110 Crocked Pine Dr - BR18-004501 - GARAGE DOOR REPLACEMENTM
Job Address: 110 CROOKED PINE DRIVE Historic District: Yes [INo
Parcel ID: 1120-30-506-0000-0630 Residential 0 Commercial
Type of Work: New Addition Alteration Repair 0 Demo Change of Use Move
Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE
Plan Review Contact Person: CHARLES MERINO Title: INSTALL MANAGER
Phone: 321-284-8290 Fax: 877-225-0658 Email: CMERINO@PRECISIONDOOR.NET
Property Owner Information
Name BAKER, DONALD, Phone: 407-967-9629
Street: 110 CROOKED PINE DRIVE Resident of property? : YES
City, State Zip: SANFORD, FL 32773
Contractor Information
Name WILLIAM WALDEN Phone: 321-284-8290
Street: 244 OBRIEN RD Fax: 877-225-0658
City, State Zip: FERN PARK FL 32730 State License No.: CRC1330671
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: 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 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 hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction
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 ` y
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 ofthe 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.
q - >B
ignature of Owner g Date Signature of Contractor/Agent Date
Print Owner/Agent's
Signature INY Y,
THOMAS G BEESING
MY COMMISSION # FF993854
dfF.,,' EXPIRES May 18, 2020
Owner/Agent is Personally Known to Me or
Produced ID Type of ID L--
WILLIAM WALDEA
Print Contractor/A n s
Signature of tarytoo lorida at CHARLES
E. MERINO MY
COMMISSION 4 FF940114 gp
@ FXpIRES December 01. 2019 Cont
Qnt is )iaKaa - -I to Me or Produce
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: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
of
Heads UTILITIES:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures, Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING: '
3e II. M (S Revised:
June 30, 2015 Permit Application
10/31/1U1 d parceidetaii.scpati.org/FootprintPage.aspx'?PI D=112U3U50b000UU(330&BLD VNU=1 &PAGEN0=1
T r
RECORD COPY
Parcel: 11-20-30-506-0000-0630 Building No.: 1 Page No: 1
REVIEWED FOR CODE COMPLIANCE
L
PLANE INER
1t,
XAA
DATE
SANFORD BUILDING DIVISION
ERMIT ISSUED SHALL BE CONSTRUED TO BE A
NSE TO PROCEED WITH THE WORK AND NOT AS
ITHORITY TO VIOLATE, CANCEL, ALTER OR SET
E ANY OF THE PROVISIONS OF THE TECHNICAL
S, 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
18-45.01
httnl/nary.PlriPtail.srnafl.nrn/FontnrintPana.asnx?PID=112(13050Emnnn0630R8LDGN0=1RPAGFN0=1 1/1
i
Product Approval Specification Form
Permit #
Project Location Address 110 CROOKED PINE DRIVE
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging
Sliding
Sectional HAAS MODEL 600 16X7 FL16660.10-R10
Roll U
Automatic
Other - OVERHEAD
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
I
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
6. Shutters
Accordion
Bahama
Colonial
Roll u
E ui ment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature, L } l''
Applicant's Name
Please Print)
June 2014
Door
8'-0"
See
below i
doom
Cox -7
Door Width 16' - 2" Shown NOTE: Trock configuration above
the door opening does not affect
the wind Iood rating of the door. JGG VI 101 VUV- IVI VIIIGI
door widths
Top Bracket
DETAIL A (sheet 2 of3)
mm
SINGLE STEEL END STILE
16 Ga Galvanized Steel
1 1 r
leight
Shown
chart
Dr other
eights
Slide Lock or Lock Bars
Detail G (sheet 2 of3)
Manual door locks are
required unless on automatic
o erator is installed.
541
3"
222 +
1/-
3"
6N"
3"
3"
1
3812„
Bottom Bracket \ End Hinges L Strut & Strut Attachment- Intermediate Hinge 4" +/- 3" -J
Detail C (sheet 2 of3) Detail B (sheet 2 of 3) Detail E (sheet 2 of3) Detail D (sheet 2 of3)
Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs.
This product has been evaluated per ANSI/DASMA 108 for static air pressure. Supporting structural elements ore to be designed by a registered professional engineer for
specific wind loads.
