2008 Sanford Ave - BR18-004700 - WINDOWSCITY OF
SkNFORD PERMIT APPLICATION
BUILDING DIVISION
Application No: t r J
c>
Documented Construction Value: $, C
Job Address: C C 4-V fC.) i
Parcel ID:
Historic District: Yes No[J
Residential 0 Commercial
Type of Work: New Addition Alteration 0 Repair Demo Change ofAJse Move
Description of Work: a
Plan Review Contact Person: K Ay" jL Title: 1 k -s
Phone: Fax: Email:
Property Owner Information
NamePhone: ? : E _7 % Street: €,
f.f (r t:- - Resident of property? City,
State Zip:C Contractor
Information 7
NamePhone: Street: k
Ll" L- - Fax: City, State
Zip: h. 0- _ 'Vv4'-V 2 '7 `{ State License No.: CC1C- .s (1 Architect/Engineer
Information Name: Phone:
Street: City,
St,
Zip: Bonding Company:
Fax: E-
mail:
Mortgage Lender:
Address: 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 f 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, V ` etc
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
j ILILE: 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.
I'he 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'Fable 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
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Si ature of Contractor/Agent Date
y E
Print Contractor/Agent's Name
A 4
Signature of a ' -
k DEBBIE BLANTON t
h.1Y GOMMiSSION # FF 17,, a646
r.z. EXPIRES: February 25, 2019
60(ided Thru Notary "bhc underwriters
Contractor/Agen is Frl SU1fffi+f**wW&to Me or
Produced ID Type of ID L
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: : 1, l!a't
SCPA Parcel View: 36-19-30-543-OK00-0140 Page 1 of 2
FOOTPRINT ..,.. .. :::.- Aairs
Parcel information L
Parcel 136 19-30-54.3-OK 0-
Owner($) B M F REN'DVAT Oi
Property Address 2008 SANFORD V
Mailing 106 CLEAR LAKE C
Subdivision Name x" L
Tax Distinct Si-SANFORD
DOR Use Code 01-SINGLEFAMI Y
Exemptions
2019 Work- 901 R t^.e+rtifiad
38
BASE
Legal Description
44 864 sf
LOT 14 SLK K
N H GARNERS 2NDApp TO
MARKHAM HEIGHTS j
PBIPG80 t
3_.
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund ..... 45,024 , O.
a...
45.029
Schools 45,029 0 45,029 '..
City Sanford 45,029 0 45,029
SJWM(Saint Johns Water Management) 45,029 0 45,029'I
County Bonds 45.029 0 45.029
Sales
Description Dale Book Page Amount Qualified Vac/Imp
WARRANTY DEED 6/1/2018 100 No Improved
WARRANTY DEED 8/1/2016 17,000 No Improved
QUIT CLAIM DEED 5/1/2016 100 No Improved
QUIT CLAIM DEED 6/ V2010 100 No Improved
QUIT CLAIM DEED 2fil2009 18,500 No improved
WARRANTY DEED 1/111996 100 No Improved
find Comparable Saiss
Land
Method Frontage Depth Units Units Price Land Value
FRONT FOOT &DEPTH 5200.13000 0.:. 300.00 14,820
Building Information
Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Ad) Value Repl Value Appendages
1 SINGLE 1925/1940 3 864 1,122 1,092 . SIDING 30,209 75,523 Qescnption AreaFAMILYGRADE3
ENCLOSED
I PORCH 228.00
FINISHED
OPEN PORCH 30.00FINISHED
Permits
Permit # Description Agency Amount CO Dale Permit Dale
02566 REROOF SANFORD $100 6/6/2018
http://parceldetail.scpafl.org/ParceiDetaillnfo.aspx?PID=361930543OK000140
1s
EPF
228 sf
12/6/2018
c-A
1pe cC, k, t 1C ol 1,K-1 s
3 2 -717 3
6,loofl
SCPA Parcel View: 36-19-30-543-OK00-0140 Page 2 of 2
01522 REMODEL ACCORDING TO PLAN (GENERAL REPAIRS) SANFORD $2.400 311/1997
Permit — County Property APPrai—pMce Far —1. ., q.-h.— coimarnmU a'—ft, W
Extra Features
Description Year Built Units Value New Cost
http://parceldetail.scpafl.org/ParccIDetaillnfo.aspx'?PID=361930543OK000140 12/6/2018
7/5/2018 Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts
b'pr
Product Approval
USER: Public User4Application
Detail Publications
Contact Us BCIS Site Map Links Search FL #
FL17676-R6 Application
Type Revision Code
Version 2017 Application
Status Approved Approved
by DBPR. Approvals by DBPR shall be reviewed and ratified by the
POC and/or the Commission if necessary. Comments
Archived
RMEWED
MR CODE CE Product
Manufacturer MI Windows and Doors Address/
Phone/Email 650 West Market Street R
MINER Gratz,
PA 17030 _. __ l 717)
365-3300 Ext 2560 DATE bsitlinger@miwd.
