1610 Retreat View Cir 17-1630; INSTALL SCREEN PORCH1 E V E_
J U N 5 2017
pp
rb4TCITY OF SANFORD BUILDING &
FIRE PREVENTION PERMIT
APPLICATION Application
No: Documented
Construction Value: $ Job
Address: JWO Historic District: Yes No R Parcel
ID: - I q " 3G - SS ,P--000O - Cc? $ c) Residential [i Commercial Type
of Work: New Addition EJ Alteration Repair Demo Change of Use Move Description
of Work: IKS4CMI-. 9C,CQ5s1 Oc)&01 0.?
s, Cc l2 Lit e><-e Plan
Review Contact Person: 7- rn M 6^9 Aon Title: Phone: '
3 Z/- 37L72j"/ Fax: Email: Cem&reL 1 u 1 C° 0-0 1 'v"' f
Property
Owner Information Name
r a s' c, c . Phone: y - S 37;2 Street:
Resident of property? City,
State Zip: Contractor
Information Name _
V_%Mo+\r\! oc.00'norN Phone: LKYT a3 - 6010 Street: %
l l dQN 1 t y
Fax:
L 1IR City,
State Zip: Cl U 3 ; 1 ' State License No.: 5CC G U(S67 4 Architect/
Engineer Information Name: '
F1 urt Q-e."Ct-j Street:
City,
St, zip: LL Nwbo FL --rr1 Bonding
Company: Address:
Phone: '
O7 Q f- Q 33 LCeIlse- #
3sF/6 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. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application
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 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.
F' aL
Signa r of Owne gent ate
PT
Print Owner/Agent's Name
30-17
afure of Notary-S gtof Florida oaiG'
ur.rlion # rh u61460 Owner/Agent
is Personally Known to Me or Produced ID )
G Type of ID A— 17
Xignirture of
Contractor/Agent Date i/'7o)
Print Contra
Nf}!.`ClYffim:
r.Explr--is:Jalf l' JZ CttmrtOs lot6
rfdE$561 i c)
1,7 Contractor/Agent
is -<- Personally Known to Me or Produced ID
Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building A Electrical Mechanical Plumbing[] Gas[] Roof Construction Type:
Occupancy Use: Total Sq
Ft of Bldg: Min. Occupancy Load: Flood Zone:
of Stories:
New Construction:
Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler
Permit: Yes No . # of Heads APPROVALS: ZONING: (.
e ,; I UTILITIES: COMMENTS: ENGINEERING:
S
fika
ro FIRE: Fire
Alarm
Permit: Yes No WASTE WATER:
BUILDING: S1-'
Revised: June
30, 2015 Permit Application
Property Record CardOMMcFA
Parcel: 32-19-30-5SP-0000-0980
TPAWPMaR I
I Owner: FLOYD ERICA L
JM —-' r+oo.
Property Address: 1610 RETREAT VIEW CIR SANFORD, FL 32771
Parcel Information Value Summary
Parcel 32 19 30 5SP-0000-0980 - ! j ; - __ _._ _ _. -
I _ 2017 Working 2016 Certified 1
T._.._.
1
Owner FLOYDERICA L _ _ Values Values luesValuation
Method Cost/Market Cost/Ma rket PropertyAddress1610RETREATVIEWCIRSANFORD, FL 32771 Mailing
1610 RETREAT VIEW CIR SANFORD, FL 32771- ' r
Number of Buildings 1 1 I
Depreciated
Bldg Value $106,498 $96,804 SANFORD
Depreciated
EXFT Value Tax
District ; S1-SANFOI Subdivision
Name
i RETREAT AT TWIN LAKES REPEAT RD Land
Value (
Market) $25,000 $23,000 ME Land
Value
Ag L `DOR
Use Code
Exemptions-' 0-
HOMESTO EAD(2017) Just/MarketValue" $
131,498 $119,804 Portability Adj
Save Our
Homes Adj $0 $32,669 i ii ,!