Model Number
HT 60 & 2_60 SERIES
HT jl & 2_61 SERIES
HT 63 & 2_63 SERIES
HT_64 & 2_64 SERIES
HT _70 & 2_70 SERIES HT _10 & 2_10 SERIES
HT _71 & 2_71 SERIES HT _12 & 2_12 SERIES
HT _80 & 2_80 SERIES HT _72 & 2_72 SERIES HT _14 & 2_14 SERIES
HT_81 & 2_81 SERIES HT_73 & 2_73 SERIES HT _16 & 2_16 SERIES
HT_82 & 2_82 SERIES HT_74 & 2_74 SERIES HT_32 & 2_32 SERIES
HT An 97 9n SERIES n," am ccaicc HT 33 & 2 33 SERIF
Door Widths
Up To
Des' n Pressures
sf - st
End
Stiles
Center Center Center Impact
ResistantStilesHingesStilesHingesStilesHinges
10'-2" 1 38.6 Single 2 2 1 1 2 2 NO
12'-2" 26.9 32.2 Single 2 2 2 2 2 2 NO
14'-2" 24.8 1 -27.7 Single 3 3 2 2 3 3 NO
16'-2" 21.8 24.3 Single 3 3 3 3 3 3 NO
1872 77.2 19.2 Single 3 3 3 3 3 3 NO
20'-2" 14.0 15.6 Single 4 4 4 4 5 5 NO
Bracket
sheet 2 of3)
Jamb Bracket
a'I F (sheet 2 of 3)
NOTICE: - \\ O•'68gde\4-4.... These drawings are a supplement to the
installation instructions for a standard door
and only covers those procedures that vary ... No .51 —7
from standard door installation. If these
specific procedures are not followed, the door * #
may not perform as designed. i.p :STATE OF: •"
0,XoR%P,.
L
John E Scates, P.E.
Digitally signed by;John E. Scates P.E. 2560 King Arthur Blvd. Ste 124-54
Date: 2018.08.10 08 42:06 -05'00' Lewisville, Texas 75056
Florida P.E. # 51737
FL #16660.10 Professional Engineer seal provided only for
Maximum section height is 24 in. verification of wind load construction details.
Moximum door height is 16 ft.
This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the All doors, even those above the tested height, are available
i
PSF required for any given site. with jamb brackets or commercial full angle. The maximum
spacing of the jamb brackets/track clips should be
maintained.
DoorHeight Total
No. of
Sections Total # of Struts JambBrkts/Side
6'-0" 3 4 4
6 -0' 4 5 4
6'-3' 4 5 4
6'-6" 4 5 5
6'-9" 4 5 1 5
T-0" 4 5 5
T-3" 4 5 5
T-6" 4 5 5
7'-6" 5 6 5
7'-9" 4 5 5
7'-9" 5 6 5
8'-0" 4 5 5
8'-0" 5 6 5
1 2 3 4 1 5 1 6 7 8
PUSH NUT
7/16 24" END HINGE TEK SCREW
PUSH NUT
7 [
H See DETAIL K for push nut 14 Go Galvanized Steel 1/4" X 3/4" Hex Washer Head
F See DETAIL K for push nut placement. Self Drilling (3 per Bottom Bracket) F
placement.
FIXTURE
TEK SCREW
1/4" x 3/4" Hex Washer Head
0 TEK SCREW ®
BOTTOM BRACKET
13 Go Galvanized SteelADJUSTABLETOP1/4" x 3/4" Hex Washer Head
12 Go Self Drilling (2 per Bracket) Self Drilling (6 per Hinge)
a
o PUSH NUT
TEK SCREW LOW HEADROOM TOP PUSH NUT See6DETAILK for push nut 1/4" x 3/4" Hex Washer Head BRACKET 7/16" placement. SelfDrilling (4 per Bracket) See DETAIL K for push nut DETAIL
A DETAIL B placement. DETAIL C BOTTOM
SEAL LOW
HEADROOM E
TOP BRACKET E
3u
24
3 1/4" x 3 1/4" E STRUT INTERMEDIATE
HINGE 18
Go 70 KSI Galvanized Steel 18
or 14 Go Galvanized Steel 1, I JAMB BRACKET TEK
SCREW 3A
2
Go Galvanized Steel SLIDE LOCK or LOCK BARS not
required with operator) 001/4" x 3/4" Hex Washer Head Self
Drilling (4 per Hinge) 31' 4a
o
TEK SCREW aflasher
NOTE: The location of BOLT & NUT Head Self/Drilling 9 ( per D
the intermediate hinges o
TEK SCREW 1/4-20 x 5/8" Carriage Slide Lock) I
indicated by the is1/4" x 3/4" Hex Washer Bolt & 1/4-20 Hex Washer ° lock
dimples at togglePDETAIL
D thetap of each section. DETAIL E Head
Self Drilling (2 per End &
Intermediate Stiles) Nut (
I per Jamb Bracket) DETAILFDETAIL G WITH
AND WITHOUT
BRACE °0 00 0o NOTE: Details on some views omitted for clarity. 0
o a o 0 0 Double end stiles and end hardware may be 9
0 0 o required on wider or heavier doors. C CDqMaximum
f- 8ct9 // RESIDENTIAL &
LIGHT COMMERCIAL COMMERCIAL 1/2" FLAG BRACKET COMMERCIAL
For Standard, High For Standard, High DETAIL K CD o ° o oa> No 51737 1 ForLowHeadroom & Vertical Lift & Vertical Lifte With
2" Track and With 2" Track and With 3" Track and There should be a space of BOLT Z
Single
End Stiles Single End Stiles Single End Stiles maximum 1/2" between the x 1 5/er
Flag Braa cket). LagBolt
4 0 (
4STATEOF roller hubandtheoutsideppimp'• :i B edge
of
the roller holder which is
set by the push nut. UT
oO
BgTPOXNS/8" Trock Bolt 1/4-
20 Hex Washer Nut 0 •,• P; `?\`
t`SORQ.Q`. s Ni
y``\ B2 for
Horizontal & 2 for 0 r1
Vertical
Track) John E Sca P.E. 256D King
Arthur Blvd. Ste 124-54 oo Lewisville.
