586 Vikings Ln RESO19-0029 Add Back Porch Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
51 800 Seminole Rd, Atlantic Beach, FL 32233 _
° Phone: (904) 247-5826 Email: Buildin -Det coab.us PERMIT#: I\t- 5�I3"12OX
B p @
,1/1 Revision to Issued Permit OR Corrections to Comments Date: 42-ii- 2,)Ly
Project Address: Let et "��- 1� -��'' fi 'G °A1, F1 3 Z-2--.3j
Contractor/Contact Name: ✓y�Q ✓�'9"? S) -1.4 C4)1m11 77,-r-5_5 °i C- ,"--,
Contact Phone: O/D I16o— j! Email: r__ucc 'cci Ls 0— i
Description of Proposed Revision/Corrections:
-� 6A-cls PorcL,
1-55 S L h'&t S L.;-- affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will posed revision/corrections add additional square footage to original submittal?
o ❑ Yes (additional s.f.to be added:
• Will proposed revision/corrections add additional increase in building value to original submittal?
❑No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
•
Department Review Required:
ming&Zoning Reviewe
Tree Administrator
CPubh c Works
Public Utilities DEC 1 3 2019 / 777f
i Public Safet Date
Safety BY:
Fire Services Updatedlo/17/18
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MAP
LOT 9, BLOCK 2, SEASPRAY, AS RECORDED IN PLAT BOOK 35, PAGES 64 &
64A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
SCALE: 1" = 20'
V I K I N G S L A N E
60' RIGHT OF WAY
N8613'-5-5"E 31:76' FIELD — -----
N86'13'25"E
`3'4.116"E 53.25' FIELD CHOCRD_3123:5:618
8.80'
FOUNDE1 2' P
IRON
FOUND 1/2'IRON N:3.4' 00"E 53'20 = FUND 1/2'IRON
PIPE,NO CAP PIPE, NO CAP
_.\
-.
—__--
10' 10 CDNCRETE .-!
•
14.8' (.T
1CTION LINE sm N 13.6'
20' BUILDING RES
Rc 1 '0.4 20.6' 0 23.T
p VI UI •
Z Z . 00
)=. 1—STORY STUCCO a j J
f )' m RESIDENCE #,586 g t�; LOT 8
\_) m
\i'Do
O up
m J O)
LOT 10 i . O�
-r s6.o' 12.0' I O T
0 9.2' n j 1 , O O
o O R''
/J \
O w/1 A/C PAD WOOD DECK
\ 'am
£5{
a A COVERED WOOD DECK
2 0.8' 0.4'0
rn
I * I*1
-1
= D mu ■ �l -1 0
kl
6'CHAIN UNK FEN FOUND 1/2"IRON
+ 6
ONE, 584.27'32"W 75.34' 0 PIPE, NO CAP1.1
\ FOUND 1/2"IRON
a PIPE, NO CAP 584'24'36"W 75.27 .FIELD
�- \ LOT 30
LOT 11 \ Z'
LOT 29
`\
\ \ \
NOTETHISS:
1. IS A BOUNDARY SURVEY.
2. BUILDING RESTRICTION UNE AS PER PLAT. 3. BEARINGS BASED ON
THE WESTERLY UNE OF LOT 9, AS PER PLAT, AS BEING NO6'46'O0"W.
THIS SURVEY WAS MADE FOR THE BENEFIT
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN OF WILLIAM DILLON; SWBC MORTGAGE;
NAILEY AND DEAL, LLC; OLDREPUBLIC
FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED NATIONAL TITLE INSURANCE
COMPANY
FROM THE FLOOD INSURANCE RATE MAP NUMBER ;.;,
12031C0419H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRI•GHT,`-P`•.S.M,.,
THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UC. SURVEYOR ppd MAPPER No. LS 3295
LICENSED SURVEYOR AND MAPPER." BOUNDARY RE-CHECK JULY 14, 2014 FLORIDA LIC. SURVEYING &MAPPING BUSINESS No. LB 3672
CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC.
