1445Seminole Rd - Permit RES18-0138SHEET No.
SHT No.1
SHT No.2
4cm"Ob, ene al 930 esug n SHT No.3
eryices LLC SHT No.4
SHT No.5
180 Venetian Boulevard, St Augustine, Florida 32095
904-327-4239
Bolin Group, Inc.
5 �
e�nirliofle Road
!F�Iorida 90229090
(9 04) 215 - 0' 110
SUBJECT:
CUSTOM HOME RENOVATION
PROJECT LOCATION:
1445 Seminol Road
Atlantic Beach, FI rida 32233
[1•`�[e]��K�l►ii�]kffo]IL ll
APPROX. RENOVATION AREA: 1500 sq. ft.
WIND ZONE INFORMATION
(UNLESS SPECIFIED BY THE ENGINEER OF RECORD)
NOTES: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
WITH, AND MEETS THE REQUIREMENTS OF THE SECTION
1600 OF THE 2017 FLORIDA BUILDING CODE, 995. D
ROOFING MATERIAL SHALL MEET THE REQUIREMENTS OF
CHAPTER 1600 OF THE FLORIDA BUILDING CODE AND THE
2017 FL RESIDENTIAL CODE CHAPTER 9
THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS AREA
- BASIC WIND SPEED (M.P.H.-3 SECOND GUST): 130 M.P.H.
- WIND IMPORTANT FACTOR: 11
- WIND EXPOSURE FACTOR: C
- BUILDING CATEGORY: ENCLOSED
- INTERNAL PRESSURE COEFFICIENT: ±0.18
GENERAL NOTES / DESIGN CRITERIA
D
COMPONENT & CLADDING (P.S.F.)
- ALL CONSTRUCTION SHALL COMPLY WITH THE: 2017 FLORIDA
SIZE (S.F.)
END ZONE (5)
INTERIOR ZONE (4)
POS. + NEG. - POS. + NEG. -
0-20
39.9 42.6
39.9
52.5
20-50
;8.4 35.1
37.4
49.0
50-100
33.4 33.4
33.4
40.8
>100
29.3 32.5
29.5
32.5
GENERAL NOTES / DESIGN CRITERIA
D
GEPJERAL REVISION
- ALL CONSTRUCTION SHALL COMPLY WITH THE: 2017 FLORIDA
CONSTRUANCE: MATERIALS, DIMENSIONS, AND ALL OTHER
BUILDING CODE -EXISTING BUILDING, SIXTH EDITION, CHAPTER 8
CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS
ALTERATIONS -LEVEL 2 SECTION 801 GENERAL.
DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING
05/17/18
AS SIMILARLY INDICATED CONDITIONS WHICH ARE MORE FULLY
- SOIL BEARING DESIGN CRITERIA:
DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS
UNCLASSIFIED, BEARING CAPACITY: 2500 PSF; SEE ANY RELATED
FOR THIS PROJECT.
NOTES IN THESE DRAWINGS REGARDING SOILS TESTS AND
CONTRACTOR/ OWNER RESPONSIBILITIES
- DEVIATIONS FROM DRAWINGS: ARCHITECT DOES NOT ASSUME
9�
RESPONSIBILITY FOR OMMISSIONS, UNWORKMAN-LIKE
- SITE CONDITIONS AND DIMENSIONS: CONTRACTOR SHALL VERIFY
PERFORMANCE OR DEVIATIONS FROM THE PLANS,
ALL CONDITIONS AND DIMENSIONS AT THE BUILDING SITE PRIOR
SPECIFICATIONS AND DETAILS WHICH MAY OCCUR BY
TO FABRICATION AND CONSTRUCTION. NOTIFY THE ARCHITECT AT
CONTRACTOR OR CONTRACTORS DURING THE COURSE OF
ONCE IF ANY DISCREPANCIES ARE DISCOVERED. DO NOT PROCEED
CONSTRUCTION. DEVIATIONS FROM DRAWINGS ARE AT
WITH THE CONSTRUCTION UNTIL ALL SUCH DISCREPANCIES ARE
CONTRACTORS RISK UNLESS APPROVED IN WRITING OR WITH
FULLY RESOLVED.
