1704 Sanford Ave - BR18-004727 - GARAGE DOORr
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: L/
Documented Construction Value: $ 2600.00
Job Address: 1704 SANFORD AVE Historic District: Yes No Q
Parcel ID: 36-19-30-508-OA03-0000 Residential ® Commercial
Type of Work: New Addition Alteration Repair El 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 HALL, ELIZABETH
Street: 1704 SANFORD AVE
City, State Zip. SANFORD, FL 32771
Name WILLIAM WALDEN
Phone: 407-417-7178
Resident of property? : YES
Contractor Information
Phone: 321-284-8290
Street: 244 OBRIEN RD Fax: 877-225-0658
City, State Zip: FERN PARK FL 32730
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
State License No.: CRC1330671
Arch itect/E ng I neer 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 r+ `
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction t
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.
F[#C 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Sei Edition (2014) Florida Building Code
Revise& June 30, 2015 Permit Application
e
w
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.
Date
Print Owner/Agent's Name `/
Signatur,"t. State ofFlorida Date
THtWAS G SEESING
MY GGP,4MI !ON # FF993354
EXPIRE'S 1Aay 18, 2020
fAQ7{ 39a463 rorfc}allotpryS&rvie8.cprtt
Owner/Agent is Personally Known to Me or
Produced ID lj Type of ID rD / I-
ti ti
Signature of Contractor/Agent Date
WILLIAM WALDEN
Print Contractor/Agent';
2._
Contractor/Agent is X Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
COMMENTS:
ENGINEERING:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: -%-- I • 14 - 19
Revised: June 30, 2015 Permit Application
11 /'20/2018 SL:PA Parcel View: 36-19-3U-5U8-UAU3-000U
N Parcel: 36-19-30-508-OA03-0000
r rKre,os Property Address: 1704 SANFORD AVE SANFORD, FL 32771
i
Parcel Information Value Summary
Parcel 36-19-30-508-OA03-0000
Owner(s) HALL, ELIZABETH
Property Address 1704 SANFORD AVE SANFORD, FL 32771
Mailing 1704 SANFORD AVE SANFORD, FL 32771
Subdivision Name PARKERQaEga
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(2003)
In
r--
r M
2019 Working i 2018 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 82.407 78,668
Depreciated EXFT Value 522 488
Land Value (Market) 16.740 16,740
Land Value Ag
J is rk> 99,669 95,896
Portability Adj
Save Our Homes Adj 17,177 15,101
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 82,492 80,795
Tax Amount without SOH: $1,019.27
2018 Tnx Bill Amount $735.82
Tax EstiMgtor
Save Our Homes Savings: $283.45
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
PT OF BLK A DESC AS BEG 166.54
FT N OF SE CDR RUN N 60 FT W 124FT
S 60 FT E 124 FT TO BEG BLK A
MARKHAMS PARK PROPERTY
PB 1 PG 79
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 82,492 50,000 32,492
Schools 82,492 25,000 57,492
City Sanford 82,492 50,000 32,492
SJWM(Saint Johns Water Management) 82,492 50,000 32,492
County Bonds 82,492 50,000 32,492 i
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 1/1/1996 03925 1791 62,500 Yes Improved
WARRANTY DEED 9/1/1990 Qom$ 1IO 48,000 Yes Improved
WARRANTY DEED 11/1/1984 Q192 0590 52,200 Yes Improved
Land
Method Frontage Depth Units UnitsPrice Land Value a
FRONT
FOOT & DEPTH 60.00 124.00 0 300.00 16,740 Building
Information I
i h n rr •to httn://
naroalciPtaiLsrnnfl.nro/ParcwlDPtaiilnfn.asnx?pin=1619305080Af1 onn0 1/2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 11 /21 /18
I hereby name and appoint: Thomas Beesi
an agent of: Precision 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):
13 The specific permit and application for work located at:
1704 SANFORD AVE
Street Address)
Expiration Date for This Limited Power of Attorney: N/A
License Holder Name: William Walden
State License Number: CRC1330671
Signature of License Holder: (,:, t :" ! ' 1, ' i 'N
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this 21 day of NOVEMBER
200 18 , by William Walden who is Mpersonally known
to me or o who has produced as
identification and who did (c d nQ1) take arygath
Notary Seal)
Signature
Print or type name
Notary Public - State of Florida
Commission No.
