HomeMy WebLinkAbout157 Edgewater Cir 17-1464; WINDOWSCITY OF SANFORD
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BUILDING & FIRE PREVENTION
PERMIT APPLICATIONMAY222017
Application No:
Documented Construction Value: $
Job Address: % Z—z&e l) ra 1n,' L' Historic District: Yes No 0
Parcel ID: 0' C ^ f_ - o U 0 o •-6I Cy t Residential 5 Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: &2 (01) ncjot3 Sz- Y 6 10 ni -C- 3 OF-
1l7'
Plan Review Contact Person: ern 1L anc,-c b Title: Pf s
Phone: 5S/ Fax: Email: 'Xicin Vq 610 Qpj- y-i• Corn
Property Owner Information
Name Dn Q l (C. Crowd Phone: 21 r78 -Q
Street: (55- -7 -Pclk4e Cr Resident of property? : )Z-eS'
City, State Zip:
Contractor Information
Name Mhn (j)I) 1G a° Phone: SH G - It / 5 5 5 `"I
Street: t)c T Ayn Ayze - Fax:
City, State Zip: rinr . "P L State License No.: W(_ iL b 112
Name:(
Street:
City, St, Zip:
Bonding Company: U14 r
Address:
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 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 applic laws regulating construction and zoning.
Signature of Owner/Agent Date Xignature of Contractor/Agent Date
xv
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
BRIAN A HOOVER
r MY COMMISSION # GG095752
41,o.M1,,•` EXPIRES May 17, 2021
Owner/Agent is Personally Known to —Me or
Produced ID _ Type of ID d0V IaG+.rs
1V d
rmt Contractor/Agent's Name
Signature of Notary -State of Florida Date
I I°',
ac : BRIAN A HOOVER
MY COMMISSION # GG095752
w•,•` EXPIRES May 17, 2021
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: BuildingRI Electrical Mechanical Plumbing[] Gas Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:
ZONING: UTILITIES: WASTE WATER: ENGINEERING:
FIRE: BUILDING: COMMENTS:
Revised:
June 30, 2015 Permit Application
iProperty Record Card
Parcel: 11-20-30-516-0000-0190
Owner: CROWL DONALD K
rsao xrv.atrxsw
Property Address: 157 EDGEWATER CIR SANFORD, FL 32773-4524 i
Parcel Information
Parcel 11-2 0-30-516-0000-0190
Owner CROWL DONALD K
Property Address 157 EDGEWATER CIR SANFORD, FL 32773-4524
Mailing 157 EDGEWATER CIR SANFORD, FL 32773-4524
Subdivision Name HIDDEN LAKE PH 3 UNIT 6
Tax District S1-SANFORD
DOR Use Code 0130-SINGLE FAMILY WATERFRONT
Exemptions 00-HOMESTEAD(2002)
Legal Description
LOT 19 __..._..._._.,._...._.
HIDDEN LAKE PH 3 UNIT 6
PB 38 PGS 77 & 78
vTaxes
m
Value Summary
2017 Working 2016 Certified
Values Values
Valuation Method Cost/Market CosUMarket
Number of Buildings 1 1
Depreciated Bldg Value $95,138 83,055
4-- ________. __
Depreciated EXFT Value $2,400 1 $2,400
Land Value (Market) 35,000 35,000
Land Value Ag
Just/Market Value 1 $132,538 120,455
Portability Adj^
Save Our Homes Adj 1 $44,992 1 $34,710
Amendment 1 Adj
Adj 3_...
j
Assessed Value 87,546 1 $85,745
Tax Amount without SOH: $1,601.00
2016 Tax Bill Amount $905.00
Tax Estimator
Save Our Homes Savings: $696.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
SJWM(Saint Johns Water Management) # 87,546,1 50,0001 37,546
Schools 87,546 25 000 I 62,546
County General Fund 87,546 $50,000 I 37,546
City Sanford 87,546 } 50,000 37,546
County Bonds ~(
y J
87,546^ ' 50,000 37,546
Sales
Description
s_
Date Book Page Amount Qualified Vac/Imp
I
QUIT CLAIM DEED 1/1/2001 04009 1546 100 t No Improved
V
FINAL JUDGEMENT i 5/1/2000 03844 1030 100 j No Improved
WARRANTY DEED 7/1/1998
A
03470
6
0117 ! 86,000 Yes _ Improved
WARRANTY DEED 11/1/1989 f 02128 1185 79,100 i Yes 1 Improved
WARRANTY DEED 02100 37,600 No Vacant
t find Comparable Sates
Land
Method Frontage Depth Units Units Price Land Value
LOT I 0.00 1 0.001 11 $35,000.00 1 $35,000
Building Information
Description !
