HomeMy WebLinkAbout1011 Oak AveRECEIVED
CITY OF SANFORD PERMIT APPLICATION JUL 20
0
Permit # :_ (?5- Date: 7 J -
Job Address: /,g// t o ifA j�. 84 3 3-77,1
Description of Work: .✓ 6-y&I' rf .
Historic District: yP < Zoning: Value of Work: $ /S G a G
Permit Type: Building _Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
- _
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: 1 # of Stories: ' # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:S — �9 3G ..�y� — % %- �y GGtl �/ (Attach Proof of Ownership & Legal Description)
Owners Name & Address: —//,-7/ /G /moi
FJ
Phone: /
Contractor Name & Address:
`1'l�C►.,SeY`..7c� [,c►e �K /%w 5 } %YL State License Number: ecvr
Phone & Fax: YA7 ?/!!193 3.X '.".007 JJ' `10114ct Person: be"o Phone: `107
Bonding Company:
Address:
Mortgage Lender: `
Address: ,_
Architect/Engineer: fac lL� S,(I/?i..rn Phone: 'Io7 774?1 Gam► y
Address: PG all �� �I �..G Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is ve i ication that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
re of Owner/Agent Date Signature of ontractor/Agent Date
Print n /Agent's Nam `Prm�t nt for/Agent's N e
7'2-01' % --2-2,o
Sign re of Notary -State of Florida Date Sig ture of Notary -State of Florida Date
Special Conditions:
LORRAINE PERRETTI LORRAINE PE
POTSUtIdI Wo NiB Contr .�.PNol" •sm
y Jul 2009
CoMffdSSI0n # DD 2 ,',;° '•` Hooded NatldW
Bonded By National Notary Assn.
oning:PkAU cities:
(Initial & Date) (Initial/& $ te7P_> (Initial & Date) (Initial & Date)
r
C) o
1. General Information
CITY OF SANFORD HISTORIC PRESERVATION BOARD
APPLICATION FOR A
VARIANCE TO SCHEDULE S
P.O. Boz 1788, Sanford FL 32772-1788
Phone: 407 330-5672 Fax. 407 330-5679
Downtown Commercial Historic District Residential Historic District
This application is filed in response to a notice from the Code Enforcement Department
ADDRESS OF PROPERTY: toll 0 a k, A vt • StaA4—d
Property Owner
Signature:
Mailing Ad 1 0 aj` e• �v
Phone: 40-1- 3e2 -201.5 Fax:
ApplicantlAgeni
Signature:
Mailing Address:
Phone:
Fax:
Print Name: ci s Wl J!O l'�t'► r,�, �'1 c M i A N
�S 2-1.7
Print Name:
I certify that all information contained in this application is true and accurate to the best of my knowledge.
Applicant/Owner. rate:
Please answer all the questions on the application form and submit all required attachments. Incomplete applications
cannot be reviewed and will be returned to you for more -information. You are encouraged to contact the preservation
planner at 407,330-5672 to make sure your application is complete.
2. Description of Proposed Variance: Please state what is required by the regulations, what you are
proposing and the variance that is being requested:
Required Proposed Variance
ILI o"
The variance approval is valid for six months unless otherwise noted
&CUL USE ONLY
Historic Preservation Board M g Date: v1
Application is Approved Anaroved4iith Cooditions Denied
Conditions: Mcmr uw�d�
6ja�l05
JAMES D. MCMILLIAN
DONNA L. MCMILLIAN
12-28-00
J
LOCA -r tom SKETCH
I"
i ZOO'
orr'
SURVEY NOTES:
1) The street address of the above described property is 1011 Oak Avenue.
2) The above described property lies in a Flood Zone X.
SURVEYOR'S CERTIFICATE
W
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This is to certify that I have made a Survey of the above described -property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey_ meets the Minimum Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes.