com Authorized
Signature Brent Sitlinger bsitlinger@miwd.
com C:`
it FI i sIa , tat I s" € Technical
Representative ).,vita
l€,a jd1,) `t,a__ Address/
Phone/Email` „ Quality
Assurance Representative I U`"= u 4 ,'t' Address/
Phone/Email " ' i") a F itta#
t'
ILr%
1. (t i1
l,l. Slai... *.... i ON ., i"" i1t ,i". N PILn.`y 4 vt?.. Category
Windows , ,Pazk+R 'i{, s{C}itf t3;; V i0LttiC0 NS Subcategory
Single Hung Compliance
Method Certification Mark or Listing Certification
Agency American Architectural Manufacturers Association Validated
By Steven M. Urich, PE Validation
Checklist - Hardcopy Received Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Product
Approval Method Date
Submitted Date
Validated Date
Pending FBC Approval Date
Approved Standard
AAMA/
WDMA/CSA 101/I.S.2/A440 Method
1 Option A 08/
23/2017 08/
30/2017 09/
09/2017 Year
2008
4
7 0 Ile
fi
Z j;
http://
www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGlo0f5hOztlg2H%2foVzRwgOyMps°/a2fjV2g%3d%3d 1/5
7/5/2018 Florida Building Code Online
Summary of Products
FL # Model, Number or Name Description
N 17676.1 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-50
Other: LC-PG35. Units must be glazed in accordance with
ASTM E1300-04.
17676.2 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-50
Other: LC-PG40. Units must be glazed in accordance with
ASTM E1300-04.
17676.3 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-45
Other: R-PG35. Units must be glazed in accordance with ASTM
E1300-04,
17676.4 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-47
Other: R-PG40. Units must be glazed in accordance with ASTM
E1300-04.
17676.5 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-47
Other: R-PG35. Units must be glazed in accordance with ASTM
E1300-04.
17676.6 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: LC-PG30. Units must be glazed in accordance with
ASTM E1300-04.
17676.7 3540 SH
36x74 Fin Frame
Certification Agency Certificate
CAC A C 155i
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
36x84 Fin Frame
Certification Agency Certificate
F[ 17 Z CPC: 154C Firs -3C?204-f1Jf
Quality Assurance Contract Expiration Date
07/27/2020
Installation Instructions
Fl l_'„> 6 P,6 11 I >i aII 3G ;H1 >.2 8
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
40x66 Fin Frame
Certification Agency Certificate
l_.pr:!_f_
Quality Assurance Contract Expiration Date
08/26/2019
Installation Instructions
ail 'j,, H n jQ'
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
44x63 Fin Frame
Certification Agency Certificate
I L I /t 1t, R6 C CAC AP C_ 540, Fw 14x )d!
Quality Assurance Contract Expiration Date
05/26/2020
Installation Instructions
3,:, 5 i t 'aI 401 a
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
44x72 Fin Frame
Certification Agency Certificate
Quality Assurance Contract Expiration Date
08/01/2022
Installation Instructions
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
44x84 Fin Frame
Certification Agency Certificate
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
7
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
52x84 Fin Frame
Limits of Use Certification Agency Certificate
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGlo0f5hOztlg2H%2foVzRwgOyMps%2fjjV2g%3d%3d 2/5
7/5/2018 Florida Building Code Online
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant; No
Design Pressure: +25/-25
Other: R-PG25. Units must be glazed in accordance with ASTM
E1300-04.