DRAWN BY: JAHDATE:
JULY 17, 2001
FILE: 2014-0794 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-'8550 SHEET 1 OF 1
4001-ROW
ALL
Revision Request/Correction to Comments **HIGHLI HIED I ON
'rf�gra HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.usPERMIT#: �r= �d �'00A5
VI Revision to Issued Permit OR I I Corrections to Comments Date: /.2—)3— Zdl5'
Project Address: 1J ‘1)-k 1 rlV 1_ "se-- Iq- 14 1 H F1 3 z Jj
Contractor/Contact Name: 374 0 71" (0") 5474E G4)110/l �SS ca.C_ /443
Contact Phone: c1,9 96,i_ 31 K Email: r_VCC )Cci ��� t"`'v• i —
Description of Proposed Revision/Corrections:
14-U ►(tvck
T-SS c,L affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will posed revision/corrections add additional square footage to original submittal?
o ❑ Yes (additional s.f.to be added:
• Will proposed revision/corrections add additional increase in building value to original submittal?
❑No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
wilding Th
annin�&Zoning Reviewed By
Tree Administrator
�ublic_Works_� -Z -
Public Utilities (�
Public Safety Date
Fire Services Updated 10/17/18
MAP SHOWING SUi�vg't°^QF � �- I
•
LOT 9, BLOCK 2, SEASPRAY, AS RECORDED IN PLAT BOOK 35, PAGES 64 &
64A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
ist
10 3.2.,_,........,..m4.40
SCALE: 1" = 20'
VIKINGS LANE
60' RIGHT OF WAY
N86'08'55°E 5176 FIELD
\\ N86"13 25'E
5" 16E 53.25 FIELD'
CHORD 31.80' FOUND 1/2" IRON
1J-3 20RADIUS=358.77 _PIPE_NO CAP
FOUND 1/2"IRON N83'4N8341'"00"E -
FOUND 1/2"IRON
----- PIPE, NO CAP r PIPE, NO CAP
----\
10' 10' to
•
CRIVE D ---- J _ _-_ __
' _ -_ 14.8' .3.,b,CTION LINE N las'
20' BUILDING_RES'!I= 10.0.4 20.6' 0 23,7' y
.-÷3 I V/v
C. O o
m
v 1–STORY STUCCO a -N o
Ifo' c RESIDENCE # 586 s LOT 8
0. T rn LO
COc R CO
LOT 10 �� � r r 0Cr=
"a',
, 58.0' 12.0' O
�p �9z' j Oo
G O R. / \
\ O 0 A/C PAD WOOD DECK I
1-11
11,
Sm
'O COVERED WOOD DECK
^� 0.8' 0.40
I m I —
z
L
enD iE. �' -I O
\ m — -
U
6'CHAIN LINK FEN E FOUND 1/2"IRON
_m. 34,
FOUND 1/2"IRON 584"27'32'w O PIPE, NO CAP '"'
m PIPE, NO CAP S64'24'36"W 75.27' FIELD Ci
\ LOT 30
LOT 11 I
g LOT 29 \
I I I
\D 1
NOTES:
1. 1HIS IS A BOUNDARY SURVEY. `
2. BUILDING RESTRICTION UNE AS PER PLAT. 3. BEARINGS BASED ON
THE WESTERLY UNE OF LOT 9, AS PER PLAT, AS BEING N06'46'00"W.
THIS SURVEY WAS MADE FOR THE BENEFIT
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN OF WILLIAM DILLON; SWBC MORTGAGE;
NAILEY AND DEAL, LLC; OLD REPUBLIC
FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL
NATIONAL TI TLE::INSURANCE COMPANY
CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED
FROM THE FLOOD INSURANCE RATE MAP NUMBER
12031C0419H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
r-:::': :.:':.- .__-.. -..
, . ,,
. ..._
"NOT VALID WITHOUT THE SIGNATURE AND • DONN W. BOATWRIGHT,' P..SM..
THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UC. SURVEYOR pod:',MAPPER No. LS 3295
LICENSED SURVEYOR AND MAPPER." BOUNDARY RE-CHECK JULY 14, 2014 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
ill CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE:
IDRAWN BY: JAHJULY 17, 2001
II FILE: 2014-0794 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
21.611-UNJt
BRIEF NARRATIVE:
A BACK PORCH ADDITION FOR OWNER IS CONSTRUCTING APORCH ADDITION TO THE REAR OF THE EXISTING
STRUCTURE,
WILLIAM L. DILLON AT _`,86 VIKINGS LANE
ATLANTIC BEACH, EL 32233
SYNOT U'__"0NSTR1JU`r1`10N L1*8
6314 MERRILL ROAD JACKSONVILLE FLORIDA 32277
issac199Cyahoo.com 9104.962.5694
ARCHITECTURAL NOTES (UT499Z OTATIONSONLYIFAPPLICABLETOTHISPROJECT)
A. ALL WOOD IN CONTACT !NITH GRADE, MASONRY, AUTOCLAVE AERATED CONCRETE, POURED IN PLACE
CONCRETE, OR CONCRETE PRODUCTS SHALL BE PRESSURE TREATED.
B. PRESSURE TREATED COLUMNS SHALL BE TREATED U04B GROUND CONTACT, HEAVY DUTY. MICRONIZED
COPPER AZOLE, (MCA)
C. RETENTION LEVELS FOR P.T. MATERIAL ARE .O6 FOR ABOVE -GROUND USE AND, 15 FOR GROUND CONTACT
AND .23 FOR BELOW GR/IDE APPLICATIONS.
D. (if needed) COMMERCIAL DOOR HARDWARE SHALL BE SCHLAGE OR APPROVED EQUAL.
E. DIMENSIONS ARE DRAWIJ TO FACE OF MASONRY, OR FACE OF WOOD STUDS, AND OR CENTER LINE OF
COLUMNS SHOWN.
R (if needed) PROVIDE WOC D BLOCKING AT INTERIOR AND EXTERIOR WALLS FOR ACCESSORIES AND OTHER
BUILDING COMPONENTS SUCH AS LIGHT FIXTURES ETC,
G. FINISH GRADES SHALL SCOPE. AWAY FROM BUILDING A MINIMUM 2% SLOPE.
H. IT IS THE INTENT OF THESE DRAWING TO DOCUMENT A CONTINUOUS LOAD PATH FROM THE TOP OF THE
BUILDING TO THE FO—LIATION OF THE BUILDING TO RESIST HURRICANE FORCE WINDS THIS LOAD PATH IS
VIKINGS LANE
EDGE OF ROAD
_ a
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a
W E
oad a �r
r� ATCH INDICATES t
9 CONCRETE DRIVEWAY
4
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a CONSTRUCTION _
PORCH UNDER�7 -
a . v CONSTRUCTION
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BY OWNER, CONTRACTOR AND
LOCAL AUTHORITY HAVING i
■ JURISDICTION, CONSULT 1
AUTHORITY PRIOR TO
r CONSTRUCTING.
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HATCHINDUCATES ■
PROPOSED 20W X 12D ■ _
PORCH FOUNDATION, ALL
OTHER STRUCTURES ARE
■ NOT COVERED UNDER
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1
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APPROXIMATION OF
EXISTING FENCE
rom
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PLAN
� "0 Y 2_' 4' 6 3' 16' 24VSQUARE FOOTAGE CALCULATIONS: PROPERTY LINE
EXISTING STRUCTURE: 2,164.0 SQ FT
EXISTING CONCRETE DRIVE: 674,4 SQ FT DEC 1 3 2Q19
PORCH UNDER CONSTRUCTION: 180.5 SQ FT
PROPOSED PORCH: 240.0 SQ FT
TOTAL SITE AREA 8,842.0. SQ FT
PERCENTAGE OF LOT COVERAGE 36.8% U
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CONSTRUCTED OF WOOD
FRAMING MEMBERS (IE COLUMNS, BEAMS, RAFTERS, JOISTS AND SHEATHING) AND
SITE PREPARATION
C12
REINFORCED CONCRETE:
MASONRY. ALL CONNECTIONS ARE TO BE REINFORCED WITH METAL CONNECTIONS,
NOTES
E—
PLATES BOLTS, AND OTFIER
FASTENERS. DETAILS SHOWN DESCRIBE TYPICAL CONNECTIONS BETWEEN
IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE A SITE
�y
FUNDAMENTAL STRUCTURAL
COMPONENTS TO RESIST LIVE AND DEAD LOAD AND HURRICANE FORCE WINDS
GEOTECHINCAL INVESTIGATION FOR THIS PROJECT. SUBSOIL
OF 120 MPH., OTHER SIMILAR DETAILS ARE TO BE CONSTRUCTED IN LIKE MANNER. THE CONTRACTOR MAY
INVESTIGATION IS NEEDED TO DETERMINE THE BEARING CAPACITY OF THE
Q J
g Q
REVISE THESE DETAILS
(NITH PRIOR APPROVAL FROM THE ARCHITECT... SUBMIT REVISE DETAILS PRIOR TO
SOIL AND IF THE SOIL IS SUITABLE FOR THE BEARING CONDITIONS,
CONSTRUCTING DETAIL:;
EXISTING FINISH FLOOR HEIGHT 0.0' ABOVE SEA LEVEL, OWNER TO
I.