Texas 75056 n 32
Florida
P.
E. b 51737 COMMERCIAL HEAVY
DUTY COMMERCIAL HEAVY DUTY With ROLLER,,/
FL #1666010
Professional Engineer seal provided only for verification ofwindloadconstructiondetails. For Standard,
High & For Low Headroom 7, DESCRIPTION: Vertical Lift
With 3' Track 3" Track and Double 2 Diameter Nominal ri, DETAIL Hto'z-RTeoo,700,±000,90oa9DoSER¢s WIND A
and
Double
End Stiles End Stiles Eleven Ball Nylon or 6.ff PRESSECTIONAL43DOOR PS Des,aNPRESSUREa,.s-2a, rff ALTERNATE BOTTOM
BRACKETS Ten Ball Steel with u ,"; - DBIIBnxa
xa: WL-0600-0194-08-22-24 BEY. D NOTE: The
bottom bracket tested (shown in TDE AIL C) is the lightest bracket available. a Minimum Workable Shaft Length
Shown. W '" OMYM IT:
MVS DATE7MMM: 727115 BEY. DIME: 8/3/18 a .E
nm, MODEL(S): Su Sheet 3 SHEEI:2 OF 3 1 2
3 4 5 6 7 6
M
OPE
HEI
FASTENER TO CONTINUE
PAST HEADER
2 X 6 GRADE 2 OR BETTER SOUTHERN
PINE JAMBS.
SEE CHART FOR WOOD JAMB ATTACHMENT
TO BUILDING STRUCTURE.
DING
3HT
MAXIMUM ON
o
CENTER SPACING
FIRST FASTENER 4" to 10"
ABOVE THE FLOOR
I OPENING
VVIO 111
WOOD JAMB ATTACHMENT
MhYnum MhFnum MaxFnum Atloweh4SWClufOFastenerTypeEmmerrtDktaiwSpeahpSWInggTI-
Min. 2500 PSIto4000PSIConcrete Tapcon + (PLUS) 1 /4" w/ 1" OO washer 2" 2.50" 5.00" 24" 551
Southern Pine 318' Lag w/
1118,OD washer 1.50" 1.50" 1.50" 24" 620
Spruce Pine Fir 3/8" Lag w/
1 1/8' OD washer 1.50" 1.50" 1.50" 24" 482
NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better.
1 3/8", 1 3/4", 2" & 3"
Min. POLYURETHANE FILLED DOOR SECTION Minof1" Minimal 26 Go Galvanized Painted Steel Skins of 1"
77VBOLT & WASHER VERTICAL TRACK - 2" Nominol WOOD JAMB5/16" X 1 5/8" Lag Boll & 2" O.D. 13 Go Galvanized Steel tested.
x 7/16" I.D. Flat Washer 3" Nominai 13 Go is also The vertical wood jamb
NOTE: Jamb bracket must be in approved as on alternate. fasteners may be counter sunk
direct contact with the 2,6 (No to provide a flat mounting
drywall oilowed). surfoce. See jamb attachment
NOTE: The flat washer is not required details on sheet 3 for attaching
for angle mount. jambs to the structure.