Year Built
e I Fixtures 1 Bed ( Bath I Base Area ( Total SF i Living SF I Et Wall I Adj Value I Repl Value I Appendages
RECORD COPY
Parcel: 11-20-30-516-0000-0190 Building No.: 1 Page No: 1
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
SANFORD 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
v\-OING
SANF p4tD
FO
I t
R W R W Building Consultants, Inc.
U Consulting and Engineering Services for the Building Industry
D
C P.O. Box 230 Vairico. FL 33595 Phonc 813.659.9197
Florida Board of Professional Engincers Certificate of Authorization No. 9813
Product
Sub Category Manufacturer Product Name
Category
Sliverline Building Products Corporation Series 2900/4900 - Model 2901/4901
1 Silverline Dr. Weather Stopper"
Window Single Hung
North Brunswick, NJ 08902 Extruded Vinyl Single Hung Window
Phone 732.436.1000 Impact'
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) forSilverl-ineBuilding Products Corporation based on Rule Chapter No. 61G20-3, Method 1d of the State of Florida Product
Approval, Department of Business & Professional Regulation. RW
Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations:
1.
This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding
the "High Velocity Hurricane Zone" (HVHZ). 2.
Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or
stucco. 3.
When used in areas requiring wind bome debris protection, this product complies with Section 1609.1.2 of the FBC and does not require an
impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM E1996. 4.
Site conditions that deviate from the details of drawing FL-14911.9 require further engineering analysis by a licensed engineer or registered
architect. 5.
See drawing FL-14911.9 for size and design pressure limitations. Supporting
Documents: 1.
Test Report No. NCTL
110-15665-1 NCTL
110-15665-2 NCTL
110-16675-3 NCTL
110-16675-2 2.
Dade -County NOA 14-
0423-16 3.
Drawing No. No.
FL-14911.9 4.
Calculations Anchoring
Test
Standard Testinq Laboratory AAMA/
WDMA/CSA 101/LS.2/A440-08 NCTL ASTM
E1886-05/ASTM E1996-09 NCTL AAMA/
WDMA/CSA 101/I.S.2/A440-11 NCTL ASTM
E1886-05/ASTM E1996-09 NCTL Materials
Testinq Saflex•
PVB Interlayer (Eastman Chemical Company) Prepared
by RW
Building Consultants, Inc. (CA #9813) Prepared
by RW
Building Consultants, Inc. (CA #9813) 5.
Quality Assurance Certificate
of Participation issued by Window & Door Manufacturers Association,
certifying thatSilverl-ineBuilding Products Corporation is manufacturing products
within a quality assurance program that complies with 190/
IEC 17020 and Guide 53. Sheet 1
of 1 Signed by
Robert H.
Zeiders, P.E. Robert H.
Zeiders, P.E. Robert H.
Zeiders, P.E. Robert H.
Zeiders, P.E. Signed & Sealed
by Lyndon F.
Schmidt, P.E. Signed & Sealed
by Lyndon F.
Schmidt, P.E. Lyndon F.
Schmidt, P.E. FL PE
No. 43409 312712015
Silver" Lind
byAndersen
WINDOWS•DOORS
SERIES 2900/4900 - MODEL 2901/4901
WEATHER STOPPER"
EXTRUDED VINYL SINGLE HUNG
WINDOW
IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building
Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as fisted and spaced as shown on detalls. Anchor embedment to base
material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind tome debts protection this product complies with Section
1609.1.2 of the FBGand does not require on impact resistant covering. This product meets missile
level'D" and excludes Wind Zone 4 as defined inASTM El 996.
4. Far 2x slud framing construction, anchoring of these unitsshaB be thesome as that shown for 2x buck
masonry construction. 5.
Site conditions that deviate from the details of this drawingrequire. further engineering analysis by a licensed
engineer a registered orchitect. TABLE OF
CONIENM SHEET# DESCRIPTION
I Typical
elevation, design pressures 6 general rates 2 Hos¢
ontal 6 ve",w crop sections 3 Horizontal
A,.ver ical cross sections 4 Buck
A frame onchorirg 5 Components
6 Bill
ofmateriae. gig deteft 6 component# 520• MAX,
OVERALL FRAME WIDTN•
xOVERALL 36ilxMAX'`
GLISSF DESIGN PRESSURE(PSF); DIMENSION DIMENSION,
POSRIVE NEGATIVE;; 52.d'
x 73.0" 47.0" x 33.75" G1,G2 50.0 50.0 36.0".
x 76.0" 31.0" x 3525" G1,G2 50,0 50.0 NOTE: Max
overall frame height and width occur on separate units N 111`
a; M E
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2 3 4 EXTERIOR
Q 3
INTERIOR
2 3 3
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20
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G1 G2 4 3
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Z 3
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EXTERIOR
0 9 GI G2
wm 10124111 _
N.T.S. _
vw. er: KVEMB. TYR.