My Commission Expires:
Rev.08.12)
11/2012U18 parcel(letaii.scpati.org/FootprintPage.aspx*?PI D=36193U50b0AU3000U&BLlJUN0= 1 &PAUF-NU= 1
Parcel: 36-19-30-508-OA03-0000 Building No.: I Page No: 1
tIEVIEWED FOR COOE COMPLIANCE
PLANS EXAMINER
DATE
httn-llnarr.eltle.tpkil,-r.nafl.nmIFnntnrintP.qnp-;;r,nw?PID=36lq3O5OAOAn.ionon&Ri nGN0=1&PA(.FN0=1 1/1
f,
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address 1704 SANFORD AVE
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.floridabuildinci.org.
The following information must be available on the jobsite for inspections:
I. 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 690 16X7 FL16660.14-R10
Roll Up
Automatic
Other - OVERHEAD
2. Windows
Single Hung
Horizontal Slider
Casement
Double Hung
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
0-
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
Underlayments
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
Category Subcategory Manufacturer Product
DesqnPtion
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
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
Applicant's Name
Please Print)
June 2014
fi
F
14
Door Height
7' - 0" Shown
See chart
below for other
door heights
D
2 3 4 5
Door Width 16' - 2" Shown
See chart below for other
door widths
r'— T Bracket ntDETAILDA (sheet 2 of 3) SpetailJ (shei 3)3) NOTE: For lite options see Sheet 3 of 3.
6 7 _ --
NOTE: Track configuration above
the tloor opening does not affect
the wind load rating of the tloor.
Slide Lode or Lock Bars
Detail G (sheet2 of 3)
Manuel door locks ore
required unless on outomi
661" +/-
i 541" +/- 3"
I
221" +/- 3"
8
F
Bracket
sheet 2 of 3)
acket
et 2 of 3)
E
E
Bottom Bracket `— End Hinges L Strut 8 Strut Attachment `— Intermediate Hinge 4" +/- 3", Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) Digitally signed by John E. Scales P.E.
C Date: 2018.08.0717:51 58 -05'00'
L
This product has been evoluoted per ANSI/DASMA 108 for stoat air pressure. Jamb bracket quantities shown are for use NOTICE:
NIIIIUi j
C a
Model Number with grade 2 or better southern pine jambs. These orowings are a supplement to t • 4 j4
PAN C248a8 A2490 SERFS Supporting structure! elements ore to be the installation instructions for o No. S1designedbyoregisteredprotessiondtengineerPANC24618R248tSE7iESforspecificwindleads.
standard door and only covers those
Procedures that vary from standard
PAN C24706.7e SMIES door instohotion.
