HomeMy WebLinkAbout2610 Narcissus Ave - BR18-004247 - RETAINING WALLOCT 15 2018 PERMIT APPLICATION
Application No: S LI / L1 .7
Documented Construction Value: $ :Z . q 7 S
Job Address: 7-(-(0 .Sg 2C i 55 y S Avt Historic District: Yes No[3 Parcel
ID: Residential Commercial Type
of Work: New Addition Alteration Repair Demo Change of Use Move Description
of Work: RE: , A I -J (j,) G WA l,t_ vies i PR0 Pcfz.,-'f u N c Plan
Review Contact Person: ;,A n 7-r P&TTc 25orO Phone:
32-1- 2_g+9 - G 5-8 1 Fax: q 0 7 & 5_0 ?-&?` Email: (I ve55 h0n,"e— 6u 4e vs @aMc..j - C0-t Property
Owner Information Name
u-c- Phone: cl0 7 (.! 0 5-,gi 7 Street:.-4
q 75 P- 0 AP-i c i2-urJ Resident of property?: PJ O City, State
Zip: sA r 3.Fo{Z 0 ..F(- 3Z77/ Contractor Information
Name C-`
I A 2e SS . +-i c)"C 5 Phone: `(0 7 c 7 Street: y
q 2-5 Fzc 0 60-1C t/- Q_V J Fax: '10 *7 (v 5"0 2_9 7 City, State
Zip: SA rJ 0 1? -O C- ' 2_ 7 7 1 Name: Street:
City,
St,
Zip: Bonding Company:
Address: State
License
No.: C Architect/Engineer
Information Phone: Fax:
E-
mail:
Mortgage Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT 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.
r r 1
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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 verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
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.
Signature of Owner/Agent Date Si
N .
pnPrintOwner/Agent's Name SIP.
coo, 4`
Signature of Notary -State of Florida Date n o na
3 cNQ
Owner/Agent is Personally Known to Me or N Doti
Produced ID Type of ID
O TOO
BELOW IS FOR
ofContractor/Agent Date
itractor/Agent's Name _
q - ate`:,..
o,.u jV P ANNETTE BLAt:
Notary Public • State
N, ac Commission # GG
ct nt 4 FOP' EAIly Known to Me
e e W
l 2
USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: I.ytcC- i6 -'5 "lg FIRE:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes []No
WASTE WATER:
BUILDING: 47F /co -fC-
REQUMED )INSPECTU
Bpff- A,4,q.
ii Mnn I. Max I fusnection Descrintibim.
Footer / S6
Stemwall 1,
Foundation / Form Board -'Survey
Slab /*MonoSlab. Pre our
ZO Lintel / Ti6 Beam / Fill Down Cell
Sheathing W- alls-
Sheathing Roof
Roof Dry I
Frame -
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrocic
Lath Inspec,tion
Final Solar
Final Roof
Final Stucc6. /,Siding
insulation Final
Final Utility Building -
Final Door I
Final. Window
Final ScreenRoom
Final. Pool Screen Enclosure.
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Vwnil'y Reddencem
Final. Building (Other)
DN-SEQUENCE..
Address:
E!M-T _0
Mn Max Inspelction Descri2flon
Electric. Underground
Footei /' Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
jmpe flon Descri2flolm
Plumbing -Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
mu Max Inspedionn D'escrkfion
Mechanical Rough
Mechanical. Final
Gas Underground
Gas Rough
Gas. Final
RIEVISED., Yune 2014
i
Revisidn
Response to Comments
o
Permit # /v
r 3 C
Project Address
SEP 13 2018 City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date
i rc SS S le
Contact:
Ph: ' S Fax:
Email: L Y 2Z55 o r . cs?
Trades encompassed in revision:
E Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
General description of revision:
1 t
A4 w C'
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Building
Retaining wall
Bottom of Ditch 12.6
Existing Top of Ditch 15.8
1-4 course retaining wall 2.42
Top of retaining wall 17.82
5' run to house at 4:1 slope 1.25
Proposed grade at house 19.07
Mono slab 0.67
Proposed FFE 19.74
5' run at 4:1
HE of 19.74
Top of retaining wall 17.82 _ _, Mono slab 8"
I 1-4 course retaining all
t
Top of ditch 15.8'
Bottom of ditch 12.6' //
I Grade at house 19.07 1
Fnd. %" Rebar vNoIdentification)
PRESERVE AT LAKE tiV
MONROE UNIT 2
Plat Book 66 Pages 10 & 11
PRESERVE AT LAKE
MONROE UNIT 2
Plat Book 66 Pages 10 & 11
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Storm Structure
24" C.M.P.