REVISIONS: CERTIFIED CORRECT TO:
* JAMES D. & DONNA L. Mc MILLAN
K INESURVEYING, INC. FIRST UNIDN NATIONAL BANK
R. GLAIR. KITNER -- P.L45. NO. 3382 CHICAGO TITLE`:INSURANCE COMPANY
Post Office Box 823, Sanford, Fl. 32772-0823 kMPF TITLE A GUARANTY CORPORATION
(407) 372-2000 - -
non -MPT Rin. P►A A`%A sw f1+arl'�LQIrA./f�a�
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
,kw. LL Dig: ia
DAVID JOHNSON, CFA. ASA
F120,
PROPERTY
041
APPRAISER
SEMINOLE COUNTY FL
C d
m
1101 E. FIRST sT
4.0
� 4.0 �
SANFORD, FL 3 2771-1 468
4C7-665-7506
ti
W 11 TH ST
2005 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 25-19-30-5AG-1204-0080
Number of Buildings: 1
Tax District: S1-SANFORD
Depreciated Bldg Value: $174,706
Owner: MCMILLAN JAMES D & DONNA L
Depreciated EXFT Value: $480
Exemptions: 00 -HOMESTEAD
Land Value (Market): $19,950
Address: 1011 OAK AVE S
Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771
Just/Market Value: $195,136
Property Address: 1011 OAK AVE S SANFORD 32771
Assessed Value (SOH): $116,875
Subdivision Name: SANFORD TOWN OF
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $91,875
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp
2004 VALUE SUMMARY
WARRANTY DEED 12/2000 03982 0772 $233,000 Improved
Tax Value(without SOH): $2,799
WARRANTY DEED 11/1999 03759 0690 $200,000 Improved
2004 Tax Bill Amount: $1,813
WARRANTY DEED 08/1990 02214 0741 $35,000 Improved
Save Our Homes (SOH) Savings: $986
WARRANTY DEED 08/1990 02214 0739 $35,000 Improved
2004 Taxable Value: $88,471
QUIT CLAIM DEED 11/1988 02020 0482 $100 Improved
DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 12/1987 01925 0919 $100 Improved
ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION PLAT
Land Assess Frontage Depth Land Unit Land
LEG LOT 8 + S 1/2 OF ALLEY ADJ ON N BLK
Method Units Price Value
12 TR 4 TOWN OF SANFORD
FRONT FOOT & 57 117 .000 350.00 $19,950
PB 1 PG 59
DEPTH
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1900 10 1,211 2,782 2,407 SIDING AVG $174,706 $208,604
Appendage / Sgft UTILITY FINISHED / 84
Appendage / Sgft OPEN PORCH FINISHED / 128
Appendage / Sgft OPEN PORCH FINISHED / 163
Appendage / Sgft UPPER STORY FINISHED / 1196
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
FIREPLACE 1900 1 $480 $1,200
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
"' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=2519305AGI204008... 8/11/2005
R w¢s`-f����-�JY�#j
NOTICE OF COMMENCEMENT x :.
Permit No. Tax Folio No.
State of Florida
County of Seminole
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. m m,r- 0
2 2M
1. Description of property: (legal) description of the property and street address if available) W is W � M
10 0 42, / s ., .. 1C. -/ It/ 717 7, _.
d - -S- /h -30- SAG -/.;LO-/
2. General description of improvement:
3. Owner information G
LA LA
a. Name and address ..%,.,, /�%�
cn
b. Interest in property .-�
c. Name and address of fee simple titleholder (if other than Owner)
JY•�
Contractor
a. Name and address �/ 7
b. Phone number 47 G 7 3/ y r 33 Y Fax number `7e 7 3 J y C//g
5. Surety _
a. Name and address
n+rart[It`tl COPY
b. Phone number Fax number
c. Amount of bond
jr4l ARN AIxII T--
6. Lender�; ,T COURT
a. Name and address i 'SEMINOL COUNTY, FLORIDA
b.Phone number Fax number
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes: 2 200
a. Name and address
b. Phone number Fax number
8. In addition to himself or herself, Owner designates of
.13(1)(b), Florida Statutes.
to receive a copy of the Lienor's Notice as provided in Section
713 ,
a. Phone number Fax number
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different
date is specified)
Signature o Owner
Sworn to (or affirmed) and
-subscribed before me this c9, day of , 20 0 � , by
—1z M CS 4n a A
Personally Known _?Q OR Produced Identification
Type of Identification Produced
THIS INET ENT PR/EP��R'~Q B0
,a',1 P�,,,� LORRAINE PEPRETTI NAME zti f
Si ture of Notary Public, State of Fly
Notary Public •St
ate of Flonda
Co Ssion Expires: : • My Commission Expires Ju; 2" _609 ADDR.
