
DRAWING NOTES: X. -- SHEET WHERE
1. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION. DETAIL IS SHOWN
2. ALL EXTERIOR WALLS ARE 2x6.
3. ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED.
4. ALL WALL THICKNESSES ARE ACTUAL 2x4 = 3-1/2", 2x6 = 5-1/2",
2x8 = 7-1/4", ETC.
5. THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERM NED BY OTHE RS.
6. ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/B OCK.
7. ALL ANGLES ARE 45o UNLESS OTHERWISE NOTED.
8. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
9. ALL DIMENSIONS ARE TO FACE OF BLOCK OR STUD WALL. `
10. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE
(7EATED APPROPRIATELY FOR THE CONDITION.
1114= HAZARDOUS GLASS LOCATIONS.
12. VERIFY THE KITCHEN AND VANITY LAYOUTS WITH S L E
H THE DETAILS DONE BY OTHERS. I I
13. CEILING HEIGHTS ARE DIMENSIONED IN RELATIONSHIP TO THE FINISHED FLOOR AND/OR
DECK. ® PROJECT LOCATION ATTACHMENTS NOT INCLUDED:
1. LEGAL SURVEY
2. TRUSS ENGINEERING
3. FLORIDA ENERGY SHEETS
REVISIONS
Q `o ES/0�F
M
DRAWING PHASE ISSUE DATE
Mo ❑PRELIMINARY V`� �' •°. S °• a�MA H L E R RESIDENCE
S I D E N C E
❑BID _ _j
001
PERMIT 18.07.26_ • 190 CLUB DRIVE
N • • ❑CON STRUCTION _ - •q ATLANTIC BEACH, FLORIDA
0
N 0 .
16.0138
r
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0
M
ri
M
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0
N
N
1 1 SITE PLAN
Al o1 1/8" = 1'-0"
REVISIONS
LOT COVERAGE CALCULATIONS
PROPOSED RESIDENCE
LOT
9,431 SF
100%
EXISTING HOUSE
2,018 SF
21%
GARAGE CONVERSION TO CONDITIONED SPACE
504 SF
5%
EXISTING COVERED PORCH
448 SF
5%
EXISTING POOL DECK
933 SF
10%
EXISTING POOL
435 SF
5%
EXISTING DRIVEWAY/ FRONT WALK
428 SF
5%
NEW CARPOT
315 SF
3%
GREEN SPACE
4,350 SF
46%
PERVIOUS
4,785 SF
51%
IMPERVIOUS
4,646 SF
49%
PROPOSED RESIDENCE:
NO NEW LOT COVERAGE AS PART OF THIS REMODEL / CARPRT ADDITION, THE CARPOT WILL COVER AN
EXISTING CONCRETE DRIVWEWAY
DRAWING PHASE_ ISSUE DATE ,�•..' ` •' �
❑PRELIMINARY MA H L E R RESIDENCE
- v .'G� PS o
El BID 190 CLUB DRIVE
PERMIT 18.07.26 Col. MaATLANTIC BEACH, FLORIDA
❑ CONSTRUCTION - '• m
A1 01
16.0138
�-0
A
I A J
ELECTRICAL PLAN — FIRST FLOOR
A201 1 11411 = 1'-0"
1 FLOOR PLAN — FIRST FLOOR
A201 1 /4" = 1'-0"
REVISIONS
DRAWING PHASE ISSUE DATE
❑ PRELIMINARY -
❑ BID -
E PERMIT 18.07.26
❑ CONSTRUCTION -
r'••IN17
'r�
DOOR NO.