SUPPLEMENTARY DRAWINGS FROM THE ARCHITECT.
- DRAWINGS: THESE DRAWINGS PROVIDE THE INTENT AND
- SURVEY INFORMATION: EXISTING SITE SURVEY AND
GENERAL DESCRIPTION OF THE WORK. THE CONTRACTOR SHALL
CONDITIONS PROVIDED BY OWNER AND HAS NOT BEEN
PROVIDE NECESSARY MATERIALS AND WORK FOR A COMPLETELY
VERIFIED.
FINISHED PROJECT. DIMENSIONS HAVE PRECEDENCE OVER SCALED
DRAWINGS; DO NOT SCALE DRAWINGS, CONSULT WITH ARCHITECT
- SOILS REPORT: NO SOILS REPORT HAS BEEN PERFORMED
IN THE EVENT OF DISCREPANCY OR UNCERTAINTY.
(AT OWNERS OPTION AND RISK). ARCHITECT HAS ASSUMED
TYPICAL BEARING AND DRAINAGE SOILS CONDITIONS FOR
- REPAIRS: REPAIR AND PATCH ALL OPENINGS AND AREAS
PURPOSES OF FOUNDATION AND STRUCTURAL DESIGN, AND
DAMAGED DURING THE COURSE OF THE WORK TO MEET AND
SITE DRAINAGE. IT IS THE CONTRACTORS FULL RESPONSIBILITY
MATCH ADJACENT MATERIALS AND FINISHES.
TO PERFORM EARTHWORK AND ADDITIONAL SOIL TESTS AS
REQUIRED TO ENSURE THAT THE SUBSURFACE SOIL CONDITIONS
- UTILITIES: CONTRACTORS SHALL PROVIDE ALL CONDUITS,
ARE ADEQUATE TO SUPPORT THE DESIGN FOUNDATION LOAD
METERS, METER CANS, PIPING, SLEEVES, AND FIXTURES REQUIRED
AND PROVIDE THE MINIMUM ALLOWABLE BEARING CAPACITY
BY UTILITY COMPANIESFOR SERVICE TO STRUCTURE, INCLUDING
DESIGNATED IN THE STRUCTURAL DESIGN CRITERIA WHERE THE
POWER, T.V. CABLE, TELEPHONE, WATER AND SEWER. CONTRACTOR
BEARING CAPACITY OF THE SOIL IS IN QUESTION. THE
SHALL VERIFY LOCATIONS OF EXISTING UTILITIES AND PIPING
CONTRACTOR SHALL NOTIFY BOTH OWNER AND ARCHITECT IN
BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR ALL
WRITING FOR INSTRUCTIONS ON HOW TO PROCEED, ARCHITECT
DAMAGES WHICH MAY OCCUR DUE TO FAILURE TO EXACTLY
ASSUMES NO LIABILITY FOR VARYING SUNSURFACE CONDITIONS
LOCATE UTILITIES.
AND THEIR RESULTING IMPACT OR DETRIMENT TO BUDGET,
STRUCTURE, OR DRAINAGE.
-CLEANING: PROVIDE ADEQUATE TRASH DUMPSTER CONTAINERS TO
PREVENT ACCUMULATION OF WASTE MATERIAL OR DEBRIS IN R
- WATERPROOFING DETAILS: WATERPROOFING DETAILS IN THIS
ABOUT THE BUILDING. CLEAN ALL WORK AREAS DAILY.