17676.8 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-50
Other: LC-PG35
17676.9 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-50
Other: LC-PG40
17676,10 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-47
Other: LC-PG35
17676.11 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: LC-PG30
17676.12 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: R-PG35
17676.13 3540 SH
s
Quality Assurance Contract Expiration Date
05/26/2020
Installation Instructions
i e :/j ei K6_1, FLI- 7 b R1
x>
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
36x74 Finless Frame
Certification Agency Certificate
s'S R^5 C Ca?C 354 `L7 >tY
Quality Assurance Contract Expiration Date
08/28/2022
Installation Instructions
F1:1 fjO1 - 01 52E?_i.pdr
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
fL I 7()-1()_R6 rAE _ 1,5.351B_j_251.{7t11,
Created by Independent Third Party: Yes
36x84 Finless Frame
Certification Agency Certificate
FEuLT(J _RG_C. C:AC 1pC 354Q i4;;--C tiAtLeff
Quality Assurance Contract Expiration Date
07/27/2020
Installation Instructions
f.a i' ' 372 i 9, {1.
Verified By: Luis R, Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
I L _._'.t 6 -k—n - F 51—'a 93 35- 0 L5 3,6't {.cif
Created by Independent Third Party: Yes
44x72 Finless Frame
Certification Agency Certificate
F€,;_/6 , R6_C., {_AC...Ar'C,`;'i4
Quality Assurance Contract Expiration Date
08/28/2022
Installation Instructions
F i 1 7ta C, {fit _ 4_1 _9£? 012147i- ;,li .clf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
r i. 76 " Fes' AF 51 , lS- }ti t
Created by Independent Third Party: Yes
48x96 Finless Frame
Certification Agency Certificate
Quality Assurance Contract Expiration Date
08/28/2022
Installation Instructions
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
1`L/31313ri f
Created by Independent Third Party: Yes
52x62 Finless Frame
Certification Agency Certificate
Quality Assurance Contract Expiration Date
08/27/2022
Installation Instructions
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
a
Created by Independent Third Party: Yes
52x72 Finless Frame
Limits of Use Certification Agency Certificate
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOztlg2H%2foVzRwgOyMps%2fjV2g%3d%3d 3/5
7/5/2018 Florida Building Code Online
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: R-PG30
17676.14 3540 SH
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25/-25
Other: R-PG25
17676.15 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: R-PG35. Units must be glazed in accordance with ASTM
E1300-04.
17676.16 3540 Triple SH
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-50
Other: LC-PG35. Units must be glazed in accordance with
ASTM E1300-04.
17676.17 3540 Twin Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-40
Other: R-PG35
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
52x84 Finless Frame
Certification Agency Certificate
Quality Assurance Contract Expiration Date
05/26/2020
Installation Instructions
i i -. ''.ts_ 6 R6 1` 08 0 i> i 9 52 1.1 l,clt
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
F t, ,l_U ¢) R'>1E :I -wt i54{7 I4 X81
Created by Independent Third Party: Yes
48x72 Fin Frame
Certification Agency Certificate
Quality Assurance Contract Expiration Date
07/20/2019
Installation Instructions
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
108x74 Fin Frame Triple CMS
Certification Agency Certificate
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
R6 E [ js l Sri i 1
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
73x71 Finless Frame
Certification Agency Certificate
Quality Assurance Contract Expiration Date
11/03/2020
Installation Instructions
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Con(gict Us :: 2,601 Blair Stone Road, Tallahassee FL 32399 Phon--1824
The State of Florida is an AA/EEO employer. C4Ryligbt 2007-2013 State gf Florida. :: Privacy Statement :: Accessibility Stat m t :: Refuno Staternen
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455,275(l ),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
t4 ecceck
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOztlg2H%2foVzRwgOyMps%2fjV2g%3d°/43d 4/5
7/5/2018 Florida Building Code Online
Gredit Gard
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGlo0f5hOztlg2H%2foVzRwgOyMps%2fjV2g%3d%3d 5/5
ELEVAT70N
2" typ.