TYPE
DOOR SCHEDULE - FIRST FLOOR
MFG. STYLE FINISH
COMMENTS
101
2'-8" x 6-8"
MASONITE
MATCHEXISTING
PAINT
EXTERIOR DOOR
102
2'-4" x 6-8"
MASONITE
MATCHEXISTING
PAINT
104
2'-8" x 6-8"
MASONITE
MATCHEXISTING
PAINT
105
2'-4" x 6-8"
MASONITE
MATCHEXISTING
PAINT
SMOKE DETECTOR
106
2'-0" x 6'-8"
MASONITE
MATCHEXISTING
PAINT
107A
2'-8" x 6'-8"
MASONITE
MATCHEXISTING
PAINT
3 -WAY SWITCH AT 42" A.F.F.THERMOSTAT
107B
108
(2) 2'-6" x 6'-8"
(2) 2'-6" x 6'-8"
TBD
TBD
MATCHEXISTING
MATCHEXISTING
PAINT
PAINT
EXTERIOR DOOR
EXTERIOR DOOR
WINDOW SCHEDULE
HEAD
WINDOW SIZE HEIGHT TYPE COMMENTS
A 3'-0 x 4'-8" 6'- 8" SINGLE HUNG EGRESS WINDOW
LIGHTING FIXTURE SCHEDULE - EXTERIOR
FIXTURE FIXTURE TYPE MOUNT MOUNTING HEIGHT =COUNT
1 ISCOUNCE - EXTERIOR WALL 84" ABOVE HORIZONTAL PLANE 1 3
LIGHTING FIXTURE SCHEDULE - INTERIOR
FIXTURE FIXTURE TYPE
MOUNTING
MOUNT HEIGHT COUNT
5
A 6" Incandescent - 120V
B 60W - 120V - -
3
C 100 watt Halogen
1
ELECTRICAL NOTES
1. LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE DETECTORS, FANS, AND EXHAUST FANS
PER ELECTRICAL/ BUILDING CODES.
2. VERIFY WITH BUILDER ANY SPECIAL HOOK-UPS. (RANGE HOODS, FIREPLACE FANS, LANDSCAPE LITES,
SPRINKLER SYSTEM, SECURITY SYSTEM, INTERCOM SYSTEM, VACUUM SYSTEM, SWIMMING POOL,
PUMPS, ETC.)
3. INSTALL WATER/VAPOR PROOF FIXTURES IN SHOWERS AND OVER TUBS AS REQUIRED.
GENERAL ELECTRICAL NOTES
1. ELECTRICAL SERVICE IS LESS THAN 600 AMPS. CALCULATION TO BE PROVIDED BY ELECTRICIAN.
2. PROVIDE SMOKE DETECTORS PER NFPA72 A-81.2.
CONTRACTOR ELECTRICAL NOTES
1. SPECIFICATIONS, PRICE SUMMARY AND CHANGE ORDERS SUPERSEDE THIS ELECTRICAL PLAN.
2. THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURE, SWITCH AND
RECEPTACLE LOCATIONS SHOWN MAY VARY DUE TO FRAMING, MECHANICAL CONFLICTS, SITE
CONDITIONS OR LOCAL BUILDING CODE REQUIREMENTS.
3. THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING
CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATION OF
RECEPTACLES BY THE ELECTRICIANS FOLLOWING LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE
LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE
PREFERRED LOCATIONS.
MAHLER RESIDENCE
190 CLUB DRIVE
ATLANTIC BEACH, FLORIDA
A201
16.0138
ELECTRICAL LEGEND
110 V. DUPLEX OUTLET
(2)
RECESS LIGHTINGSEE NOTE 3)
1/2 SWITCH DUPLEX OUTLET
OE.B.
RECESS (EYEBALL) LIGHTING
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110 V. G.F.I. DUPLEX OUTLET
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CEILING MTD, EXHAUST FAN
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WEATHER PROOF G.F.I.
EXHAUST FAN WITH LIGHT
220
220 V. OUTLET
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SMOKE DETECTOR
FP
110 V. FLR. MTD. DUPLEX OUTLET
T
TELEPHONE JACK
SWITCH AT 42" A.F.F.
v
TELEVISION JACK
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3 -WAY SWITCH AT 42" A.F.F.THERMOSTAT
$4
4 -WAY SWITCH AT 42" A.F.F.
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ELECTRICAL PANEL
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DIMMER SWITCH AT 42" A.F.F.