PAN Door Total Ota 1Y at $IR1SS if these specific
followed, 4C24106 ._to_ 2410 PAN C2471 d R2471 SERE$
Heigh NO of t"l.eamgas J811
11 1" BlktSJS'
procedures ore not the door
may not as designed. i"0%' 11E (1f
PAN C24M&R24M PAN C2472 a R2472$EMS geCti0f1S lroraw N
perform
8 PANc248i&R248iseim PAN R2560 SERIES PAN C2011 SERIES 6'-0" 4 4 3 NOTICE: jO1ii- PANC2482AR2492
PAN
R2580 SERIES PANR2561SERIES
PANC2015SERIES PAN
R2570 SERIES PAN 6'-
3' 4 q 3 may p TherilesectionofthisdooroberelacedIONJ` withasectionwithanotherlicestyleor0B C2411SERIFS6'-6" 4 4 4 solid section. In either case the strut and Ifl PANR2581SERIESPANR2571SERIESPANC2415SERIES8'-9' 4 4 4 s0e configuration should remoin the some. PANR2582SERIESPANR2572SERIESPANC2511SERIESJohn E Scales, P.E. Door
wRitlls7'
9.1-32 Ares
Center Censer Center T
0" 4 4 4 NOTICE: 2560 King Arthur Blvd. Ste 124-54 Up
To End Stile Billet HI Impact
Stiles
Hin Stiles HJJ
7'
8' S 5 5 Oniy one lite section per Lewisville, Texas 75056 10'-
Y S' k 2 2 asistant
1
1 p-9. 5 5 5 door is permitted. The Florida P.E. # 51737 41
Sngle 2 2 22
NO 2
2 22 NO 8'-
0' S 5 5 life sction con be used anywhere
except for the 14'-
2" 2 Single 3 3 2 2 3 Max;mum section height is 21 in. bottom section. if the FL#16650,13 Professionof Engineer seal ofiootlnwipro 31
S' ie 3 3 3 3 3 Maximum door height is 16 ft. 1,te section is not theverification tap
virnd
cA A
1 Single 3 3 3 3 3 A1I doors, even those obove The testetl NO
section then the18'-YstrutsmustDeIoaotedis2•PAN200asERMSWLffESWIND 20'-Y 1 Single 4 4 4 4 5 height, are available with jamb brackets as shown in the STRUT CONFIGURATION
k ..
LOADS mloNAL000R orcommercialfullangle. The maximum ThisProductisdesignedandsoldbyPSF. The AHJ or Engineer of Record ;s responsible for determining spacing of the jamb brackets/trock clips specon
page 3of3. DE SIGNPRESS11WE18.3V-204MA the
PSF required for any given site, be maintained. 11AtINaa1 1yL4000-p194-18-20L BEY. D 11411111T:
Mvs GTEC11tMe tn415 1tY. OA77fG &r3ri8 1
uww+p»4 MODEL(Sk Sa Si1ee13 St t7:1 3 2345678
1
DETAIL A
E
3rt
0
PUSH NUT
7/16"
See DETAIL K for push nut
placement.
ADJUSTABLE TOP FIXTURE
12 Go
TEK SCREW
1/4" X 3/4" Hex Washer Head
Self Drilling (4 per Bracket)
VD STILES
A INTERMEDIATE STILE
18 Go Galvanized Steel
o 4 o INTERMEDIATE HINGE
18 or 14 Go Galvanized
o o Steel
TEK SCREW
0 1/4" X 3/4" Hex
Washer Head Self
DETAIL D °
11'ing (4 per H;nge)
DETAIL E
3
LOW HEADROOM
TOP BRACKET
o WiTH AND
O "HOuT GRACE A a 00
00 p kC as oa
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIALCOMMERCIALForStandard, High For Standard, High
For Low Headroom & Vertical Uft & Vertical Ufte
With 2" Track and With 2" Track and With 3" Track andSingleEndStilesSingleEndStilesSingleEndStiles
B)
oEr. 0
F-1 o
0 0
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTYForStandard, High & For Low Headroom With
Vertical Lift With 3" Track 3" Track and DoubleAandDoubleEndStilesEndStiles
ALTERNATE BOTTOM BRACKETS
NOTE: The bottom bracket tested (shorn in DETAIL C) is the lightest bracket
ovoilobie.
2 3
4
PUSH NUT
7/16-
See DETAIL K for push nut
placement.
TEK SCREW
1/4' X 3/4' Hex Washer Head
Self D,;ll;ng (2 per Bracket)
OW HEADROOM TOP
3RACKET
3 1/4" x 3 1/4" E STRUT
18 Go 70 KSI Minimum
Galvanized Steel
1 1 4
34rr
TEK SCREW
f
1/4" X 3/4' Hex Washer
Head Self Drilling (2 per
End & Intermediate Stiles)
DETAIL J
5
31r
s A
DETAIL F
1/4" x 2 3/4" E STRU
8 Go 70 KSI Minimum
dtvcn;zed Steel
24"
TEK SCREW 4
1/4" X 3/4" Hex Washer
Head Self Drilling (1 per En
Intermediate Stiles)
6
D HINGE
Go Golvonrzed Steel
TEK SCREW
1/4" X 3/4" He. Washer Heod
Self DrMIng (6 per Hinge)
NOTE: This spew shoved be
located below the prepxIched hole
and go through the hinge, end stile
and skin edge
PUSH NUT
7/16"
See DETAII K for push nut
placement.