36"
12" o.c"
max.
2" typ.
T_T_
12" o.c.
Max.
vn
a-*3 k'CLEARANCE
ALL FOUR SIDES)
FLASH,
BY OTHI
rAnchorSeeSection Del
10:
1
Min Edge 7/16"
L SHEATHING
Min Edge 7/16"
JAMB DETAIL
C 'NAIL FIN' IS A GENERIC TERM WHICH
MEANS MOUNTING FLANGE'.
NOT TO BE CONFUSED WITH '112' FRONT FLANGE)
HEAD DETAIL
IZE HEADER AS NEEDED
CAULK UNDER NAILING
FIN ENTIRE PERIMETER
BEFORE FASTENING.
SHIM AS
REQUIRED
DRYWALL
8 X 1-5/8" SCREW (SHOWN WITH j" SHEATHING)
MUST ACHIEVE 1-1/4" PENETRATION
INTO STUD.s
SILL DETAIL
Notes:
1. Installation depicted based off of structural
test report #C7327.01-109-47.
2. Wood screws shall satisfy the Notional
Design Specification for Wood
Construction for material type and
dimensional requirements.
3. Wood buck installations are assumed 2x
S-P-F (G=0.42) or denser. Buck width
shall be greater than the window frome
width. Tapered or partial width bucks
are not allowed. Wood buck shall be
secured to the structure to resist all
design loads.
4. Wood screw lengths shall be sufficient
to guarantee 1-1 /4" penetration into
wood buck.
5. Maximum shim thickness of 1/4"
permitted at each fastener location.
Shims sholi be load bearing, non -
compressible type.
These drawings depict the details
necessary to meet structural load
requirements. They do not address the
air infiltration, water penetration, intrusion
or thermal performance requirements of
the installation.
7. Installation shown is that of the test
window for the size shown and the
design pressure claimed. For window
sizes smaller than shown, locate
fasteners approx. 2" from comers and no
more than 12" on center. Design
pressures of smaller window sizes ore
limited to that of the test window.
SIZE AND DESIGN PRESSURE CHART
FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/ -50 UNITS UP TO 36' x 74"
SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS)
INSTALLATION INSTRUCTIONS
FASTENER SCHEDULE — FIN —
ffftum
M.R. 12-14-09
o wa
Windows & Doors 3540 Single Hung NONE 1 1
Gratz, PA
om,a.
3540-3240 SH FIN —
K
SIGNED: 0911512015
DWS AND IR
5501 VVEST MARKFT STPEFT S - L 4f1l,
E N - -4 ' - GRA TPA 17030--03761 Z, 5FRUS
3240/3540 HLANGt PVC SiNGII, HUNG 0 ED
WINDOW NON STEL , RFINFOK -IMPACT 36-'A" NOIFI) Ufi'
07 -,l 0 o*
Z0 RMt08-011
252 N7S05/231/
11 1 OF 5 1011111
j--- ,r: --- ---.
NUMBER OF ANCHOR LOCATIONS REQUIRED
Frame Frame W. dYa(ia)
Height 1800 1 24.00 30.00 3600
V in) Head Jamb Head iamb Head Jamb Head Jamb
24,00 2 1 2 1 2 2 2 2 2 2
3000 2 1 2 1 2 2 2 2 2 2
36,00 2 1 2 1 2 2 2 2 2 2
42,00 2 1 3 1 2 3 2 3 2 3
48.00 2 1 3 1 2 3 2 3 2 3
t 54.00 2 3 2 3 2 3 2 3
60.00
6600
2 3 2 3 2 3 2 3
2 3 2 3 2 3 2 4
71,
74 OO
2 3 2 3 2 4 2 4
2 3 2 3 2 4 2 4
SERIES 3240X3540 FLANGE PVC SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
35.0 PSF
50.0 PSF NONE
SIGNED., 0911512015
650 WcS7iMARK7i Srf RFFl*,\\,1R111L/oV//i
GRATZ
PA 17030 -037C ti X N9F iP iE
RiES 3 iA0/3 AG r iAN k ?"Jt; SN... r NG t5 py' 9 • * = S ALL
R INrORCEL WINDOW AdJN—I AC I4 E -VAIOty
TAT 4crz j— T HCa
c) 252 i i NT 05/
23/11 2 C" s TONAL ti\\\\
EXTERIOR INTERIOR
i
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES.
