23 N Saratoga Cir SHEATHING GRADE 3/8"EZ PANEL SIDING Fasten Roof Panels with 8d common nails spaced
FIBERGLASS SHINGLES
NAILED W/8d NAILS @ 6"O.C.TOP&BOTTOM 6"o.c. at edges, 12"o.c. at intermediate supports SECURE SHINGLES TO ROOF A:r
EDGE (TOP&BOTTOM OF OPENINGS) & 12"O.C. ECKING wl (6) 1-1/41- ROOFING NAILS 2'GapTyp. j
@ INTERMEDIATE SUPPORTS. 8
7/16"OSB Roof Panels
24/0 Rated
_\-—-—-—-—-—
-—-—-—-—-—- -—-—-—-—-
-—-—-—-—----—
-—-—-—-— - —-—-—-—--
-—-—-—--7-—- R
-—-—-—-- ......
2 x 6 Gable Overhang -—-—-—-—----—-—-—--
12
-—-—----—-—-— ......
5 FOR WALL w/DO:)R ... IF LESS THAN 2'-8"OF WALL asp Tyr-. -—-—-—-—-— —-—-—-- 1504,
ON EACH SIDE 0 7 DOOR THEN NAIL W/8d NAILS @ 4"O.C. ....... -—-—-—-- —-—-—-—-—-
EDGES AND 811 0 C. ON INTERMEDIATE SEAMS. -—-—-—-- —-—-—---- ......
I x 6 Fascia -—-—-—-—-—-—-—-— —-—-—-
%
1 x 4 Corner Trim
15011'
3jL I
3/8"thick 8"o.c. Siding
16/0 Rated, See note 1 '4
98'-'
Door Handle
1 0� 11 011
,+
41
7
542'
Optional Floor System*
8
I LI
N 11 1 1� 1� L
I I L
31
% 3i'l 2
,F 2,
32" 32'
4 li
01 A
192" q A
2 x 4 Framing
P
Secure door hinge board from
inside using (6) 1"c'sink screws.
Typical both sides of doors.
ISOMETRIC VIEW
Door panel &trim SIDE ELEVATION
Shed panel
FRONT ELEVATION
NOT TO SCALE
SCALE: 3/8" V-0"
E
SCALE: 3/8" V-011
MAW,
S
L
NOTES:
ok, 24/0 APA exterior rated structual sheathing. Use 8d common nails Mount door hinge board using
k
(3) 3"clsink screws into framing.
_,"X Typical both sides of doors.
paced 6" o.c. at edges, 12" o.c. at intermediate supports.
framing, door and window headers are to be SPF #2 minimum.
F DOOR INSTALLATION H2.5* H2
SCALE:NO SCALE
NOTE:
Opening is framed for a RAYNOR 8' x 7' Panel Door
Florida Approval FL 5306.6
[,H fl,
Simpson H2.5* or H2
A I
S E
;�
Dependent on Field Conditions p
2 x 8 Ridge Board
2 x 8 SPF#2 Ridge Board Rafter to Stud w/
1 x4 Transverse Brace nailed with 8d common (10) 4d 1-1/2"GaIv.Joist Nails 2 x 4 Upper Collar Tie
2 x 4 SPF#2 Upper Collar Tie qj'f, 01
end nails-at each gable connector. 2411o.c. 1��
24"
(2) 1 Od Common Nails, Face Nailed Typ. 2 x 4 Gable Connector
2 x 6 SPF#2 Lower Collar Tie 2 x 6 Lower Collar Tie
2 x 6 Lower Collar Tie (2) 1 Od Common Nails, Face Nailed
2 x 4 Gable Connector
and 80%Glue Coverage L L
Transverse Brace is to be Fastened at Each 2 x 6 SPF Rafter
Collar Tie with (2) 6d Common, Face Nailed
-T
2 x 4 Front Doubler 37-L"
5/8"WB Loft Decking
2 x 6 SPF#2 Rafter 2 x 4 Top Plate
L 2 x 8 SPF#2 Loft Joist
. / L
I 191k 2 x 8 Side Doubler
2 x 8 SPF#2 Side Doubler
7 F
8
2 x 4 SPF#2 Top Plate F 2 81 L
M!