I
i
Amendment 1 Adj P&G
Adj $0 $0 Assessed Value $
131,498 $87,135 9 = Tax
Amount without SOH: $1,588.00 l 2016
Tax
Bill Amount $933.00 Tax Estimator
Save Our
Homes Savings: $655.00 Does NOT
INCLUDE Non Ad Valorem Assessments Legal Description
LOT 98
RETREAT AT
TWIN LAKES REPLAT PB 69
PGS 14 - 20 Taxes Taxing
Authority -_-
I County
General Fund I Schools
City Sanford
j SJWM(
Saint Johns Water Management) County Bonds
Sales Description
WARRANTY
DEED
4 SPECIAL
WARRANTY
DEED I SPECIAL
WARRANTY DEED I SPECIAL
WARRANTY
DEED SPECIAL WARRANTY
DEED Land I
F-_
1 Method
LOT Seminole
County
GIS Assessment Value
131,498
131,498
131,498
131,498
131,498
I Exempt
Values Taxable Value j 50,00
81,498 25,000
106,498 50,000
81,498 50,000
81,498 50,000
81,498 j Date i
Book i Page Amount i Qualified I Vac/Imp 3/1/
2016 8Q 51 1794145,000 Yes Frontage Depth
I Units i Units Price Land Value 1 $25,
000.00 Improved Improved
Improved
Improved
25,
000
RECORD COPY
1610 Retrete View Circle
Sanford, FL
This structure has been designed in accordance with the requirements of the 2014 Florida
Building Code, Fifth Edition - Residential, Chapter 3, Section R301.2.I. The following
wind load requirements, in accordance with 2014 Florida Building Code, Fifth Edition -
Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10 were employed in
the design of the structure:
Ultimate Design Wind Speed (V„It): 130 MPH (3-Second Gust)
Nominal Design Wind Speed (V.a): 101 MPH (3-Second Gust)
Risk Category: I
Wind Exposure Category: B
Applicable Internal Pressure Coefficient: +/- 0.00
Design Pressure for Exterior Components & Cladding:
Walls = 13.8 PSF
Roof = 12.0 PSF
HEVIEWED FOR CODE COMPUANCE
PLANS EXAMINER
DATE
S al 1FORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Davis & Cleaton Engineering, Inc.
260 Wekiva Springs Road
Suite # 1060
Longwood, FL 32779
FL P.E. License # 35816
17 - 1 630
v1LDIN0
SANFORD
ww
OO
U M
O
O
w
U
O
J
O
O
U
V)
w
0
U)
it
o j w
J
m
Q U
J
O
O
IL
U
Q z
z W
LL
U
cc
O O D
0
O co
u- tL 0 tY x
C[
DAVIS & CLEATON ENGINEERING, INC.
260 WEKIVA SPRINGS ROAD, SUITE 1060
LONGWOOD. FLORIDA 32779
PH. #407-539-2353 LIC. #35816
CERTIFICATE OF AUTHORIZATION #8689
31il
3" Composite Roof
r See "Roof to Edge Beam Detail"
Attach I" x 2" To 2" x 2" Using for Roof Connection
4) x 1-1/2" S.M.S. (MIN.) into
Screw Bosses (TYP.)