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOT SHOWN FOR CLARITY.
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 0911512015
DMssoiw S wA.,fJTREE R IL/oG?
C7TS
vRA"'. PA. 1 7v30-037G r .yet EN 4FgiP'.
RiES 24js aC t_ANGE PVC iIEL
i2 LNFGf2ICE[ JdNQ01"+ ita AZ`i_
J6
xh7GA" 51 #=
NS
AAT:rN AIi.S T p P.•'
OIpRiDP•
08 01252
X SJSjj IVAtA NE JS .,I23/1t "3 . G,*
NOTES
1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTME2112
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0911512015
kii WIM JO'ws AW) 0 6
650 WEST mARKET SJR,-,--, R. Lo
GRATZ, PA 17030-0370 rEN" -
SFRSF', 3240/3540 I-LAINGF PVC SINGttl HUNG 0 5 ix
S-'E-',7L RIIIFCRCED W)NDCW 36",74" NS-
ALLATON DlFrAi!s SSTAYeOnF- 0 A.
H 08
01252 Al-
j
L
VERTICAL CROSS SECTION
CONCRETEIMASONRY INSTALLATION
NOTES,
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH AS TM E2112
SIGNED: 0911512015
M,: WINDOWS AN11) DOOW ollililI)l/
6 O WF'! MARKFT STRFFT
6 S IR - L o4f '"
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http://parceldetail.scpafl.org/FootPrintlmage/361930543OK0001401_1.jpg 12/6/2018
CITY OF
1 *
y, &kNFORD PERMIT APPLICATION
BUILDING DIVISION
Application No. 4
Documented Construction Value: $ C
Job Address: J e- Historic District: Yes [I No
Parcel ID: Residential EA Commercial
Type of Work: New Addition Alteration `D Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: J6-<` C- f)
Phone: 4 „ , { , r f Fax: Email: "C G- 1" G ,I e 1 OAC, , 1
Property Owner Information
ff
Name :LY -f , `v t Phone: r rt Street:
I V (0 r'" Resident of property?: i4.; City,
State Zip: L Contractor
Information Name
t~t x. ty c tt u C._I c c i ck Phone: Street: V
Wl ti' C3i City, State
Zip:_'' Fax: State
License
No.: C 6 C' f 5() ci 1 Architect/Engineer
Information Name: & _V,-
N 5 c> q- k V 0 c 1 _ Phone: l - - `7 -
7 Street: Fax:
City, St,
Zip: ( r L E-mail: Bonding Company:
Address: 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. 1 certify that no work or installation has conunenced 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 ofapplication 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 may be additional restrictions applicable to this property that may be found 41 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, ES 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 out the current ICC Valuation'Fable 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
Print Owner/Agent's Name
Date Si ature ofCon actor/Agent Date
t
l cq
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building 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 Fixtu
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Fire Alarm Permit: Yes []No
WASTE WATER:
BUILDING: I. KA
R FMI D C0 P y
KEPLA=) DAMAGED MATEKIAL
A. 12'--0" ROOF PLAN
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Wood G90 Galvanized Twist Strap Strap Tie 20 gauge
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BUILDING CODE - 2017, 6th EDITION WIND
CODE ASCE 7-10 STRUCTURAL
LOADING THE
STRUCTURE HAS BEEN DESIGNED IN ACCORD
WITH THE BUILDING CODE AND/OR MORE
RESTRICTIVE REQUIREMENTS FOR LOADS
AS GIVEN BELOW UNLESS SPECIFIC AREAS
OF THE DRAWING SPECIFICALLY CALL FOR
DIFFERENT LOADING CRITERIA. GRAVITY
LOADING UNIFORM ROOFS.