8
SCREW
X 3/4' He. Washer He
Drilling (3 per Bottom 81ackety1 F
BOTTOM BRACKET
13 Go Golvon;zed Steel
PUSH NUT
7/16"
See DcTAII K for push nut
placement.
DETAIL C °
TTDM SEAL
E
JAMB BRACKET SLIDE LOCK or
12 GC Golvonized I LOCK BARS
iteet not required with
operator) Maximum
a 1/2"
i DETAIL KBOLT & NUT
1/4-20 X 5/8" There should be o
Carriage Bolt & TEK SCREW space of moxintl
D1/4-20 Hex Wosher a 1/4' X 3/4" Hex Washer 1/2" between the railer
Nut (1 per Jamb Bracket) Heod Self Drilling (4 per hub and the outsideedgeoftherollerDETAILGSlideLock)
holder which is set by
the push nut.
DETAIL H
in. of1 ' DOOR SKIN Mir,
1
M,n,mm 25 Ca,C.N-zed Panted Steel f 1"
BOLT h WASHER
5/16' x 1 5/8' Log Solt dr 2' 0.a VERTICAL TRACK - 2' Nom;nol WOOD JAMB
x 7/16' I.D. Flat Washer 13 Go GoNoazed Steel tested. The vertical wood jambNOTE: Jamb bracket must be ;n 3- Nominal 13 Go ;s also fasteners may oe counter sunk
direct contact ith the 2x6 (No approved as on cheroot'. to provide a flat mountingdrywalltltoed). surf0ce. See jamb attachmentNOTE: The flat rasher ;s not +equired details on sheet 3 for attachingforanglemount. jambs to the structure.
4 5 6
BRACKET NOTE
OLT
16 x 1 5/8' Log Bolt
I per Flag Brackef).
BOLT & NUT
1/4-20 X 5/8" Track
Solt & 1/4-20 Hex
Washer Nut (2 for Horizontol
2 for vertical Track)
I I
32rr,_L___,J
ROLLER
2" Diameter Nominal
Eleven Bom Nylon or
Ten BON Steel With
o Minimum Workable
Shaft Length Shown.
Details on some views omitted
for Clarity.
Double end stiles and end
hcrdwore may be required on
wider or heavier doors.
No. 51737
t •
0 'Is STAUOF 1 1
j ORMIN'
John E Scotes, P.E.
2560 Knq Arthur Blvd. Ste 124-54
Lewisville, Texas 75056
F3oridc P.E. # 51737
C
93
F#i6s$o.is Professional Engineer seal prov;ded only forverificationofwindloadconstructiondetails.
6ESCBMTIWk
Ill' PAN200a SER1ESWR.ITESWINp
LOAD SF(TRJNAL DOOR
R DESICN PRFSSIrRF+111.4PSF A
IUW MM.: WL-2000-0194.18-20L REV. D
m •we.. MAMI T: MVS INUIPA&M 1,24115 MY.!EL' 8118
m arrwr~s+4 MODELP See Shect 3 SNW.2 OF 3
7 8
1 2 1 3
FASTENER TO CONTINUE
PAST HEADER t—t
F
2 X 6 GRADE 2 OR BETTER SOUTHERN
I PINE JAMBS.
I SEE CHART FOR WOOD JAMB ATTACHMENT
I o TO BUILDING STRUCTURE.
I
OPENING OPENING
E
L"—
HEIGHT WIDTH
MAXIMUM ON
CENTER SPACING
FIRST FASTENER 4'to 10'
ABOVE THE FLOOR
U
C
LIE
SEC ION
6 LIE
SE ION E
A
4 SECTIPVS SSECTIONS 4SECTIONS S
WITH LITE SECTION AT TOP
1 1
L
4 5 _ 6 7 8
MODEL NUMBERS AND LITE OPTIONS
NOTE: GLASS OPTIONS ARE AVAILABLE IN DSSMINIMUM, ACRYLIC, POLYCARBOKATE. TEMPEREDAND INSULATEDCLASSWTS,
LITE OPTIONS AVAILABLE F
MODEL NUMBERS CARRuu;E RANCH sTANOAao cor.,.e,.,
NOTE: 2X6 mounted tothe wall must beSouthern Piro Grade 2 or bedor.