to
3" x 2" Hollow Edge Beam
Attach Edge Beam to Upright Using
x 2" Hollow Edge Beam 4) x 1-1/2" S.M.S. into Screw Bosses (TYP.) to
M
M
0
3wQO 'd1" x 2" to 2" x 2" Using #10 x 1-1/2" Stitch Beam Using 2" x 4" S.M.B. d
S.M.S. (MIN.) @ 24" O.C. & 6" From (1) #10 x 1/2" S.M.S. @ w U 40,
Each End (MAX.) (TYP.) 24O.C.(MAX.) & 4" From
Each End (TYP.) Attach Girt to Upright Using o U t— to 2"
x 2" 4) x 1-1/2" S.M.S. (MIN.) into a Screw
Bosses (TYP.) Attach
1" x 2" To Girt Using L 4) x 1-1/2" S.M.S. (MIN.) into E E a Screw
Bosses (TYP.) 0 U
1"
x 2" Open Back y Attach
Base Plate Upright Using 1/
2" S.M.S. into 0, Bosses (
TYP.) O W 0
1)
1/4" Rawl Tapper w/ 1-1/2" (MIN.) Attach
1" x 2" To Base Plate Using 4(2)
rexwl Embedment
Into Solid Concrete t
2)
x 1-1/2" S.M.S. (MIN.) into Screw @ 24" O.C. & 6" From Each-- Bosses (
TYP.) 1) 1/4" Rawl Tapper w/ 1-1/2" (MIN.) Upright (MAX.) (TYP.) Embedment
Into Solid Concrete @
24" O.C. & 6" From Each v p i v t7 Upright (
MAX.) (TYP.) i
Existing Concrete Foundation (TYP.) Vv
v v v Upright
DetailDetail Existing
Concrete Foundation (TYP.) M
Corner
Detail N C
CV M Attach
Roof to Header Using 1)
1/4" x 4" Lag w/ 1-1/4" Fender 3" Aluminum Channel o " ^
o
Washer
@ 8" O.C. (MAX.) (TYP.) Attach Channel to Concrete Using cu
v c
c Material
List: 6005A-T61 Alloy Caulk All Exposed Screws 3" Composite Panel TYP. Concrete Host Pp (TYP.) 1 1/4" Rawl Tapper w/ 1-3/4" MIN. PP (MIN.) vn x
w w
a 1"
x 2" x 0.044" Open Back Embedment
Into Solid Concrete v O 2"
x 2" x 0.044" Hollow @ 12" O.C. (MAX.) (TYP.) v 3 2"
x 2" x 0.046" Door Jamb 3"
x 2" x 0.045" Hollow 3" Composite Panel (TYP.) 2"
x 4" x 0.046" x 0.100" S.M.B. Aluminum Framing 3"
x 0.024" x I Lb. EPS Composite Roof Member (TYP.) p
i
I
NOTE:
Door Connection v
1.
Door to be attached to structure with Roof to Edge Edge Beam 3)
hinges (min.). Attach Composite Panel to Channel Using DATE:
2. Each hinge to be attached to structure (1) #10 x 1/2" S.M.S. Screws @ 8" O.C. (MAX.) with (
min.) (4) #10 x 3/4" S.M.S. Top & Bottom (TYP.) 5/23/17 3. Each hinge to be attached to door with Screen Insert Notes: Caulk All Exposed Screws min.) (
4) #10 x 3/4" S.M.S. 1. Inserts are framed in by 1 "x2" open back. PAGE:
4. Bottom hinge to be mounted between 2. Framing members are fastened to a C.M.U. using 1/4" diameter concrete anchors with a minimum 1-3/4" embedment into solid concrete. 10" &
20" from the Roof Host ground. 3. Framing members are fastened to a wood framed wall using a (Min.) # 10 wood screw with a (Min.) 1" thread penetration. 5.
Top hinge to be mounted between 10" 4. Framing members are fastened @ max. 24" O.C., regardless of C.M.U., wood, or to another aluminum frame member. 20"
from top of the door. 5. There shall be a fastener within 4" of every 90 degree corner or upright in either direction but not required to be in both directions. 2 of 2 Seale:
N.T.S
1ifi,7:7 tf 1:\' !ih! S h"FI'1 fT rst'Ct'r°rlrn R to The plat trrz e a f `' t ..,, t I i
t} t c"S,Y': "i:e•P t't, lif_ti!fv7.-Istrr"w'i<'etn' Plft';tsi€elr{,l, fdJir1P6-'l'rrllYr`c't'-{'.?la #i9
7:*•a •
F ..t-. -
r_ C''.'
REQUIREDRED INSPECTION SEQUENCE
Br4 - 16 30
BUILDUNG PERMIT
Min Marc ]Inns ection Descn•n Lion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: i t . o ?P e%Aer Vltc4.3
lELECT a1CAB,PEu MiT
Min Max IIns ection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Minn Marc Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Minn Marc Ins ection Descri tionn
Mechanical Rough
Mechanical Final
Minn Max Insi2ection Descri tionn
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014