SET OF DRAWINGS IS NOT ALL ENCOMPASSING TO INCLUDE
THE VAST QUANTITY OF DETAILS REQUIRED TO BUILD A
- COORDINATION: COORDINATE ALL ELECTRICAL, PLUMBING, AND
COMPLETELY WATERPROOF BUILDING. OWNER SHALL RELY ON
MECHANICAL WORK WITH THE ARCHITECTURAL FEATURES. DO NOT
CONTRACTOR TO PERFORM TO INDUSTRY STANDARD IN ALL
CUT STRUCTURAL MEMBERS TO ACCOMODATE THE WORK WITHOUT
WATERPROOFING DETAILS. ARCHITECT ASSUMES NO LIABILITY
SPECIFIED WRITTEN APPROVAL.
FOR DETAILS OTHER THAN THOSE DEPICTED IN THESE
DOCUMENTS.
- ACCESSORIES: FURNISH AND INSTALL ACCESS PANELS WHERE
REQUIRED FOR ACCESS TO ALL CONCEALED BOXES, PANELS,
- SHOP DRAWING SUBMITTALS OF PRODUCT DATA: SUBMIT
CONTROL VALVES OR EQUIPMENT.
ITEMS (AS STIPULATED IN DRAWINGS AND NOTES) TO
ARCHITECT / ENGINEER(S) FOR REVIEW FOR THE LIMITED
- BLOCKING: PROVIDE BLOCKING FOR CABINETS, BATH
PURPOSE OF CHECKING CONFORMANCE WITH THE INFORMATION
ACCESSORIES, HANDRAILS, AND OTHER WALL MOUNTED ITEMS.
GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE
DRAWINGS. SUBMIT THE NUMBER OF COPIES WHICH THE
- SERVICES: CONTRACTOR TO PROVIDE ALL CONDUITS, METERS,
CONTRACTOR REQUIRES, PLUS (1) COPY WHICH WILL BE
FOR
S='PER I
RETAINED ENGINEER. ALLSUBMITTALS
P�EIES
WATER,
ARCHITECT.
MUST BE RECEIVED AND APPROVED BY AR ITEC .T
CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SHOP
- CONFORMANCE: ALL WORK IS TO BE PERFORMED WITHIN ALL
DRAWINGS AND ALLOW FOR TWO WEEKS REVIEW TURNAROUND
LOCAL, STATE, AND NATIONAL CODES CURRENTLY ADOPTED BY
TIME. ALL BUILDING PRODUCTS ARE TO BE INSTALLED IN
THE LOCAL MUNICIPALITY.
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
- RELEASE DATE: THIS DRAWING IS NOT RELEASED FOR THE
- ELECTRIC PANEL AND CIRCUITING: VERIFY EXISTING ELECTRIC
PURPOSES OF CONSTRUCTION OR CONTRACTING UNLESS THE
PANEL AND EVALUATE IF INCREASED CAPACITY IS REQUIRED.
RELEASE DATE IN THE TITLE BLOCK OF THIS DRAWING IS
CONSOLIDATE OR MODIFY EXISTING ELECTRICAL CIRCUITING AS
DATED BY THE ARCHITECT. ANY DRAWINGS ISSUED WITHOUT A
REQUIRED TO ACCOMMODATE NEW WORK.
RELEASE DATE ARE PRELIMINARY AND NON -SUITABLE FOR
CONSTRUCTION OR CONTRACTING.
- OWNER AS CONTRACTOR: IF OWNER ELECTS TO PERFORM
PORTIONS OR ALL OF THE WORK PRESCRIBED IN THESE
DRAWINGS, THE TERMS OWNER AND CONTRACTOR ARE
INTERCHANGEABLE AND HAVE THE SAME MEANING.
STRUCTURAL ENGINEERING CONSUTANTS
Alnis J. Bonga, P.E. FL 42414
8201 Lakemont Dr. Jax., FL 32216
(904)996-7866 �✓�
DRAWING INDEX
110.'1' •961►
COVER SHEET
FLOOR PLAN (AS -BUILT)
FLOOR PLAN
ELECTRICAL PLAN
SECTIONS
REVISIQIV��'��'°��
BP# g,tS /,f d�38
DATE 6 / a2 n/ e
SIGNED
MAY 3 0 2018
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GEPJERAL REVISION
05/29/18
C
ISSUE FOR CONSTRUCTION
05/18/18
B
ISSUE FOR APPROVAL
05/17/18
A
ISSUE FOR PRELIMINARY REVIEW
05/15/18
I
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DATE
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05/13/18
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CH6CKEID BY=
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18-614
I SHE:E:T NO.