ALL EXTERIOR FASTENERS
SHALL BE STAINLESS STEEL OR 0-185 GALVANIZED FOR BELOW GRADE P.T. WOOD
PROVIDE.
MATERIAL.
J.
ALL EXTERIOR PLYWOOD
ROOF SHEATHING IS TO BE NAILED TO RAFTERS WITH BD RING SHANK GALVANIZED
I CERTIFY THAT THIS STRUCTURE AS MODIFIED BY THe REFERENCED
NAILS AT 6" O.C, (ALL LOCATIONS),
AND 4" O,C. AT PANEL EDGES.
NOTES IS DESIGNED TO WITHSTAND WINd LOADS RESULTING FOR A BASIC
k.
ALL EXTERIOR PLYWOOD
WALL SHEATHING IS TO BE NAILED TO STUDS WITH BD COMMON GALVANIZED NAILS
WIND SPEED OF 130 MPH, 3-5 SEC GUST: BUILDING CAT, ONE, EXPOSURE
AT 6" O.C. (ALL LOCATIOtIS),
AND 4" O.C, AT PANEL EDGES,
"B": IMPORTANCE FACTOR 1, SEISMIC ZONE A, ALL IN ACCORD WITH
SECTION 1609, WIND LOADS and
L.
(IF NEEDED) GENERAL CONTRACTORS
TO PROVIDE ELECTRICAL RISER DIAGRAM AS REQUIRED BY AUTHORITY
HAVING JURISDICTION.
A. 2017 -FLORIDA BUILDING CODE SIX ADDITION.
M.
IT IS THE RESPONSIBILITY
OF THE OWNER TO PROVIDE SOIL COMPACTION TESTING FOR FINAL VERIFICATION
8, 2017 -FLORIDA BUILDING CODE 6TH ADDITION -ACCESSIBILITY
OF THE FOUNDATION LOADS
ON THIS PROJECT.
C, 2017 -FLORIDA BUILDING CODE 6TH ADDITION -MECHANICAL
N.
THE SITE IS NOT LOCATED
WITHIN 200 FEET OF STATE WATERS.
0. 2017 -FLORIDA BUILDING CODE 6TH ADDITION -PLUMBING
O.
NPDES TESTING AND MONITORING
BY OWNER, HOWEVER NOT REQUIRED ON THIS PROJECT.
E, 2017-FBC-ENERGY CONSERVATION,
P.
ALL CONSTRUCTION METHODS
AND MATERIALS SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND
F. 2012 - NFPA 101
G., NFPA 70 - 2011 NATIONAL ELECTRICAL CODE,
LOCAL LAWS and OR STATE
OF GEORGIA "BEST PRACTICE"
H. 2017 Florida Fire Prevention Code Sixth Edttlan
Q.
ALL PERMITS NECESSARY FOR CONSTRUCTION SHALL BE OBTAINED BY CONTRACTOR..
R.
ANY DEVIATIONS FROM 1'HE
PLANS ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT,
FURTHERMORE, TO THE BEST OF "MY KNOWLEDGE", THE PLANS AND
S.
THE CONTRACTOR IS TO
IMMEDIATELY CONTACT THE ARCHITECT IF ANY UNFORESEEN COMPLICATIONS OR
SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES
DISCREPANCIES OCCUR.
AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE
T.
THE ARCHITECT SHALL N
OT BE HELD RESPONSIBLE FOR THE PHYSICAL CONSTRUCTION OF THE SITE /
LOCAL AUTHORITY AND THE 2017 FLORIDA FIRE PREVENTION CODE - SIXTH
EDITION,
BUILDING/ WITHOUT COfITRACTUAL
INSPECTION OBLIGATIONS.
T,
FIELD CHANGES TO THE
JENCLOSED STRUCTURE IS PROHIBITED. CONTACT ARCHITECT FOR DRAWING
FURTHERMORE - TO THE BEST OF MY KNOWLEDGE THE PLANS AND
REVISIONS PRIOR TO CHANGING
STRUCTURE.
SPECIFICATIONS COMPLY WITH 2017- FBC -SIXTH ADDITION" EXISTING
U.
CONTRACTOR SHALL MAINTAIN
A SAFE SITE AND MEET ALL APPROPRIATE REGULATIONS CONCERNING
BUILDING-
SAFETY.
1Prescriptive compliance method.
V:
CONTRACTOR TO LOCATE
ALL UTILITIES PRIOR TO CONSTRUCTION BY CALLING THE CALL BEFORE YOU DIG
Repal a
Repairs, rations, additions and changes of occupancy complying with Chapter 4
of this code in buildings complying with the Florida Fire Prevention Code shall De
W.
HOTLINE: 1-800-282-7411.
(optional) PROVIDE OPEN
CELL R-30 SPRAY FOAM INSULATION AT ROOF PERIMETER, AND R-13 SPRAY FOAM
considered in compliance with the provisions of this w
INSULATION AT EXTER1012 WALLS AND CRAWL SPACE.de,
X.
IT IS ACCEPTABLE FOR TIRE
CONTRACTOR TO MAKE SUBSTITUTION TO THE DESIGN OF THIS PROJECT.
DARBY W. MCCLOSKEY, REGISTERED ARCHITECT
SUBSTITUTIONS ARE REQUIRED
TO HAVE FLORIDA PRODUCT APPROVAL NUMBERS AND BE APPROVED BY THE
FLORIDA, GEORGIA AND SOUTH CAROLINA
AUTHORITY HAVING JURISDICTION.
PLEASE FORWARD A COPY OF THE APPROVED SUBSTITUTIONS TO DARBY
(NOT VALID WITHOUT ORIGINAL SIGNATURE)
W. MCCLOSKEY, ARCHITECT.
Y.
THESE DRAWINGS ARE THE
PROPERTY OF DARBY W. MCCLOSKEY ARCHITECT P.C. AND ARE PROTECTED
FLORIDA LICENCE NO. AR -16696
UNDER FEDERAL COPYRIGHT
LAWS. REPRODUCTION OF THESE DRAWINGS IS PROHIBITED WITHOUT WRITTEN
GEORGIA LICENCE NO. RA -9435
CONSENT. PLEASE DO NOT
COPY THESE DRAWING WITHOUT PERMISSION.
SOUTH CAROLINA LICENCE NO, AR -9673
GENERAL NOTES
1.
FLORIDA PRODUCT APPROVAL
DATA SHALL BE REQUIRED FOR ALL EXTERIOR ENVELOPE MATERIALS,
PROPERTY INFORMATION
MATERIALS SHALL INCLUDE
METAL ROOF, EXTERIOR WINDOWS AND DOORS, AND EXTERIOR SIDING
1. PROPERTY ADDRESS - 586 VIKINGS LN, Atlantic Beach FL,
2.
TERMITE TREATMENT OF
SOIL IS REQUIRED UNDER THE SLAB AND FOOTERS
32233
3,
MINIMUM DEPTH OF STRUCTURAL
FOOTING IS 12" BELOW EXISTING GRADE IBC 1805.2
2. EXISTING LOT IS IN FEMA FLOOD "ZONE X"
4.
FILL SHALL CONSIST OF:STRUCTURAL
SAND INSTALLED IN 8" MAXIMUM LIFTS COMPACTED TO A MINIMUM OF
3. FEMA MAP - 12031CO406J, effective on 11/02/2018
95% OF THE MODIFIED Pf2OCTOR
DENSITY PER ASTM D-1557.