1 X 4 Filler Strip W
2 X 4 SPF#2 Ledger Board for Loft
2 x 4 Crippler (3) 1 Od common nails,face nai e X ea er -------
941"
311
151184 9�. for OPTIONAL 36"Entry Door
(2) 2 x 10 SPF#2 Header Assembly
for OPTIONAL 360 Entry Door 8411
2 x 4 Stud
Ug,
3011
Framed Opening For OPTIONAL
Simpson LSTA9
6 11
2 Square Round Top Window Stud to Top Plate with 5 R
8 8
5 2 x 4 Bottom Plate (8)1 Od Nails or Equiv. 922
,5j. 51, 92�- 9 5
2
Simpson LSTA9 952181 2 x 4 Jack Stud 27111 8
Stud to Top Plate%lth 0,
for OPTIONAL 36" Entry Door 8211
(8 1 Od Nails or EqL V.
720 8 W,
2 x 4 Stud
,16..O'c
16-
161'o.c. e- --Typ.
16' 9611
11 6H o.c.1, H 10
Typ, A i- A� 11 if
2 x 4 Bottom Plate
Typ. 16 384 __7
Simpson SP4 W/6-1 Od Nails
IF FLOOR OPTION SELECTED USE: -------
e__
SImp,06 Or EqIv For Up To 735#Uplift
0 nl�4 W/&1 Old Nails Floor
r EqIv For Up To 735#U 1 2 x 8 Treated
p Optional Floor System* Treated Runners
with U4
lip
A 0
1k 48n
A
q Li U Li 11,1�'� �
44, KU
0%
Li 0,13i 1 1 14- e-
+ i� 41,
A 01
q q .0 192" 7
01
19211
Corner Stud Connection
Sidewall to Endwall with
SID
STANDARD FRONT FRAMING 0.131 x 3"Nails 16"O/C 1,0D E FRAMING- rE FRONT FRAMING FOR 8 x TOVERHEAD DOOR-
SCALE:3/8" V-0" SCALE:3/8" V-0"
SCALE: 3/8" V-101"
2j
f
NOTE
A
NOTES: '
FOLLOW LOCAL BUILDING CODES DESIGN CRITERIA:
Design Code: FBC 2007 & 2009 Supplement
FOR FOUNDATION REQUIREMENTS
1. THESE STRUCTURAL DRAWINGS SHALL BE USED FOR THE CONSTRUCTION OF THE
SHOWN STORAGE BUILDING. IN THE EVENT OF DIMENSIONAL DISCREPANY, Wind Speed: 130 mph
d
-4—
Exp.Bf
4
- 11� " 11
Exposure:
NOTIFY THE ENGINEER FOR RESOLUTION OF CONFLICT. ANY DEVIATION FROM
WALL CONSTRUCTION NOTES: 0.87
THESE DRAWINGS MUST BE APPROVED BY THE ENGINEER Wind Importance Factor:
Internal Pressure Coefficient: 0.55 51
1. PLYWOOD PANELS SHALL BE INSTALLED 2.FOOTING DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 P.%'S.F.
Comp. & Cladding Design Pressure: 30 PSF
W/ FACE GRAIN PARALLEL TO STUDS. Roof Dead Load 6 PSF
'g
3. MATERIALS Floor Dead Load - Wood 6 PSF n
2. ALL HORZ. JOINTS SHALL OCCUR OVER
4,
_6
Wall Dead Load 3 PSF
FRAMING. FLATWISE BLOCKING SHALL ALL LUMBER TO BE NUMBER 2 GRADE SPRUCE PINE FIR OR EQUIVALENT.
Design Wind Pressure on Openings 30 PSF
CONFORM TO THE LATEST EDITION OF
ALL PLYWOOD SHALL
BE USED AT ALL HORZ. PANEL JOINTS.
Roof Live Load 36 PSF
w.
APA SPECIFICATIONS.
- Wood 30 PSF
3. PANELS SHALL BE ATTACHED TO Floor Live Load
ALL CONNECTORS/FASTENERS AND ITS SPACING SHALL MEET
�q
BOTTOM PLATES &TOP PLATES THE APPLICABLE CODES. MATERIALS: t15 8
7/16" Rated 24/0
Roof Sheathing:
LOWEST PLATE SHALL BE ATTACHED TO
ALL MATERIALS AND LABOR-PER-APPLICABLE LOCAL CODES
ng: 3/8" Siding Rated 24/0
Wall Sheathi
FOUNDATION (OR BOND BEAM) W/NAILS OR
O.S.B DECKING: ORIENTED STAND BOARD AS MANUFACTURED
CONNECTORS OF SUFFICIENT CAPACITY TO
BY LOUISIANA-PACIFIC COMPANY, PORTLAND, OR.