C.%ATE=
05/13/18
65'-6"
(3) 3-0 x 4-0 (2) 3-0 x 4-0
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(EXISTING CONDITIONS)
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05/18/18
B
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05/17/18
A
ISSUE FOR PRELIMINARY REVIEW
05/15/18
REV.
DESCRIPTION
i DATE
•
t
C
ISSUE FOR CONSTRUCTION
05/18/18
B
ISSUE FOR APPROVAL
05/17/18
A
ISSUE FOR PRELIMINARY REVIEW
05/15/18
REV.
DESCRIPTION
i DATE
DRAWN BY=
P.M.E.
CHECKED BY:
P.M.E.
JOB NUMBER -
18 -614
SHEET No.
SHT No.1
SHT No.2
G ener ' 910 esuJ n SHT No.3
ervices LLC SHT No.4
SHT No.S
180 Venetian Boulevard, St Augustine, Florida 32095
904-327-4239
oil "�Itlllll 11111
The Bolin Group, Inc.
144-5 Seminole Road
Atlantic
[ F7
-A I lorida '0229090
(904)2_15-10"'110
SUBJECT:
CUSTOM HOME RENOVATION
PROJECT LOCATION:
1445 Seminole Road
Atlantic Beach, Flor da 32233
DESIGN CONDITIONS:
APPROX. RENOVATION AREA: 1500 sq. ft.
WIND ZONE INFORMATION
(UNLESS SPECIFIED BY THE ENGINEER OF RECORD)
NOTES: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
WITH, AND MEETS THE REQUIREMENTS OF THE SECTION
1600 OF THE 2017 FLORIDA BUILDING CODE, 90N. D
ROOFING MATERIAL SHALL MEET THE REQUIREMENTS OF
CHAPTER 1600 OF THE FLORIDA BUILDING CODE AND THE
2017 FL RESIDENTIAL CODE CHAPTER 9
THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS AREA
- BASIC WIND SPEED (M.P.H.-3 SECOND GUST): 130 M.P.H.
- WIND IMPORTANT FACTOR: 11
- WIND EXPOSURE FACTOR: C
- BUILDING CATEGORY: ENCLOSED
- INTERNAL PRESSURE COEFFICIENT: ±0.18
GENERAL NOTES / DESIGN CRITERIA
D
COMPONENT & CLADDING (P.S.F.)
- ALL CONSTRUCTION SHALL COMPLY WITH THE: 2017 FLORIDA
SIZE (S.F.)
END ZONE (5)
INTERIOR ZONE (4)
POS. + NEG. - POS. + NEG. -
0-20
39.9 42.6
39.9
52.5
20-50
38.4 35.1
37.4
49.0
50-100
33.4 33.4
33.4
40.8
>100
29.3 32.5
29.5
32.5
GENERAL NOTES / DESIGN CRITERIA
D
GENERAL REVISION
- ALL CONSTRUCTION SHALL COMPLY WITH THE: 2017 FLORIDA
CONSTRUANCE: MATERIALS, DIMENSIONS, AND ALL OTHER
BUILDING CODE -EXISTING BUILDING, SIXTH EDITION, CHAPTER 8
CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS
ALTERATIONS -LEVEL 2 SECTION 801 GENERAL.
DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING
05/17/18
AS SIMILARLY INDICATED CONDITIONS WHICH ARE MORE FULLY
- SOIL BEARING DESIGN CRITERIA:
DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS
UNCLASSIFIED, BEARING CAPACITY: 2500 PSF; SEE ANY RELATED
FOR THIS PROJECT.