MODEL NUMBERS
MODEL NUMBERS AVAILABLE
HT_14 & 214 SERIES
HT_16 & 216 SERIES
HT_32 & 232 SERIES
HT 33 & 233 SERIES
HT 10 & 2 10SERIES
HT_12 & 212 SERIES
HT 60 & 2 60 SERIES
HT_61 & 261 SERIES
HT 63 & 2 63 SERIES
HT 64 & 2 64 SERIES
HT_70 & 270 SERIES
HT 71 & 271 SERIES
HT_72 & 2_72 SERIES
HT 73 & 2_73 SERIES
HT _74 & 2_74 SERIES
HT_80 & 280 SERIES
HT_81 & 2 81 SERIES
HT_82 & 282 SERIES
HT 90 & 2 90 SERIES
American Tradition 900 SERIES
No. 51137.
or
t
i
STATE OF
John E Scoles, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville, Texas 75056
Florida P.E. # 51737
FL #16660.10 Professional Engineer seal provided only forverificationofwindloadconstructiondetails.
10/31/2018 SGPA Parcel View: 11-2U-3U-506-UUUU-U630
Property Record Card
Parcel: 11-20-30-506-0000-0630
Property Address: 110 CROOKED PINE DR SANFORD, FL 32773-5627
Value Summary
2019 - , - Working
alues
2018 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 130,127 124,169
Depreciated EXFT Value 600 600
Land Value (Market) 30,000 30,000
Land Value Ag
JL1St/M' a' r'lle't Value 160727 ... ...
Portability Adj
Save Our Homes Adj 74,713 i $70,524
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 86,014 84,245
Tax Amount without SOH: $1,871.13
2018 Tax Bill Amount $626.69
Tax Estimator
Save Our Homes Savings: $1,244.44
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 63
HIDDEN LAKE PH 3 UNIT 2
PB 27 PGS 48 & 49
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 86,014 1 86,014 0
Schools 86,014 25,500 60,514
City Sanford 86,014 50,500 35,514
SJWM(Saint Johns Water Management) 86,014 50,500 35,514
County Bonds
z_-, .. ... . ....... . . ........... ... . . . .....
86,014 50,500
z ..... ..... . .
35,514
Sales
Description Date Book Page Amount Qualified
CC
Vac/Imp
WARRANTY DEED i 9/1/1983 01488 0506 $61,700 Yes Improved
Building Information
Year BuiltDescription Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective
1 SINGLE 1983 6 1 2.0 1,476 1,962 1,476 CONC $130,127 $155,375 Description Area
FAMILY BLOCK
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LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 10/31 /18
I hereby name and appoint: Thomas Beesing
an agent of: PrariSinn Door Service
Name of Company)
to be my lawful attorney -in -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:
110 CROOKED PINE DRIVE, SANFORD, FL 32773
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name 1Arilliam Walden
N/A
State License Number: CRC1330671 `
a '
Signature of License Holder: t-C'120 ' ~
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this
200 18 , by William Walden
to me or who has produced
identification and who did (did not) take math.
Notary Seal)
Print or type name
31 day of OCTOBE
who is iXpersonally known
Notary Public - State of Florida
Commission No.
My Commission Expires:
Rev. 08.12) :, ; 'A.k CHd.IRLSS S 1,41NO
FF940114
MY c0;11SStON
c ember 01, 2019EXPIREDei '
k;rp °° '-""V" .cocr
egg. 53 F!o[idallo+a'Y
4C / i
REQUMED INSPECTION SEQUENCF
Footer Setback
Remwa-11
Fbundati-mi / Form Board -Survey
Sfab-/'M-ono Sla-b-Prepour
Lintel / Tie- Beam / Fill Down Cell
Sheathing Walls -
Roof
I Roof Dry In
Frame.
Insulation Rough In-
iFirewall Se'rew Pattern
Drywall / Sheetrock
Lath Inspec,ti-oh
Final Solar
FinatRoof .l; Final
Stucco- /,Siding Insulation
Final Final
Utility', Building - Final
Door Final!
Wind-dyr Final
Scr-een.Room Final..
Pool Screen Enclosure. Mobile
Home Building Final Pre -
Demo Final
Demo. Final
Single jYwnly Residence, FinaI.5ufldi3;
1g (Other) RMVTSMD, June
2014 Addmowq! A
I
Inspe'
flom
Descu.Mom Electric• Underground
Footei fSlab
Steel Bond Electric Rough
T.U.
G. Pre -Power
Final Electric Final
mim Mar.
I MR. Inspe
flon
DescriEflom J.' I
Plumbing Underground I Plumbing
Sewer Plumbing Tub
Sete Plumbing Final
burl Max
ImsRecoom Description Mech ='*cal
Rough Mech. ='*cal.
Final min I
max—AIrm edIlonI.JlDescr dom I Gas
Underground Gas Rough
I Gas.
Final