RESIST THE UPLIFT DEVELOPED IN THE MAY 1 12010
NOT FOR HABITATION 41
4. THESE BARNS ARE TO BE USED AS STORAGE ONLY AND J
PLYWOOD SHEATHED WALLS.
TO
W&N
Rev. Date By Revision Richarj'04"c;rP.t_( Z11MTR (1 6-0"" IDE VISTA
5. NAILING PATTERN FOR WALL, FLOOR AND ROOF SHEATHING TO BE 6" O.C. AT Iit(CkNED IN UC1,11U_1OP4t4_-E,'�'-
WHERE WINDOWS & DOORS INTERUPT 7162 GLENBURNIE LWE V.
A
-16-09 SJB Was 2004 w
3 ith 2006 Supplement
CLARKSTON,MI -483461-_ BULLS I
RODUM, LLC. W
DIATE SEAMS. NAIL WITH 8d COMMON (248)625-3362 Ic"kIffARD _"--�ABLE STYLE
EDGES AND 12" O.C. ON ALL INTERME WE A001ES1 P-4m.
13y.
LW
DM
HING, FRAMING ANCHORS
(248)620-4515 FAX - 1000'ronesDrIvil Soott BreMdd 6,2W9
PLYWOOD SHEAT INV N
NE FO D Monrw,MI 481&1 EWS BY.
OF THE
OR CONNECTORS SHALL BE USED TO OR 8d HOT DIPPED GALVANIZED NAILS. FASTENING IS IN CONFORMANCE WITH FLORIDA REG.#31659 1
TABLE 2304.9.1 FASTENING SCHEDULE OF THE 2004 FLORIDA BUILDING wu I As Noted (BMW) 7-0784 1 of2
Hv
RESIST THE APPROPRIATE UPLIFT LOADS. 24'-(r
CODE AND 2006 FBC SUPPLEMENTS. Depth Dim."All 20
7
-r#t-_
Gabl
161-0"wide by:
e Style
if
USE REMAINDER FOR
HEADER FILLER MATERIAL
(3) 16d common nails,toe nailed %
%
(4) 1 Od Common nails,face
��dj i�?§,l f;lit'
Front Gable Wing Panel RIGHT
nailed and 80%Glue Coverage 11A!I�
ill "a ll!
48" ��11 lit
Rear Gable Wing Panel RIGHT 7
2
H
32 H
48
1 1zle
j;j
96"
Front Gable Wing Panel LEFT
711 4 31
ji� "Cl
H
144
if
A
Al
Rear Gable Wing Panel LEFT
!�! � �: �!, � ��
'i Lill �i
j
�J,
NOTE
Top Plate to Stud 1,
'it T 4
(3) 0.131 x 3"Nails
Ill L" 41 jj i!
FOLLOW LOCAL BUILDING CODES
FOR FOUNDATION REQUIREMENTS
4811
10 3i u':
SHEET #1
i-A
%
Bottom Plate to Stud 2 x 8 P.T. BOND BOARD ... Front Gable Center Panel RIGHT
3�
ISECURE BOND @ CORNERS
(3) 0.131 x 3"Nails,Toe Nailed 16"Max.To Firsl %V/3-16d NAILS 411
Helix Anchor AN N 4
7 2,x 8 P.T.JOISTS 9 16"O.C. i...
V
X
U 8
Overhang Typ. SECURE JOIST TO BOX SILL
01 --------t- . � I i'' 1�,i il
185" 7 1 Ofi NAILS @ EACH JOIST I$ jl�
, ;i ,,
li 96"
01 Front Gable Center Panel LEFT
192,
7gH
z 26
z
0 04 P.T. RUNNERS ffYP)...
TOE NAIL FLOOR JOIST TO RUNNERS
06
STANDARD SECTION U) Wj'2-12d NAILS @ EACH JOIST/RUNNER
41 1
cc
INTERSECTION L
0
SCALE:3/8" V-0
z farl I
-------------T-
rj1-
q
5/8"OSB OR CDX TREATED PLYWOOD
4811
TO'FLOOR JOIST
A SEl-URE FLOOR DECKING ITT
LU P
W/3d NAILS @ 6"O.C.
f
W @ EDGES & 1211 O.C. if
z SHEET #2
W
@ INTERMEDIATE SUPPORTS
5,
1�t
'v
..........