NOTES IN THESE DRAWINGS REGARDING SOILS TESTS AND
CONTRACTOR/ OWNER RESPONSIBILITIES
- DEVIATIONS FROM DRAWINGS: ARCHITECT DOES NOT ASSUME
RESPONSIBILITY FOR OMMISSIONS, UNWORKMAN-LIKE
- SITE CONDITIONS AND DIMENSIONS: CONTRACTOR SHALL VERIFY
PERFORMANCE OR DEVIATIONS FROM THE PLANS,
ALL CONDITIONS AND DIMENSIONS AT THE BUILDING SITE PRIOR
SPECIFICATIONS AND DETAILS WHICH MAY OCCUR BY
TO FABRICATION AND CONSTRUCTION. NOTIFY THE ARCHITECT AT
CONTRACTOR OR CONTRACTORS DURING THE COURSE OF
ONCE IF ANY DISCREPANCIES ARE DISCOVERED. DO NOT PROCEED
CONSTRUCTION. DEVIATIONS FROM DRAWINGS ARE AT
WITH THE CONSTRUCTION UNTIL ALL SUCH DISCREPANCIES ARE
CONTRACTORS RISK UNLESS APPROVED IN WRITING OR WITH
FULLY RESOLVED.
SUPPLEMENTARY DRAWINGS FROM THE ARCHITECT.
- DRAWINGS: THESE DRAWINGS PROVIDE THE INTENT AND
- SURVEY INFORMATION: EXISTING SITE SURVEY AND
GENERAL DESCRIPTION OF THE WORK. THE CONTRACTOR SHALL
CONDITIONS PROVIDED BY OWNER AND HAS NOT BEEN
PROVIDE NECESSARY MATERIALS AND WORK FOR A COMPLETELY
VERIFIED.
FINISHED PROJECT. DIMENSIONS HAVE PRECEDENCE OVER SCALED
DRAWINGS; DO NOT SCALE DRAWINGS, CONSULT WITH ARCHITECT
- SOILS REPORT: NO SOILS REPORT HAS BEEN PERFORMED
IN THE EVENT OF DISCREPANCY OR UNCERTAINTY.
(AT OWNERS OPTION AND RISK). ARCHITECT HAS ASSUMED
TYPICAL BEARING AND DRAINAGE SOILS CONDITIONS FOR
- REPAIRS: REPAIR AND PATCH ALL OPENINGS AND AREAS
PURPOSES OF FOUNDATION AND STRUCTURAL DESIGN, AND
DAMAGED DURING THE COURSE OF THE WORK TO MEET AND
SITE DRAINAGE. TT IS THE CONTRACTORS FULL RESPONSIBILITY
MATCH ADJACENT MATERIALS AND FINISHES.
TO PERFORM EARTHWORK AND ADDITIONAL SOIL TESTS AS
REQUIRED TO ENSURE THAT THE SUBSURFACE SOIL CONDITIONS
- UTILITIES: CONTRACTORS SHALL PROVIDE ALL CONDUITS,
ARE ADEQUATE TO SUPPORT THE DESIGN FOUNDATION LOAD
METERS, METER CANS, PIPING, SLEEVES, AND FIXTURES REQUIRED
AND PROVIDE THE MINIMUM ALLOWABLE BEARING CAPACITY
BY UTILITY COMPANIESFOR SERVICE TO STRUCTURE, INCLUDING
DESIGNATED IN THE STRUCTURAL DESIGN CRITERIA WHERE THE
POWER, T.V. CABLE, TELEPHONE, WATER AND SEWER. CONTRACTOR
BEARING CAPACITY OF THE SOIL IS IN QUESTION. THE
SHALL VERIFY LOCATIONS OF EXISTING UTILITIES AND PIPING
CONTRACTOR SHALL NOTIFY BOTH OWNER AND ARCHITECT IN
BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR ALL
WRITING FOR INSTRUCTIONS ON HOW TO PROCEED, ARCHITECT
DAMAGES WHICH MAY OCCUR DUE TO FAILURE TO EXACTLY
ASSUMES NO LIABILITY FOR VARYING SUNSURFACE CONDITIONS
LOCATE UTILITIES.