Invert 12.20" 1
WPP
OHE
Point
inBeginning
Fnd. 4" X 4" C.M.
No Identification) ,
SW Corner of BM
Lot 11 #2
rCORD COPY
East 80.00' (D)
S 89*38'10" E 79.94' (M)
Adjacent Residence
FFE=15.63' -i
Building Line
rarceilaenuncauun
22-19-30-5AD-0000-011 J
N. 70' of S. 195' of W. 170' & S.
15' of N. 495'of E. 160' LOT 11
LOT 1177 I o
S. 125' Of W. 80',z-
ParcelID# cli
19-30-5AD-0000-01 1A
c g.p` Proposed 7)Q ^ Patio 24 9'
Proposed,••. •..
Proposed. Septic &
Drainfield Area
One Elevation =19.07. Story •. ••.•,
Concrete Block • ' • 1 s'
i r8' Q Residence # 2610
Proposed FFE = 19.74'
4 osed Roofed 5.0''.'.'.'.'.'.'.'.;1' 6•
I I
Pavers Entry
16.0' 3' 15.2'. •'
I I
Proposed I i 24'9PaversI '
P.
iVn
opV _O
I;
IiJDnveway[ OHE= OH-III
II
186-'
L-1 JI
IIi L
Fnd
M. Rebar Cap
Illegible N
Sri
CD
C?
to
N
I
M O
O J •.•
O C:)i''.'.'.'.'..
0 Cn
2.
0'' m .... Adjacent
Residence 1.
m •''••'
FFE=17.66' N
NOTES:
I.
ALL CONC. TO BE 3000 PS/ Footings have been designed for a 2.
ALL STEEL TO BE GRADE 40 soil bearing pressure of 2000 PSF w13r'
CO.VER & 25" OVERLAPS Mortar
for use in masonry construction shall be either Type M or W
E with a fm of 1500- psi in accordance with ASTM C 270 and shall meet the proportion specificationsofTableR607.1 or the property specifications of ASTM C 270. S
General.
Masonry construction shall be designed and constructed in accordancewiththeprovisionsofthissection, TMS 403 or in accordance with the provisions of
TMS 402/ACI 530/ASCE 5. IF
A DOWEL IS MISSED, APPLY W/ EPDXY SIMPSON #
ET) W/6" EMBEDMENT. DRILL 3/4" DIAMETER
HOLES FOR #5 DOWELS. 6I
Parcel Identification # 22-
19-30-5AD-0000-011 H S.
125' of Lot 11 LL (
Less W. 80' and E. 160' of Lot 11) a
0.
5'WFnd. M." Rebar Cap "
LB 6300" WPP
4' Wood Fence Fnd. %z" it ebarFnd. 1 1/4" IP E
L-2 (No Identr..cation) (No Identification) i
L-3 Edge
of Pavement e6 N Sec.2 Sec.20 b
99'
Road Sec.
27 Sec.26 Asphalt )
Range 30 E. Township 19 S. a.(&
1'0 Narcissus Avenue Florida Department of Transportation Fnd.
Nail & Plate Variable
Width Right -of -Way) REVIEWED
FOR CODE COMPLIANCE PLANS
EXAMINER DATE
SANFORD
BUILDING DIVISION A
PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSETOPROCEEDWITHTHEWr)AK ANi, NOT AS AU
rHORITYTO VIOLATE, CANCF •yr rEG A: SET ASIDE
ANY OF THE oROV!SIONS ut .} H} rr-C"!,41CAL CODES,
NOR SHALL ;SSUANCE OF " ,vw 'REVENT THE
BUILDING OFFICIAL FROvw f HEREAFTER REQUIRING
CONSTRUCTIONOR VIOLATIONS OF HIS CODE ASSUMED
BEARINGS Graphic
Sca!e 0'
15' 30, 60' Scale:
i"=30' wtLD/
Arc FOOTING
STSP DOWN NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD FpgR(
M REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH EDITION SECTION R301
DESIGN CRITERIA AND ASCE 7- 10 1.
WIND SPEED = 139 MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD) 2.
RISK CATEGORY 2 3.
CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) L474. WIND EXPOSURE = CATEGORY C 2-
4 tf Ml11f Z
of 1 T.
S. C11ehai Licensed
Profe5si'ona! Engineer 531
S. State Road 434 Suite 1001 Altamowe.
Springs, FL 32714 407)
521-i557 Fax(
407)521-5434 P.
E.0040748