IONS 6SECTICNS asECTJONS 6MCFfart$ SSECT10NS 7SECnCHS 7SOMNS 7SE77IONS 7SE7Tp1S 4$ TIcw aSECncHs
WITH LITE SECTION ANYWHERE EXCEPT THE TOP AND BOTTOM SECTION
STRUT CONFIGURATION
2 3 1 4 5
I PAN C2011 SERIES 1 X X
PAN C2015 SERIES X X
PAN C2411 SERIES X X
PAN C2415 SERIES X X
PAN C2511 SERIES X X
PAN C2410 & R2410 SERIES X X X
PAN C2460 & R2460 SERIES X
PAN C2461 & R2461 SERIES X
PAN C2470 & R2470 SERIES X
PAN C2471 & R2471 SERIES X
PAN C2472 & R2472 SERIES X
PAN C2480 & R2480 SERIES! X
PAN C2481 & R2481 SERIES X
PAN C2482 & R2402 SERIES X
PAN R2560 SERIES E X
I PAN R2561 SERIES X
PAN R2570 SERIES X
j PANIR2571SERIESX
PAN R2572 SERIES X
PAN R2580 SERIES Xl.
PAN P2581 SERIES X I
PAN R2582 SERIES X
38172• 38177 17 14• 211- 21172•
101/2' x 70 114' x 91f1' x9 1N'
DAY LIGHT OPENING )DLO) - WIDE x TALL
CLNfe•. i1
No, 51737
ST,%TE OF
BFLORiQ, S,
John E Scates, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville, Texos 75056
Florido P.E. b 51737
FL #16650.13 Professional Engineer seoi provided only forverificotiono1windloodconstructiondetails.
DESC007101k
IV ?'PAN 2W() SCRIES WiLTTESWIND
Y LOAD SUMONAL DOOR
a SECT1ON5 aSECTIONS DESIGN PRESSURE*18.V-24.4PSF
r Os11mxL* WL-2000.0194-18-20L I tEV. D
wlrm pays BdTEeNiMl7rzafs E.e11c an la
a te»++ '
MODEL{Sr See Shea 3 I mm.3 OP
6 7 8
E
C
8
A
T. INyry FLORIDA
Building Division
Residential Permit Card
PERMIT NO. BR18-004727 ISSUE DATE: 01/17/2019
CONTRACTOR: PRECISION DOOR SERVICES PERMIT TYPE: Alteration
JOB ADDRESS: 1704 SANFORD AVE
WORK DESCRIPTION: Replace Garage Door
Post this permit in a conspicuous location outside - Approved plans must be posted with permit for inspection
Leave all work uncovered until inspected and approved - Permit expires 6 months from date of issue or last approved
inspection
PROTECT FROM WEATHER
REQUIRED BUILDING INSPECTIONS
FINAL DOOR
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.
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 FBC105.3.3
11/2012018 parceidetaii.scpati.org/F(>otpnntPage.aspx'?PID=3619:305080AU30UOU&BLU(3NO=1 &PAGEN0=1
I -- ,
Parcel: 36-19-30-508-OA03-0000 Building No.: I Page No: I
REVIEWED FOR CODE GOMPLIANCE
F ------ GO
FILA38 EXAMINER
DATE
httn:lln,qrr.el(ipt,qil.sr.nafl,nroIFnntnrintP,qof-.,a,;nx?PID=.'l6lq3O5OROAO.InOnO&RI, DG NO=IAPA(.FNO=l 1/1
f
City of SanfordIMI
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address 1704 SANFORD AVE
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.floridabuildina.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 690 16X7 FL16660.14-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
1 0
Category / Subcategory Manufacturer Product
Desqnption
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
Underlayments
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
1%
0
Category / Subcategory Manufacturer Product
Des ri tion
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
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
Applicant's Name C, -X
Please Print)
June 2014
E
F
Door Height
7' - 0" Shown
See chart
below for othe
door heights
I
2 3 4
Door Width 16' - 2" Shown
See chart below for other
Top Bracket door widthsDETAILA (sheet2 of3)
5 6 7 8
1
NOTE: Track configuration above f
the door opening does not offect 1therimdfoodrat;"g of the door. F
Flag Bracket4DetailH (sheel2 00)
SINGLE STEEL END STILE
16 Ga Galvanized Steel
Jmae LOCK Or LOCK Nets i
Detail G (sheet 2 of 3)
Monuoi door locks are
required unless on outomot;c
operotor is installed.