AND THEIR RESULTING IMPACT OR DETRIMENT TO BUDGET,
STRUCTURE, OR DRAINAGE.
-CLEANING: PROVIDE ADEQUATE TRASH DUMPSTER CONTAINERS TO
PREVENT ACCUMULATION OF WASTE MATERIAL OR DEBRIS IN R
- WATERPROOFING DETAILS: WATERPROOFING DETAILS IN THIS
ABOUT THE BUILDING. CLEAN ALL WORK AREAS DAILY.
SET OF DRAWINGS IS NOT ALL ENCOMPASSING TO INCLUDE
THE VAST QUANTITY OF DETAILS REQUIRED TO BUILD A
- COORDINATION: COORDINATE ALL ELECTRICAL, PLUMBING, AND
COMPLETELY WATERPROOF BUILDING. OWNER SHALL RELY ON
MECHANICAL WORK WITH THE ARCHITECTURAL FEATURES. DO NOT
CONTRACTOR TO PERFORM TO INDUSTRY STANDARD IN ALL
CUT STRUCTURAL MEMBERS TO ACCOMODATE THE WORK WITHOUT
WATERPROOFING DETAILS. ARCHITECT ASSUMES NO LIABILITY
SPECIFIED WRITTEN APPROVAL
FOR DETAILS OTHER THAN THOSE DEPICTED IN THESE
DOCUMENTS.
- ACCESSORIES: FURNISH AND INSTALL ACCESS PANELS WHERE
REQUIRED FOR ACCESS TO ALL CONCEALED BOXES, PANELS,
- SHOP DRAWING SUBMITTALS OF PRODUCT DATA: SUBMIT
CONTROL VALVES OR EQUIPMENT.
ITEMS (AS STIPULATED IN DRAWINGS AND NOTES) TO
ARCHITECT / ENGINEER(S) FOR REVIEW FOR THE LIMITED
- BLOCKING: PROVIDE BLOCKING FOR CABINETS, BATH
PURPOSE OF CHECKING CONFORMANCE WITH THE INFORMATION
ACCESSORIES, HANDRAILS, AND OTHER WALL MOUNTED ITEMS.
GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE
DRAWINGS. SUBMIT THE NUMBER OF COPIES WHICH THE
- SERVICES: CONTRACTOR TO PROVIDE ALL CONDUITS, METERS,
CONTRACTOR REQUIRES, PLUS (1) COPY WHICH WILL BE
�V PICEIES FOR
ED BY THE ARCHITECT/ I ALL
INBE
WSMnTa% WATER,
RECEIVED AND APPROVED BY ARCHITECT.NEER.
MUST THE
CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SHOP
- CONFORMANCE: ALL WORK IS TO BE PERFORMED WITHIN ALL
DRAWINGS AND ALLOW FOR TWO WEEKS REVIEW TURNAROUND
LOCAL, STATE, AND NATIONAL CODES CURRENTLY ADOPTED BY
TIME. ALL BUILDING PRODUCTS ARE TO BE INSTALLED IN
THE LOCAL MUNICIPALITY.
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
- RELEASE DATE: THIS DRAWING IS NOT RELEASED FOR THE
- ELECTRIC PANEL AND CIRCUITING: VERIFY EXISTING ELECTRIC
PURPOSES OF CONSTRUCTION OR CONTRACTING UNLESS THE
PANEL AND EVALUATE IF INCREASED CAPACITY IS REQUIRED.
RELEASE DATE IN THE TITLE BLOCK OF THIS DRAWING IS
CONSOLIDATE OR MODIFY EXISTING ELECTRICAL CIRCUITING AS
DATED BY THE ARCHITECT. ANY DRAWINGS ISSUED WITHOUT A
REQUIRED TO ACCOMMODATE NEW WORK.