%
%
z
1071" a.
8 CD
5/8' OSB or CDX TREATED PLYWOOD
V FLOOR DECKING AS REQ.
SECURE FLOOR DECKING
- 7 Rear Gable Center Panel RIGHT
3211
(4) 1 Od Common Toe Nails
TO FLOOR JOIST W/1 Od NAILS
67.50
C%l
Ca,6"O.C. @ EDGES 112"O.C.
22.50 32N Ca, INTERMEDIATE SUPPORTS 7.
4 2
6.-
X X
1% z --A 96-
L 16"Max.To i ;,4
Firsl L,
Helix Anchor
Rear Gable Center Panel LEFT
Top Chord to Top Plate JN
with (3) 3"0.131 Nails,Toe Nailed
3
10 411
1:,N
q
T,
SECURE RAFTERS TO
SHEATHING GRADE 3/811 EZ PANEL A ON 4811 48
48"
w,
TOP PLATE W/SIMPSONS BOARD NAILED W/8d NAILS @
6"O.0
7gH
F
e
UPLIFT OR SIMPSON 86 OPENINGS) & 1211 O.C.
OR EQUIV. FOR 415# EDGE CrOP&BOTTOM OF
H2.5 W/110-8d NAILS .TOP &BOTTOM SEE FLOOR FOOTING DEATIL
HI W10-8d NAILS ///oo, g INTERMEDIATE SUPPORTS. rc FLOOR FRAMIN G- iu,
-0" 4811 Vj ii!Rl
SCALE: 3/8" 1 q
r
FOR WALL WITH DOOR q ,
FOR 490# UPLIFT
ONE ON EACH SIDE NAIL 4"o.c. !i AiL
OF RAFTERS
SHEET #3
Bottom Plate to Stud
(3) 0.131 x 3"Nails,Toe Nailed GABLE PANEL LAYOUTS
-01
SCALE: 3/8" 1'
IT
J-Lft
8
Li Overhang Typ. 1 :1
If
192R
v
SECTION WITH LOFT
q
SCALE: 3/8" V-0a
NOTE:
FOR EXTERIOR WALLS GREATER
THAN&FLATWISE BLOC19NG REO-D @ PANEL
-16d NAILS
JOINTS.SECURE BLOCKING W/2
5/8"OS or COX TREATED PLYWOOD EACH END.PANEL JOINT IN CENTER 113 OF WALL
B
FLOOR DECK
SECURE FLOOR DECKING
TO FLOOR JOIST SHEATHING GRADE 31W EZ PANEL
NAILED W/8d NAILS @ 6-D.C.ON ALL SEAMS&TOP&
W/8d NAILS @ a-O.C.
D.C.
SHEATHING GRADE 3/lr EZ PANEL SHEATHING GRADE 3W EZ PANEL NOTE: BOTTOM EDGE(TOP&BOTTOM OF OPENINGS)&12
@ EDGES&1Z O.C.
NAILED W/8d NAILS @ 6-O.C.TOP&BOTTOM @ INTERMEDIATE SUPPORTS JFT
NAILED W/8d NAILS(0 6-O.C.TOP&BOTTOM EZ PANEL USED FOR UPL @ INTERMEDIATE SUPPORTS.(FOR SHEARWALL VALUE)
EDGE(TOP&BOTTOM OF OPENINGS)&12-O.C. EDGE(TOP&BOTTOM OF OPENINGS)&IT D.C. &SHEAR CUPS NOT REO.
, �I
TWO#4 BARS @ TOP&BOTTOM NOTE: EXCEPT @ OPENINGS 2 X 4 SPF STUD @ 16-O.C. If "V AAM
@ INTERMEDIATE SUPPORTS.(FOR SHEARWALL VALUE) @ INTERMEDIATE SUPPORTS.(FOR SHEARWALL VALUE)