1
E
3" if ,
222" +/- 3"
no Bracket E
sheet 2 of 3)
0
Bottom Bracket "-- End Hinge Strut & Strut Attachment L Intermediate Hefge 4" +/- 3" - Detail C (sheet 2 of 3) Detail 8 (sheet 2 d 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) 10" +/- 3"
C This Product has been tested per TAS 202-94 and ANSI/DASMA 108-05 (and —12) for static oil pressure. Jamb bracket quantities shown ore for use with grode 2 or better southern pine
This product has been tested per TAS 201/203-94 and ANSI/DASMA 115-05 (and —12) for Sorge missile impact jombs.
and cyclic wind pressure. Supporting structural
wind foo
ore io be designed by o registered professional V E• 8, //
Model Number engineer for specific wind toads. 1i HT _60&2_60SERIES Door Total # of Jamb NOTICE: Total # ofStruts These drawings ore o supplementHT61 & 2_61 SERIES Height Sectiau er Side .
IHT6382_63SERIES fi'-0' 4 q 5 to the ;nstollction instructions for "• j No•51737
HT 64 & 2 kl SERIES HT 10 & 2 10 SERIES 6'-3' 4 q 5 t standard door and any covers ' HT _70 8 2 70 SERIES HT 12 & 2 12 SERIES 6'-6' 4 4
stone procedures that vary from
6
these
standard door mstouot;on. a .. 0 STA1EOF a .
HT 80 & 2_80 SERIES HT _71 8 2 71 SERIES HT 14 & 214 SERIES 6'-9' 4 4 6 these specific procedures ore not +
HT _81 & 2 81 SERIES HT 72 & 2_72 SERIES HT _16 & 2_16 SERIES fouowed, the door may not It % \ r 7'-0' 4 4 6 perform os designed. ///`'+(iR1.\\ IBHT _82 & 2 82 SERIES H7 _73 $ 2_73 SERIES HT _32 & 2 32 SERIES
HT _90 & 2_90 SERIES HT _74 8 2_74 SERIES HT _33 & 2 33 SERiE 7.-9' S 5 /////8I4Ni ',\\` 8
Odor widths Des' n Pressues End Center Center Center Impact 8'-0' S 5 7
j
To
447.74-53.9
Backers Stiles Hin Soles Hin Stiles
f!H!inoesResistant John E Scates. P.E. 2" Si le 2 2 1 1 2 NO
Mo.;-- section height ;s 21 in. 2560 King Arthur Blvd. Ste 124-542' -45.0 Single 2 2 2 2 2 2 NO Maximum door height s 16 it. Lewisville, Texas 75056
14'-2" 34.2 1 -38.7 Single 3 3 3 3 NO Ai! doors, even those above the tested height, IMPACT RESISTANT Florida P.E. N 51737
16'-2' ore avoiloble with jo-b brackets or commerclol30.0 -33.9 Single 3 3 3 3 3 3 YES full angle. The mox;mum spacing of the iamb Professional Engineer seal provided only for18'•2'
j30.0
8 -26.8 Single 3 3 3 3 3 3 NO brackets/troek cf;ps should be moin1c;ned. FL #16660.14 verf;cotlon a' rind rood construction details. 20'-2' .3 -21.8 Single 4 4 4 4 5 5 NO 6ESCB TION: 10'-2" -33.9 Single 2 2 1 1 2 2 YESts•±^ HT nao, Sao. 2aaa saosEAtesAWINDLARDSFCTtO1:Al, DOOAl2'-2" .0 -33.9 Single 2 2 2 2 2 2 YES a 1'`,4s. aWIKDESIGN rAessECcONAL OOR A14'-2- .0 -33.9 Si le 3 3 3 3 YES -. T-.