SLOPED 4.
12_. ......... ___.. _...._.....20PSF REDUCTIONS
PER FBC 1607 STRUCTURAL
WOOD FRAMING AND SHEATHING ALL
DIMENSION LUMBER 2" AND LESS IN NOMINAL
THICKNESS SHALL BE SURFACE DRY AND
STAMPED BY AN AGENCY CERTIFIED BY THE
BOARD OF REVIEW OF THE AMERICAN LUMBER
STANDARDS COMMITTEE AND MANUFACTURED
IN ACCORD WITH PS 20-70.. MEMBERS
THICKER THAN 2" NOMINAL MAY BE SURFACED
GREEN MINIMUM SPECIES AND GRADES
SHALL BE AS FOLLOWS: SOUTHERN
PINE KD N0. 2 FD =1500 PSI, Ft = 825 PSI,
Fv = 90 PSI. Fcp = 565 PSI, e = 1.600,000 PSI. ELEVATION -
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FASTEN VVJTH IM COMMON NAILS MINIMUM w/ PLYCLIPS.
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Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: 'r, t
an agent of
of Company)
to be my lawful attorney-iii-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application, for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: s v-
License Holder Name: v
State License Number.
Signature of License Holder,
STATE OF FLORIDA,__,
COUNTY OF
The foregoing instrument was acknowledged before me this - 'dayday of _jk L.
200 6 , by I i-r>`-'-N, ; i- - i who isTqpersonally known
to me or o who has produced as
identification and who did (did not) take an oath.
ti
Signature
SHAWNA MARIE WARD
92759
am
iss ioq Iit FFFFFF
Notary Seat) 44--(o M fr i 5 S; 0 r, r
Print or type name Niay 1L2020r1ia
Notary Public - State of
Commission No.
My Coininission Expires:
Rev. 08,12)
Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #20181y37179 Book:9260 Page:1088; (1 PAGES) RCD: 12/6/2018 1:15:58 PM
REC FEE $10.00
THIS INSTR MENT PREPARED BY:
Name: o rn _1t. '-ono S,,
Address: X R 1.t3 #_.f~-e n&pnr`'
c;,_I L zj"r
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number. Parcel ID Number:
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.
DESCRIPTION OF PROPE TY: (L I des c lion the property and street dres if available)
I ;L ^7 -7
GENERAL DESgRIPTIONO,IE IMPROVEMENT:
t .!'YY2P ' fi• .8. u s S Gc>. 11 ('e.-,oc '
OWNER INFORMA
Address: ) 0 (o C e r
Fee Simple Title Holder Of other than owner) Name:
Address:
0-0-ra
Address: baba W f VWLW C)VeJ LAX.K-V— "%O-r4 r 1 <- 4-rtUrto Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(b), Florida Statutes. Name:
Address:
In
addition to himself, Owner Designates Of To
receive a copy of the Lienor's Notice as Provided in Section
713.13(1)(b), Florida Statutes. Expiration
Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different
date is specified) WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA
STATUTES, AND CAN 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
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under
penalties of perjury. I declare that 1 have read the foregoing and that the facts stated in it are true to
the best of my know) dge and belief. 22,"
L- ,t......-- r^r°a, !cam rr,-- / I Owners
Signature Owner's Printed Name Florida
Statute 713.13(1 Kg): ' The ownerrmn;t sign the notice of coinmenoemaMand noone else may be permitted to sign in his or her stand." State
of County of t /
The
foregoing instrument was acknowledged before me this . /10. day of _ . 201 G by ]
i /elf( r I/ 1 yt/ vt -- Who Is personally known to me Name
of person matdng statement OR
who has produced Identification -type of identification produced: DEMEBLANTON
R• KMY, COMMISSION 1 FF 178MEXPIRES:
February 25, 2019 Notwy SlgnMtKeBonded
Thnr Notary puM troderr*ers