2 X 4 SPF BOTTOM PLATE
EZ PANEL USED FOR UPLIFT SECURE JOIST TO BOND 130ARD
9 X 4 SPF STUD @ 16"O.C. — 2 X 4 SPF STUD @ 16'O.C. 2 x 4 P.T JOIST @ 16'O.C.
2 X 4 SPF BOTTOM PLATE 41 CONCRETE &SHEAR CUPS NOT REG. 1/2'WEDGE ANCHOR BOLT 301 O.C.8-1re LONG NOTE: Wt2-1 ad NAILS @ EACH JOIST 27 NAILS EVERY 3" NOTES:
00 EXCEPT @ OPENINGS ANGLED INTO FLOOR
approved fastener FRAME,1/2FROM EDGE
or other 1.WHEN FLOOR FRAMING IS USED.THIS 1.WHEN MONOLITHIC SLAB IS USED,THIS
NOTES: 6X6 10/10 WIRE MESH MONOLITHIC SLAB IS NOT REQUIRED FLOOR FRAMING IS NOT REQUIRED
3/4THROUGH BOLT 10i LAG SCREW OR FIBERMESH 2 X 4 SPF BOTTOM PLATE 1/2*X 2-1/2'LAG SCREW INTO FLOOR JOIST
W/2'XZX1/r FENDER WASHER 2.ALL MATERIALS AND LABOR SHALL MEET OR
1.ALL MATERIALS AND LABOR SHALL MEET OR 2 X 4 P.T.SILL PLATE 2.ALL MATERIALS AND LABOR SHALL MEET OR
EXCEED APPLICABLE LOCAL CODES. EXCEED APPLICABLE LOCAL CODES.
SIMPSON#HDSA CONNECTOR 41 COMPACTED ?NAILS EVERY 3" EXCEED APPLICABLE LOCAL CODES. 4 X 4 P.T.RUNNERS 2 x 4 P.T.BOND BOARD 3.ALL LUMBER TO BE NO.2 GRADE SPRUCE
SAND OR GRAVEL ANGLED INTO FLOOR TOE NAIL FLOOR JOIST 8'Min.
5/8'or 3/4'WEDGE ANCHOR BOLT 72*O.C.8-1/2'LONG 2.UNLESS OTHERWISE SPECIFIED OR SURPERSEDED
T
3.UNLESS OTHERWISE SPECIFIED OR SURPERSEDEC TO RUNNERS W/2-12d to Sheathing 30*SINGLE HELIX ANCHOR PINE FIR OR EQUIVALENT
FRAME,1/L-FROM EDGE
8'Min. or other approved fastener BY APPLICABLE LOCAL CODES,MATERIAL TO BE BY APPLICABLE LOCAL CODES,MATERIAL TO BE NAILS @ EACH JOIST/ MODEL MTE-30 AS MFD.
to Sheathing RUNNER INTERSECTION BY TIEDOWN ENGINEER.ATLANTA,GA. 4.THIS FLOOR FRAMING PLAN IS FOR THE
3000 PSI CONCRETE,A615 GRADE 60 REBAR, WITH
TO VERTICAL IN THIS PLANE lTYP)
IS STRICTLY PROHIBITED
8"Min. 3000 PSI CONCRETE,A615 GRADE 60 REBAR, ASIN 241+/.OF CORNERS&7T O.C.MAX BACKYARD PRODUCTS,LLC IT WIDE GABLE
A36 A.B.,MIN.REBAR LAP 20'. ti -7 to Sheathing PRESSURE TREATED WOOD SHIMS OR REQUIRED BY LOCAL CODE ANY DEVIATION OR MODIFICATION
A36 A.B.,MIN.REBAR LAP=20". FOR LEVELING WHEN NECESSARY 30 DEGREES
3.THIS MONOLITHIC SLAB IS DESIGNED FOR THE
4.THIS MONOLITHIC SLAB IS DESIGNED FOR THE 5.IN THE EVENT OF A DIMENSIONAL OR
WIDE GABLE
BACKYARD PRODUCTS,LLC 8-WIDE GABLE
ANY DEVIATION AND MODIFICATION PRODUCTS,U-C
ANY DEVATION AND MODIFICATION BACKYARD PRODUCTS,LLC 8 MATERIAL DISCREPANCY,NOTIFY BACK-YARD
1 Minimium 12*M nimium il'!J1 ,��[ i :
IS STRICTLY PROHIBITED. IS STRICTLY PROHIBITED. 2'X 121 X 121 SOLID CONC.BLOCK i
TYPICAL MONOLITHIC SLAB @ 7L-D.C.i @ EACH SKID
SECTION ALL AROUND
(1)An h r Minimum On SEE NOTE 1
121 h Sil Door Opening 12' (1) Anchor Minimum On
On Gable Side of Building
Each Side Of Door Opening
fI �l
I CONCRETE SLAB DETAIL MONOLITHIC CONCRETE SLAB DETAIL WOOD FLOOR ON FOOTING DETAJ A 1�
SCALE: 1" 11-011 SCALE: 1 11 1 I-ON SCA I
J I '
if
y 1 12010
Z7 Jill
THIS STRUCT,049-4!� 16'-01 WIDE
0'\.' To WHOM IT
Richaii KOZI
DESIGNED IN CONFOIIIIJAWE
7162 GUENBURE NE
OFN
CLARKSTON,Ml�
83 WITH LSECTAION
2007 F ORD BU GABLE STYLE
WITH 2009 SUPPLEMENTS
(248)625-3362 f
WIND LOADS.ANY N* BY. soott Brel
12E ADM"
(248)620-4515 FAX 10001remesDrils
FROM THESE PLANS --- �,1 �i I k
D April 6,2009
Monroe,rrg.-48162� ED"BY.