This - rta! signed b w1k1 a 1t Wt.-0600-019q 3033 tom. Fproduct ;s designed and sold by PSF. The AHJ or Engineer of Record ;s responsible for determir;ng the Digitally 9 by E. Scates P.E. Otnwtf. Mvs unaawe ltv
0-
3 mr,µtt v3rfaPSFrequiredforanygivensite. Date: 2018.08.1008:35:41-05'00' ss' MO123aj5
j 6EtjS1; Sec Shea 3 SHEET: I OF 3'
6 E 7 8
F
161
0
DETAIL A
3..
2
PUSH NUT
7/16"
See DETAIL K for push nut
placement.
ADJUSTABLE TOP FIXTURE
12 Go
TEK SCREW
1/4' X 3/4" Hex Washer Head
Self 01;JI;r,g (4 per 8rocket)
INTERMEDIATE HINGE
18 or 14 Go Galwon;zed Steel
TEK SCREW
1/4" x 3/4" Hex Washer Head
Self Dri ing (4 per Hinge)
aOTE: The location of the
ntermediote hinges is
n,dicoted by the toggle
DETAIL D lack dimples at the top of
each section.
3
LOW HEADROOM
TOP BRACKET
DETAIL E
o WITH AND
ot
ITOUT BRACE 0 a0
C
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL
COMMERCIAL For Standard, High For Standard, HighForLowHeadroom & Vertical Lift & Verticol Llfte
With 2" Track and With 2" Track and With 3" Track andSingleEndStilesSingleEndStilesSingleEndStiles
B
o
D
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTYForStandard, High & For Low Headroom With
Vert;col Lift With 3" Track 3" Track and DoubleAandDoubleEndStilesEndStiles
ALTERNATE BOTTOM BRACKETS
NOTE: trill OaIIom aracket tested (mown )n ZETAll C) 3s the (y+htest orocketOvo;lome.
1 2
4
PUSH NUT
7/16"
See DETAIL K for push nut
placement.
TEK SCREW
1/4" X 3/4" Hex Washer Head
Self Drilling (2 per Bracket)
OW HEADROOM TOP
3RACKET
3 1/2" x 4" E STRUT
18 Go 50 KSI Minimum
Golvonlzed Steel
7-4"7
32r.
TEK SCREW
1/4' X 3/4' Hex Washer
Head Self Drilcog (2 per
End & Intermediate Sliles)
I
Maximum
1/2
DETAIL K
There should be a
space of maximum
1/2" between the roller
hub and the outside
edge of the roller
holder which is set by
the push nut.
31. 2
ROLLER
2" Diameter Nominal
Eleven Soil Nylon or
Ten Boil Steel with
o Minimum Workable
Shoft Length Shown.
F1
DETAIL F
D HINGE
09
EK SCREW
Go Galvanized Sleet 1/A X 3/4" Hex Wosher HeadttSelfDrilling (3 per Boom Bracket)
BOTTOM BRACKET
TEK SCREW 13 Go Golvon;zed Steel
1/4" X 3/4' He. Washer Heod
Self Drilling (6 per Hinge) PUSH NUT
PUSH NUT 7/16"
7/16. See TAi K for push nut
See DETAILK for push nut placement.
placement.