1 HORIZONTAL CROSS SECTION 2 VERDCAL CROSS SECTION LFS e
FL-14911.9 0
mm 2 ar 6 p
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H 920 10 qln n
GI G2
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EX TERIOR 4 MIFRIOR.
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EMB.IYP.
2 VERTICAL CROSS SECTION
1 HORQONTAL CROSS SECTION 3 shown w/IX vb-buok A
3 Slwwn w/IXsk
5
OM36OR G1 G2 THMMIR ExTERIOR G1 G2 INTEl"
W
4
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20 20 8
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4 VERTICAL CROSS SECTION LF a
Fl-14911.93VERTICALCROSSSECTIONSopfiad —mw sa
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9 EXiR DED VINYL JAMB i, EIIfRUDy_ ED 7NY4 NE_ADE% 4 EATRUDED VINYL fLL &I
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Smh Ma Wck 6
FL-, 4911.9
sacr 5 6 p
BILL OF MATERIALS
REM DESCRIPTION MAR:RIAL
A 1%BUCK SG>=0.42 WOOD
B 2X BUCK SG >= 0.42 WOOD
C 1!4" MAX. SHIM SPACE
D I/4"X2-3/4"PfH FLCO ORfiW CONCRETE SCREW STEEL
E MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE
F lOX2"PFH SMS STEEL
G 10 X 2-3/4" PPH SMS STEEL
H 1/4"X3-1/4''PFH ElCO ORITW CONCRETE SCREW STEEL
1/4"%3-3/4"PFH ELCO-0RfIW CONCRETE SCREW STEEL
1 EXTRUDED VINYLPVC WINDOW HEADER #2902 VINYL
2 EXTRUDED VINYL PVC WINDOW MEETING RAIL #2907 ` VINYL
3 E7CTRUDEDVINYL PVC SASH TOP RAIL LOCK #2908' VINYL
4 EXTRUDED VINYL PVC SILL #2903 VINYL
5 EXTRUDED VINYL PVC SASH LIFT RAIL BOTTOM #2949 ` VINYL.
6 EXTRUDED VINYL PVC SASH GLAZING BEAD # 1227' VINYL
1 EXTRUDED VINYL PVC SASH INTERLOCK GLAZING BEAD #1257 VINYL
9 EXTRUDED VINYL PVC JAMB #2901 ' VINYL
10 EXTRUDED VINYL PVC SASH STILES #2905 • VINYL
12 INTERCEPT SPACER STEEL
13 DOW 995 SILICONE SILICONE
I5 SUPERSPACER SPACER
20 ALUMINUM 6063-T6 SASH REINFORCEMENT BY SILVERLINE #2967 ALUMINUM
21 ALUMINUM 6105-TS INTERLOCK REINFORCEMENT BY SILVERLINE #502609 ALUMINUM
22 ALUMINUM 610ST5 MEETING RAIL REINFORCEMENT 8Y SILVERLINE #50-2608 ALUMINUM
30 SASH LOCK BY SILVERUNE ROTO LOCK
31 KEEPER ARACHMEM SCREW #6A x 3/4"PFH ZINC PLATED STEEL
32 BX 1"RAT ZINCPLATED STEEL
35 SIDE LOCK OMEGA SHOE
36 SASH LOCK BY SILVERLINE CAM LOCK
37 KEEPER ATTACHMENT SCREW #6A %3/4" PfH ZINC PLATED STEEL
38 8 X 1"FLAT ZINC PLATED SCREW STEEL
12
W OVERALL
THK. GLASS
CD
AIRSPACE i,•'•••.•••.•.•• >°n
3/37'ANNEALED Jnitlnlli, g"
0.090"SAFLEXO PVB INTERLAYER
i m i
I
3137 ANNEALED
I/Z'GLASSBITE i ' 13
GLAZING DETAIL
3a
GI
zN
15
5/8"OVERALL z3 jgM. GLASS
Z m wo
i/B'•ANNEALED
D AIR SPACE
3/37'ANNEALED 3
o
0.090'SAFLIXS PVB INTERLAYER a '
m
3/37 ANNEALED
ImcAssI
13 mBE
G! GIA NG DET t
n=
zwEo
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BEPRODUCED o
BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". o ' 0 i
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1D REI R EMENZ ZT FO EMEM Z2 EINFORC ENT oxnwwc xo.:
rz
Jamb a Bottom^ ma Tap h Mwfing FL-1491 1..9 0
sin a 6 a