REQUIRES APPROVAL OF THE'
FLORIDA REG.#31659
ENGINEER. SCALEI As Noted (800)437-0784 sHEET 2 of 2 J :
Depth Diril 2V-0" 24-
Gable Style
16-0"wide by:
N
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 10-00000700 Date 6/03/10
Property Address . . . . . . 23 N SARATOGA CIR
Application type description RESIDENTIAL OTHER
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 2500
----------------------------------------------------------------------------
Application desc
REMODEL LIVING ROOM
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
ARCHER, DAVID MEDITERRANEAN DESIGNS/BUILD
23 SARATOGA 2751 MCCORMICK WOODS DR
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Sub Contractor . . LIMBAUGH ELECTRICAL CONTRAC
Permit Fee . . . . 58 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/30/10
----------------------------------------------------------------------------
Special Notes and Comments
*2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS .
2007 FLORIDA BUILDING CODE - RESIDENTIAL.
2005 NATIONAL ELECTRICAL CODE.
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 58 . 00 58 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 58 . 00 58 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
ELECTRICAL PERmrr APPLICATION
Crry OF ATLANTIC BEACH
800 Seminole Rd,Atlantic Beach,FL 32233
Ph(904)247A26 Fax(904)247-5845
V%
JOB ADDRESS: PERMIT#
NEW SERVICE ElOverhead Undergrou nl'a�F-1 Underground up Pole
0 Residential(Main) Service
00-100 amps 0101-150amps 0 151-200amps 0 __,amps #of Meters
OCommercial(Main) Service
00-100 amps 0101-150amps 0 151-200araps 0 __amps OCT Service amps
Conductor Type Size
OMulti-Family (Main) Service
0 0-100 amps 0101-150amps 0 151-200amps 0 ---amps #of Unit Meters
OTemporary Pole 0 ---amps
SERVICE UPGRADE 0 ___amps 0 CT Service amps
NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.)
0100amps 0150amps 0 200amps 0 __a� OCT Service amps
ADDITIONS,REMODELS,REPAIRS9 BUILD-OUTS9 ACCESSORY STRUCTURES,ETC.
Outlets/Switches: 0-30amps 3 1-1 00amps 101-200amps
Appliances: 0-30amps 3 1-1 00amps 101-200amps
A/C Circuits: 0-60amps 61-1 00amps
Heat Circuits: # circuits @------kw
Number of Lighting Outlets, Including Fixtures:
OTHER ELECTRICAL PROJECTS hp
oSwimmingPool oSign 0 Smoke Detectors_Qty OTransformers KVA 0 Motors
FIRE ALARM SYSTEM (Requires 3 sets of plans &Fire Alarm Checklist)
Qty_volts/amps VALUE OF WORK S
REPAIRSIMISCELLANEOUS
OReplacp�rnt/Damaged Meter Can 0 Safety Inspection OPanel Change OOH to UG
9&er:, '�Mm OW 1�1 CIA- L-A 1fG`126Ck(-jeQ, . I S
ix th ereby certify that I have
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for s mon s. I h
read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether
specified or not. 'Me permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of
construction, --2 ZL4
Property Owners Name�ll ckrchec Phone Number Cn-1
Li
fftG�Phone 24t- Ct(DS( Fax-
Electrical Company U 'DI 1(�ic*'��tteFt- Zip-�272-3?
ree t Ci
I 1-7 ��Csx�L S�4 ra f- City
Co. Address: 42-
License Holder(Print): A State CertificalLUINQtU96
Notarized Signature of License Holder 'y 0 . 1 201 (D
A N Lief State of I r
Sworn and subs�ribl be rbai K KenrmT
Iss,on W868781
111120M—
Signature of Notary Publk