DETAIL C BOTTOM SEAL
4MB BRACKET
2 Go Gwvcn;zed Steel
BOLT & NUT
1/4-20 X 5/8' Carnage
Sat & 1/4-20 He. Washer
Nut (1 per don:b Bracket)
DETAIL H
1
POLTORETHAKE FILLED DOOR SECTIONf1"
V,,;; 01 26 Go Goivon;zed PO;nted Steel Skins
i
BOLT & WASHER VERTICAL TRACK - 2' Nom;nOi
S/16' x 1 5/8' Lcg Boll & 2' GO, 13 Go Goivarfzed steel tested. WOOD ,1AV87/16' I.D. Flat Washer 3" Nom noI 13 Go is otso The vert;cot wood JambNOTE. JOmb araaket mast all +n aPpl-Od ¢s - alitll.le. fasteners moy be Counter sunkdirect <Ont¢Cl 11rth the 2.6 (No to provide ¢ fiat moans 'gdrywall5uHace. See jamb Ottocnmertt
onNOTE: A 5J8' m ;mot D.D. nat Wosher details sheet 3 for wlw_n;nynotpro;a.d) isA roga;rsd for angle jambs to the structare.
mount.
3 4 5 6
E
SLIDE LOCK or LOCK BARS
not required with operator)
TEK SCREW
1/4" X 3/4' Hex Wosher
Head Self Dnl;ng (4 per
Slide Look) D
DETAIL G
NOTE: Details on some views omitted for clarity.
Double end stiles and end hardwore may berequiredonwiderorheavierdoors.
FLAG BRACKET
zi/////
BOLT
s 5/16 x 1 5/8" Log Bolt
4 per flog Bracket), No.51737 i
BOLT & NUT t*
1/4-20 x 5/8' Track Bolt STATE OF
1/4-20 Hex Washer Nut
2 for Hor;Iontol & 2 for iORS0*ol
Vertical Track)
John E Scales, P.E.
2560 K;ng Arthur Blvd, Ste 124-54
IMPACT RESISTANT Lewisville, Texas 75056
Florida P.E. B 51737
FL #16660.14 Professional Engineer seal provided only forverificationofWindloadconstructiondetails.
DESCRUMOW
7S IONWINDWADSECT L DOOR
DESIGN PRESSURE -30,0-33.9PSF
Ms_ }YtA lf: MVS IDATE l lINI"31 III JIM &lib RIOOELP.
Sec %. 3 Sow.2 OF 7
8 C
n
A
F
14
n
C
7
A
F
1 2 3 4
FASTENER TO CONTINUE
PAST HEADER
OPENING
HEIGHT 2X 6 GRADE 2 OR BETTER SOUTHERN A,
PINE JAMBS.
SEE CHART FOR WOODJAMS ATTACHMENT
TO BUILDING STRUCTURE.
F
o
MAXIMUM ON
CENTER SPACING{
FIRST FASTENER 4'to iO-
ABOVE THE FLOOR
OPENING
WIDTH
WOOD JAMB ATTAf'.HMFfJT
Ma*`w AbvraDk
51rUChne Fastener Type EMmbtlnMr a clnlsrSWM T,MunLoneMin. 2500 PSI b Tapcon. {PLl1S)2' PSI Cancre% 1/4- w/ 1. ODwasherSouBrem5140M24' Z1.SW24-' Pue 1 1/8'OD wastw 1.50' 620 €
Spnwe
24'
Fine Fir 318"L911/8' OD washer 1.50' 48224"
NOTE: 2X6 mounted b ft wall must be Swgwn Pine Grade 2 or hew
2 i 3 7 4
5 6 j 7
MODEL NUMBERS
8
F
1
0
C
No- 51731
qwn0F
John E Scales, P.E.
2560 K;nq Arthur Bivd. Ste 124-54
IMPACT RESISTANT Lew056
Flora '
Ile'
P.E.#
7
7Fior;dc . 51737
FL#16660.14 Professional Enq;neer seal prov;ded only forverif;eot;on of wand Toad construction deto;is.
DESCDOt710H:
1s AcoAo,DSK-TIONA.LVA.Ut1TIDOOR AFSXWPRFSSLRF7+30e•339 PSF A 1111AWWRG:
WL-0600-0194-3033 I M. F MVS
lYif OglNei0/i5/13'RP/. UM V3118 I— a
Wgnm ISMODEL)S): See Shut 3 SHEET-3 OF 3 6
7 18