4. MEAN AVERAGE GRADE AVAILABLE UPON REQUEST
5.
AT CONCRETE SLABS PROVIDE 6 MIL. POLY VAPOR BARRIER WITH 8" TAPPED AND LAPPED JOINTS.
5. AREA OF LOT 8,842.0 SQ. FEET.
6.
WHERE SOILS UNSUITAB_E
FOR BEARING ARE EXPOSED WITHIN THE LIMITS OF EXCAVATION, FILL SHALL BE
6. RE # - 170703-0290
INSTALLED TO REPLACE'THE
UNSUITABLE MATERIALS.
7. MEAN AVERAGE GRADE HAS NOT BEEN DETERMINED.
7.
OWNER / CONTRACTOR 1'O
DETERMINE IF EXISTING SOIL HAS A MIN, BEARING CAPACITY OF 2500 PSI,
8. ZONING - RS -2
CONTRACTOR TO EMPLOYEE A GEO-TECHNICAL ENGINEER TO TEST SOIL AND SUBMIT REPORT TO ARCHITECT.
9. REQUIRED YARD SET BACKS FOR. - FRONT 20-0, REAR
B.
SOIL AT BASE OF FOOTING
SHALL BE CAPABLE OF SUPPORTING A MINIMUM COMPRESSIVE PRESSURE OF 2,000
20-0, SIDES MUST BE 15-0 COMBINED AND MAY BE NO
PSR
LESS THAN 5.0 SEPARATELY
9,
MINIMUM BAR LAP SPLICE:
TO BE 25".
10, WATER AND WASTE SYSTEM HAS NOT BEEN
10.
CONCRETE MIX SHALL DESIGNED
TO DEVELOP 3000 PSI AT 28 DAYS.
DETERMINED.
11. THIS IS NOT A SURVEY, THIS IS A DIAGRAM OF EXISTING
CONDITIONS.
VIKINGS LANE
EDGE OF ROAD
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HATCHINDUCATES ■
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PORCH FOUNDATION, ALL
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PLAN
� "0 Y 2_' 4' 6 3' 16' 24VSQUARE FOOTAGE CALCULATIONS: PROPERTY LINE
EXISTING STRUCTURE: 2,164.0 SQ FT
EXISTING CONCRETE DRIVE: 674,4 SQ FT DEC 1 3 2Q19
PORCH UNDER CONSTRUCTION: 180.5 SQ FT
PROPOSED PORCH: 240.0 SQ FT
TOTAL SITE AREA 8,842.0. SQ FT
PERCENTAGE OF LOT COVERAGE 36.8% U
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ELECTRICAL NOTES
1. CONTRACTOR SHALL PROVIDE TWO ADDITIONAL RECEPTACLES TO BE LOCATED ON JOB (L.OJ.)
2. IF NEEDED, FIRE ALARM, SECURITY SYSTEM BY OWNER.
3. MOUNT ALL SWITCHES AT 48" ABOVE FINISH FLOOR (AFF).
4. THE ELECTRICAL RECEPTACLES WITH IN 6-0 OF WATER SOURCES SHALL BE GROUND FAULT
INTERRUPTER TYPE (GFI).
5. CONTRACTOR TO PROVIDE ELECTRICAL RISER DIAGRAM AS REQUIRED BY AUTHORITY HAVING
JURISDICTION.
6. 'ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL BE 20 AMP.
_ - 7. ALL BATHROOM EXHAUST FANS ARE TO LOCATED BY OWNER.
..� 8. ALL FLOOR MOUNTED DEVICES TO BE LOCATED BY OWNER WITH CONTRACTOR PRIOR TO PLAC
AND INSTALLING.
9. CONTRACTOR TO VERIFY LOCATION OF LIGHT FIXTURES WITH OWNER PRIOR TO BUYING AND
INSTALLING.
q 10. RECEPTACLE, COVER PLATES AND SWITCH COLOR SHALL BE WHITE
1 tALL VISIBLE .
DEC I 3 2019 EXCLUDING ATTIC). ELECTRICAL CONDUIT SHALL BE PAINTED TO MATCH SURROUNDING AREA,
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