qz Commission # DD 425888 '
'''•���Fi ' Bonded By Natierl S -)m, ,. s,
Orlando, FI
o{
R1 I ATTIC
6.100 s Jul 27 2004 MiTek Industries,
1-4-0 4-2-8 7-10-4 9-11-2 12-0-0 14-0-14 1 16-1-12 19-9-8 24-0-0 25-4-0
1-4-0 4-2-8 3-7-12 2-0-14 2-0-14 2-0-14 2-0-14 3-7-12 4-2-8 1-4-0
5x5 = Scale = 1
G
4-2-8
LOADING (psf) SPACING 2-0-0
TCLL 20.0 Plates Increase 1.25
TCDL 10.0 Lumber Increase 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2001/ANS195
LUMBER
TOP CHORD 2 X 6 SYP DSS *Except*
T1 2 X 4 SYP No.2, T1 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.1 *Except*
B22X6SYP DSS
WEBS 2 X 4 SYP No.3
BRACING
TOP CHORD
Sheathed or 3-4-2 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 9-11-1 oc bracing.
JOINTS
1 Brace at Jt(s): R
REACTIONS (Ib/size)
B = 1707/0-3-8
L = 1707/0-3-8
Max Horz
B = 219(load case 5)
Max Uplift
B = 213(load case 6)
L =-213(load case 7)
FORCES (lb)
Maximum Compression/Maximum Tension
TOP CHORD
A -B = 0/44 B -C = -2649/351
C -D = -2408/281 D -E = -2292/290
E -F = -1741/318 F -G = -57/260
G -H = -56/263 H-1 = -1738/318
I -J = -2295/289 J -K = -2412/280
K -L = -2655/350 L -M = 0/44
BOT CHORD
B -Q = -174/2110 P -Q = -166/2110
O -P = 0/1865 N -O = -145/2117
L -N = -150/2114
WEBS
F -R = -2189/406 H -R = -2189/406
E -P = 0/975
Q P O N
5x8 WB= 6x6 =
6x6 = 5x8 WB=
7-10-4 16-1-12 19-9-8
3-7-12 8-3-8 3-7-12
CSI
DEFL
in
(loc)
I/deft
L/d
TC 0.65
Vert(LL)
-0.41
O -P
>699
240
BC 0.91
Vert(TL)
-0.54
O -P
>523
180
WB 0.36
Horz(TL)
0.07
L
n/a
n/a
(Matrix)
WEBS
1-0 = 0/987 C -P = -371/269
K -O = -376/270 G -R = 0/165
NOTES (8-9)
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-98; 11Omph (3 -second gust); h=20ft;
TCDL=5.Opsf; BCDL=5.Opsf; Category ll; Exp B;
partially; MWFRS interior zone and C -C Interior(1)
zone; cantilever left and right exposed ; Lumber
DOL=1.33 plate grip DOL=1.33. This truss is designed
for C -C for members and forces, and for MWFRS for
reactions specified.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4) Ceiling dead load (10.0 psf) on member(s). E -F, H-1,
F -R, H -R
5) Bottom chord live load (60.0 psf) and additional
bottom chord dead load (10.0 psf) applied only to room.
O -P
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 213 Ib uplift at
joint B and 213 Ib uplift at joint L.
7) "Fix heels only' Member end fixity model was used in
the analysis and design of this truss.
8) NOTE: Refer to yellow bracing and/or T-1 sheet for
more information.
9) NOTE: The seal on this drawing indicates
acceptance of professional engineering responsibility
solely for the truss component design shown.
LOAD CASE(S)
Standard
r—
Io
24-0-0
4-2-8
PLATES GRIP
MT20 244/190
Weight: 141 Ib
ATTIC IR1G IATICr 11 1 t l
Orlando, FI 6.100 s Jul 27 2004 MiTek Industries, Inc. Thu Jul 071131:08 2005 Page
1-1-4-01 7-10-4 12-0-0 16-1-12 24-0-0 25-4-0,
1-4-0 7-10-4 4-1-12 4-1-12 7-10-4 1-4-0
5x5 = Scale = 1:51
K
A nn
axD — AL All HJ Al AN Ali Hr At: AU AU Ab AA L Y A VV V .3X5 =
3x5 = 5x6 =
7-10-4
LOADING (psf)
SPACING 2-0-0
TCLL 20.0
Plates Increase 1.25
TCDL 10.0
Lumber Increase 1.25
BCLL 0.0
Rep Stress Incr YES
BCDL 10.0
Code FBC2001/ANSI95
LUMBER
n/r
TOP CHORD 2 X 4 SYP No.3
BOT CHORD 2 X 4 SYP No.3
OTHERS 2 X 4 SYP No.3
BRACING
(Matrix)
TOP CHORD
W
Sheathed or 6-0-0 oc purlins.