RELEASE DATE ARE PRELIMINARY AND NON -SUITABLE FOR
CONSTRUCTION OR CONTRACTING.
- OWNER AS CONTRACTOR: IF OWNER ELECTS TO PERFORM
PORTIONS OR ALL OF THE WORK PRESCRIBED IN THESE
DRAWINGS, THE TERMS OWNER AND CONTRACTOR ARE
INTERCHANGEABLE AND HAVE THE SAME MEANING.
STRUCTURAL ENGINEERING CONSUTANTS
Alnis J. Bango, P.E. FL 42414
8201 Lakemont Dr. Jax., FL 32216
(904)996-7866 �+
DRAWING INDEX
DESCRIPTION
COVER SHEET
FLOOR PLAN (AS -BUILT)
FLOOR PLAN
ELECTRICAL PLAN
SECTIONS
1
REVISION���'a��
BP#,. 9 tS /f- - o13
DATE G J a2 V/
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GENERAL REVISION
05/29/18
C
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05/18/18
B
ISSUE FOR APPROVAL
05/17/18
A
ISSUE FOR PRELIMINARY REVIEW
05/15/18
REV.
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05/17/18
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0 0—
0
I
I
1
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LIGHT FIXTURE
0
T-
3
M
REV.
KITCHE�,N
4
FROOR \
REM \
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0 C==:>
3
0 0—
0
I
I
1
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LIGHT FIXTURE
0
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3
M
REV.
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CABINET LIGHTING
CEILING FAN W/LIGHT FIXTURE
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OFFICE
ELECTRICAL PLAN
SCALE: 1/4"=l' -O"
ELECTRICAL NOTES
1. CODE: 2008 NATIONAL ELECTRIC CODE, ALL WORK TO BE PERFORMED
WITHIN ALL LOCAL, STATE, & NATIONAL CODES CURRENTLY ADOPTED.
2. ENGINEERING: ELECTRICAL, CIRCUIT, & ELECTRICAL PANEL SIZING BY
CONTRACTOR. CONTRACTOR TO EVALUATE PANEL SIZE FOR
CAPACITY REQ'D. ANY CAPACITY LISTED ON DRAWINGS IS AN ESTIMATE
ONLY.
3. CIRCUITS: PROVIDE ALL NECESSARY CIRCUITS TO APPLIANCES, WATER
HEATERS, AND OTHER MISC.EQUIPMENT AS REQUIRED. COORD. WITH
OWNER & CONTRACTOR TO VERIFY AND PROVIDE ELECTRICAL FOR ALL HVAC
EQUIPMENT. PROVIDE ELECTRICAL HOOKUP TO ALL
DIRECT WIRED APPLIANCES PER MANUFACTURES SPECS.
4. SMOKE DETECTORS: ALL SMOKE DETECTORS TO BE HARD WIRED (TYP).
5. IN -SLAB: PROVIDE ALL NECESSARY PIPING, CONDUITS, VENTS, & SLEEVES
IN CONCRETE FOORS & WALLS TO ENSURE A COMPLETE INSTALLATION.
6. WET FIXTURES: PROVIDE UL APPROVED LIGHT FIXTURES AT ALL WET
LOCATIONS.
7. RECESSED FIXTURES: CONTRACTOR TO VERIFY ALL RO SIZES FOR
RECESSED FIXTURES, AND ADJUST DUE TO ANY FURRING FOR FLUSH
FIXTURES.
8. DIMMERS: CONTRACTOR TO COORDNATE DIMMABLE LIGHTS/RHEOSTATS
W/OWNER IF NOT INDICATED ON DRAWINGS.
9. FIXTURE SELECTION: ALL ELECTRICAL FIXTURES TO BE SELECTED BY
OWNER.
10. WIRING DEVICES: & ALL PLATES: DECOR, ROCKER STYLE VERIFY COLOR
W/OWNER
11. FLOOD ZONE CONSTRUCTION: ALL ELECTRICAL, FIXTURES, & EQUIPMENT
AND HVAC EQUIPMENT
TO BE LOCATED 1'-0" MIN. ABOVE FLOOD ZONE
HEIGHT. FLOOD ZONE AE -10.0' NGVD MEANS HEIGHT OF 11.0' NGVD.