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ELECTRICAL METER
SURFACE MTD. CEILING LIGHT
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A/C DISCONNECT
-0-
PENDANT LIGHT FIXTURE
FLOOD LIGHTS
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PULL CHAIN
FO --0-07
DOOR CHIMES
—;
UNDER CABINET
LITES
12"X48" FLUORESCENT I
FIXTURE
HOLLYWOOD
STRIP
rrct—vvirct AND
BRACE FOR CEILING
FAN
24"X48" FLUORESCENT
FIXTURE
FAN/'
LIGHT
PRE -WIRE AND
BRACE FOR CEILING
FAN W/ LIGHT
ELECTRICAL NOTES
1. LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE DETECTORS, FANS, AND EXHAUST FANS
PER ELECTRICAL/ BUILDING CODES.
2. VERIFY WITH BUILDER ANY SPECIAL HOOK-UPS. (RANGE HOODS, FIREPLACE FANS, LANDSCAPE LITES,
SPRINKLER SYSTEM, SECURITY SYSTEM, INTERCOM SYSTEM, VACUUM SYSTEM, SWIMMING POOL,
PUMPS, ETC.)
3. INSTALL WATER/VAPOR PROOF FIXTURES IN SHOWERS AND OVER TUBS AS REQUIRED.
GENERAL ELECTRICAL NOTES
1. ELECTRICAL SERVICE IS LESS THAN 600 AMPS. CALCULATION TO BE PROVIDED BY ELECTRICIAN.
2. PROVIDE SMOKE DETECTORS PER NFPA72 A-81.2.
CONTRACTOR ELECTRICAL NOTES
1. SPECIFICATIONS, PRICE SUMMARY AND CHANGE ORDERS SUPERSEDE THIS ELECTRICAL PLAN.
2. THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURE, SWITCH AND
RECEPTACLE LOCATIONS SHOWN MAY VARY DUE TO FRAMING, MECHANICAL CONFLICTS, SITE
CONDITIONS OR LOCAL BUILDING CODE REQUIREMENTS.
3. THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING
CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATION OF
RECEPTACLES BY THE ELECTRICIANS FOLLOWING LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE
LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE
PREFERRED LOCATIONS.
MAHLER RESIDENCE
190 CLUB DRIVE
ATLANTIC BEACH, FLORIDA
A201
16.0138
NEW FOUNDATION FOR COLUMN, SEE V
STRUCTURAL DRAWINGS FOR MORE '
INFORMATION
2 FOUNDATION PLAN
A202 1/4 = 1'-0"
17 ROOF PLAN
A202 1/4' = 1'-0"
REVISIONS
DRAWING PHASE ISSUE DATE
[-]PRELIMINARY
-
❑ BID -
■ PERMIT _ 18.07.26
❑ CONSTRUCTION -
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FINISHED FLOOR
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DEVICES, CONTROL BAR
-THERMOSTATS, ETC.LL
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2 FOUNDATION PLAN
A202 1/4 = 1'-0"
17 ROOF PLAN
A202 1/4' = 1'-0"
REVISIONS
DRAWING PHASE ISSUE DATE
[-]PRELIMINARY
-
❑ BID -
■ PERMIT _ 18.07.26
❑ CONSTRUCTION -
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Q.�o�
S.
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6
FL IDA
NON V
FINISHED FLOOR
.4
ELECTRICAL SHOWER TOWEL
DEVICES, CONTROL BAR
FINISHED FLOOR
TYPICAL MOUNTING HEIGHT DIAGRAM
1/2" = 1'-0"
MAHLER RESIDENCE
;p 190 CLUB DRIVE
MR ATLANTIC BEACH, FLORIDA
9
A202
16.0138
-THERMOSTATS, ETC.LL
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FINISHED FLOOR
TYPICAL MOUNTING HEIGHT DIAGRAM
1/2" = 1'-0"
MAHLER RESIDENCE
;p 190 CLUB DRIVE
MR ATLANTIC BEACH, FLORIDA
9
A202
16.0138
❑1
ELEVATIONS AND DETAILS
K RESIDENCE A2C