BOT CHORD
V
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size)
Max Grav
B =
200/24-0-0
T =
200/24-0-0
AD =
82/24-0-0
AE =
114/24-0-0
AF =
106/24-0-0
AG =
107/24-0-0
Al =
106/24-0-0
AJ =
112/24-0-0
AK =
82/24-0-0
AL =
173124-0-0
AC =
114/24-0-0
AB =
106/24-0-0
AA =
107/24-0-0
Y =
106/24-0-0
X =
112/24-0-0
W =
82/24-0-0
V =
173/24.0-0
Max Horz
AB
B =
222(load case 5)
Max Uplift
=
B =
-61 (load case 4)
T =
-28(load case 7)
AE _
-55(load case 6)
AF =
-69(load case 6)
AG =
-60(load case 6)
All =
-62(load case 6)
AJ =
-61 (load case 6)
AK =
-57(load case 6)
16-1-12
8-3-8
CSI
DEFL
in (loc)
I/defl
TC 0.22
Vert(LL)
-0.01 U
n/r
BC 0.10
Vert(TL)
-0.01 U
n/r
WB 0.29
Horz(TL)
0.01 T
n/a
(Matrix)
-61 (load case 7)
W
=
Max Uplift
AL
=
-105(load case 5)
AC
=
-53(load case 7)
AB
=
-70(load case 7)
AA
=
-60(load case 7)
Y
=
-62(load case 7)
X
=
-61 (load case 7)
W
=
-57(load case 7)
V
=
-104(load case 4)
Max Grav
= 0/205
AH -AI
B
=
200(load case 1)
T
=
200(load case 1)
AD
=
233(load case 7)
AE
=
114(load case 1)
AF
=
107(load case 9)
AG
=
107(load case 1)
Al
=
106(load case 1)
AJ
=
112(load case 9)
AK
=
82(load case 9)
AL
=
173(load case 9)
AC
=
114(load case 1)
AB
=
107(load case 10)
AA
=
107(load case 1)
Y
=
106(load case 1)
X
=
112(load case 10)
W
=
82(load case 10)
V
=
173(load case 10)
FORCES
(lb)
O -Y
Maximum Compression/Maximum Tension
TOP CHORD
= -83/85
A -B
= 0/43
B -C = -246/92
C -D
= -164/110
D -E = -128/125
E -F
= -81/134
F -G = -77/141
G -H
= -35/157
H-1 = -32/172
I -J
= -32/230
J -K = -36/278
K -L
= -36/278
L -M = -32/230
M -N
= -32/172
N-0 = -32/120
O -P
= -10/67
24-0-0
7-10-4
Ud PLATES GRIP
120 MT20 244/190
80
n/a
Weight: 184 Ib
TOPCHORD
P -Q
= -32/60
Q -R
= -07/44
R -S
= -83/29
S -T
= -164/35
T -U
= 0/43
BOT CHORD
B -AL
= 0/205
AK -AL
= 01205
AJ -AK
= 0/205
AI -AJ
= 0/205
AH -AI
= 0/205
AG -AH
= 0/205
AF -AG
= 0/205
AE -AF
= 0/205
AD -AE
= 0/205
AC -AD
= 0/205
AB -AC
= 0/205
AA -AB
= 0/205
Z -AA
= 0/205
Y -Z
= 0/205
X -Y
= 0/205
W -X
= 0/205
V -W
= 0/205
T -V
= 0/205
WEBS
K -AD
= -251/0
J -AE
= -88/73
-AF
= -80/93
H -AG
= -80181
G -AI
= -80/82
E -AJ
= -83/85
D -AK
= -63/71
GAL
= -128/121
L -AC
= -88/73
KAB
= -80/93
N -AA
= -80/81
O -Y
= -80/82
Q -X
= -83/85
R -W
= -63/71
S -V
= -128/121
NOTES (10-11)
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-98; 110mph (3 -second gust); h=20ft;
TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B;
partially; MWFRS interior zone and C -C Interior(1)
zone; cantilever left and right exposed ; Lumber
DOL=1.33 plate grip DOL=1.33. This truss is designed
for C -C for members and forces, and for fVWFRS for
reactions specified.
3) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see MiTek "Standard Gable End Detail'
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5) All plates are 2x3 MT20 unless otherwise indicated.
_ _,� - - - _
� �.. , w_- ..,.�.... a �., .,.,s .. _.� � ,._�..�, , �_ �. -s .., . _ . ... � ...
l �__LOW WALL W/
WOOD FENCE
ABOVE
v
10
EXISTING WOOD
FENCE, TYPICAL
PORCH
1171
0
N
EXISTING HOUSE
SITE PLAN
SCALE: 3/32" = I '-0"
PATIO
PORCH
+/- 121-04
LAW,---
" �ny CG'S �.YY9 Y �.
.- Zlx _ r
i ys
i �,
,
2'-O" SETBACK
7
REMOVE WD.
FENCE
NEW GARAGE
24'X 24'
REMOVE
WD. FENCE
1 0
,--- RELOCATE o
WOOD FENCE m
it. GATE
+/- 38'-0"
PERMIT
NEW GARAGE
O I I OAK. AVE.
5ANfORD, FLORIDA
DESIGN STATEMENT
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE FLORIDA BUILDING
CODE, 2001 EDITION.
THE DESIGN CRITERIA ARE AS FOLLOWS:
BASIC WIND SPEED: 120 MPH
WIND IMPORTANCE FACTOR: I
BUILDING CATEGORY: II
WIND EXPOSURE: B
INTERNAL PRESSURE COEFF.: 0. 18
Q COMPONENTS 4 CLADDING
DESIGN PRESSURE: +25.9/34.7
GARAGE DOOR DESIGN PR.: +21.8 / -24.4
DRAWING INDEX
I COVER AND SITE PLAN
2 FLOOR PLAN
3 FOUNDATION PLAN
4 SOUTH * WEST ELEVATIONS
5 NORTH * EAST ELEVATIONS
G WALL SECTIONS
7 ROOF FRAMING PLAN
8 ELECTRICAL PLAN
9 GENERAL NOTES (hot iv% 1Jf9Q
DATE ISSUED
5-24-05 HPB REVIEW
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GARAGE
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DCfENS ON, ( I I
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TYPICAL OF 4 (
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cm
c o I
9'X 8' OH GARAGE DOOR 9' X 8' OH GARAGE DOOR
z
2'-0°
9'-0" 2'-0" 9'-0"
21-011
CONCRETE
0
APRON
0
tL
ff LOOK PLAN
SCALE: 11411 = 1'-0"
Sheet No.
2 ®f 9
0 Al _nm
SEE TYPICAL WALL SECTIONS, 5HEET5 4
* 5, FOR FOOTING AND SLAB DETAILS
FOUNDATION PLAN
SCALE: I/4" = I' -O"
'-4"
2'-0"
FOUNDATION NOTES:
ALL CONCRETE SHALL BE MIN.
2500 PSI @ 28 DAYS.
ALL FILL SHALL BE COMPACTED
TO 95% OF MODIFIED PROCTOR
@ 14% MOISTURE.
ALL REINFORCING STEEL SHALL
BE #5 OR GREATER.
ALL REINFORCING STEEL JOINTS
SHALL LAP A MINIMUM OF 40
BAR DIAMETERS OR 25 INCHES
WHICHEVER 15 GREATER.
VAPOR BARRIER SHALL BE G MIL.
POLYETHYLENE.
ALL LUMBER IN CONTACT WITH
MASONRY 5HALL BE PRESSURE
TREATED.
CJ = CONTROL JOINT. SAW CUT
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2500 PSI @ 28 DAYS.
ALL FILL SHALL BE COMPACTED
TO 95% OF MODIFIED PROCTOR
@ 14% MOISTURE.
ALL REINFORCING STEEL SHALL
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ALL REINFORCING STEEL JOINTS
SHALL LAP A MINIMUM OF 40
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VAPOR BARRIER SHALL BE G MIL.
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ALL LUMBER IN CONTACT WITH
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ELECTRICAL PLAN
SCALE: ' I /4" = i'-011
LEGEND
DUPLEX RECEPTACLE
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