0
1
M
2
LIGHT FIXTURE
0
0
3
M
REV.
SCONCE LIGHTING @ 65" AFF
4
5
6
8
9
10
11
12
18
16
0
16
13
14
ELEC. SYMBOL INDEX
SYMBOL
DESCRIPTION
B
LIGHT FIXTURE
0
RECESSED LIGHT FIXTURE
-
ART LIGHTING @ 65" AFF
REV.
SCONCE LIGHTING @ 65" AFF
1 DATE
CABINET LIGHTING
CEILING FAN W/LIGHT FIXTURE
E--�
FLUORESCENT LIGHT FIXTURE
QCABLEVISION
OUTLET
220 OUTLET
®
EXHAUST FAN
DUPLEX RECEPTACLE OUTLET
QUAD. RECEPTACLE OUTLET
$3
3 -WAY SWITCH
SWITCH
DATA OUTLET
7
TELEPHONE OUTLET
(D_
SMOKE & GAS DETECTOR
E= EXISTING N= NEW U/C= UNDERCOUNTER
C
ISSUE FOR CONSTRUCTION
05/18/18
B
ISSUE FOR APPROVAL
05/17/18
A
ISSUE FOR PRELIMINARY REVIEW
05/15/18
REV.
DESCRIPTION
1 DATE
REVISEC)
-090RIFFT X4 GATE
PRELIMINARY ISSUE 9/04
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BRAWN BY -
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CHECKEC> BY -
P. M. E.
Y-P.M.E.
I JOB NUMBER
18-614
1 8HEET NO.
4
SATE*
05/13/18
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I JOB NUMBER
18-614
1 8HEET NO.
4
SATE*
05/13/18
(2) GP L
1 3/4" x
2x8 MIN
TYPICAL
�IMPr(1N ruin STRAP (,t\A'�T19
lOOR SEc O—N
SCALE: 3/4"=I' -O"
SIMPSON H2.5A OR
EXISTING HURRICANE TIE
EXISTING DOUBLE TOP PLATE
TAPCON MASONARY ANCH RS
3/16 x 1 3/4"
(4 PLACES MIN.)
EXISTING 8x16 CONCRET
BLOCK WALL
SIMPSON COIL STRAP CM�T12
TO BE WRAPPED TO 0TH R SIDE
OF WALL (TYP)
TAPCON MASONARY ANCH )RS
3/16 x 1 3/4"
(4 PLACES MIN.)
(TYP. BOTH SIDES OF WALL)
SIMPSON COIL STRAP CM�T12
TO BE WRAPPED TO 0TH R SIDE
OF WALL (TYP)
EXISTING
BLOCK W/
2x8 MIN
TYPICAL
EXISTING
BLOCK V
WNru""0W CO
SCALE: 3/4"=1'-0"
EXISTING DOUBLE TOP PLATE
TAPCON MASONARY ANCHORS
3/16 x 1 3/4"
(4 PLACES MIN.)
EXISTING 8x16 CONCRETE
BLOCK WALL
SIMPSON COIL STRAP CMST12
(MIN. 12" LONG, EACH WAY AND BOTH
SIDES OF WINDOW OPENING, AND ALL
FOUR CORNERS)
TAPCON MASONARY ANCHORS
3/16 x 1 3/4"
(4 PLACES MIN.)
(TYP. BOTH SIDES OF WALL)
C ISSUE FOR CONSTRUCTION
i B ISSUE FOR APPROVAL
4 A ISSUE FOR PRELIMINARY REVIEW
REV. DESCRIPTION
05/18/18
05/17/18
05/15/18
DATE
REvisEc>
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18-614
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05/13/18
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I JOB NUMBER-
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I SHEE -r NO.
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05/13/18