HomeMy WebLinkAbout121 Bristol Forest Trl; 18-3827; GARAGE DOORJob Address: 121 BRISTOL FOREST TRAIL Historic District: Yes No E
Parcel ID: 22-19-30-502-0000-0820 Residential Q Commercial
Type of Work: New Addition Alteration Repair
X
Demo Change of Use Move
Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE
Plan Review Contact Person: CHARLES MERINO
Phone: 321-284-8290
Name NG, CHUN W
Title: INSTALL MANAGER
Fax: 877-225-0658 Email: CMERINO@PRECISIONDOOR.NET
Street: 121 BRISTOL FOREST TRAIL
City, State Zip: SANFORD, FL 32771
Name WILLIAM WALDEN
Street: 244 OBRIEN RD
City, State Zip: FERN PARK FL 32730
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Property Owner Information
Phone: 407-929-8400
Resident of property? : YES
Contractor Information
Phone: 321-284-8290
Fax: 877-225-0658
State License No.: CRC1330671
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender: Avest Central Mortgage Company
801 John Barrow Rd. Ste. 1
Address: Little lock, .AR 72205
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
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. 1 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't' Edition (2014) Florida Buildirr" Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
041 00-= K -
Signature of Owner/Agent
Chun Wah N,
Print Ownc[/Aee
Date
P."Y /'%1..1,ISS10N # FF940114
Ce enber 01, 2019
Owner/Agent is Personally Known to Me or
Produced ID -r- Type of ID -Ar,&Z
Signature of Contractor/Agent Date
WILLIAM WALDEN /57
Print Contractor/Agen ' Name
ignature of Notary- tate of Flon D to
CHARLES E. MIERRNO
k ° T 1'AY COIVII,QiSS!0N # FF9401 14
EXPIRES December 01, 2019
FioridahotaySerrce.cerc
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:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 15F4(• Z' l t
Revised: June 30, 2015 Permit Application
IISEQUJRIEIID INSPECTION SEQUENCECE
CIF{YiL.`L ILr'_IC I iiN1vY1L ....... ... MllIIIl Max- I ns ecdori ](Dese ' on,
Footer / Setback
1 1IlIIIl Max kn Moon DeseIl'Il DtIlOIIIl
S temwall Electric. Underground
Foundation / Form Board. Survey Footer / Slab Steel Bond
Slab [Moll'o Slab Pre our Electric Rough
Lintel / Tie Beam / Fill / Down Cell T.U.G.
Sheathing Walls
Pre -Power Final
Sheathing —'Roof Electric Final
Roof Dry In
Frame
InsulF Rough In b ((p i V
NR
ewall Scion ew Pattern Min Marx. I<n ee n®n Drywall /
Sheetrocic IlDn
tn®n Plumbing
LathInspectionUnderground Plumbing
FinalSolarSewer Final
Roof Plumbing TuSet Final Stucco / ,
Siding Plumbing Final Insulation Final
Final Utility',
Building Final Door
I Final Window -
Final Screen.
Room r/( kill I,`Ii1G,`
LWu•211L Q,,u.J[YIC,i401vWI1 Final. Pool
Screen Enclosure Mnn Marc: Inns ection IIDesc]rn 4:.-- ile MobHomeBuildingFinalPre -Demo Mechanical
Rough Final Demo Mechanical.
Final Final Single Family:
Residence Final. Building Other
Min Marx Irms
eetinn. nese rll 4noIlIl Gas Underground Gas
Rough i
Gas FinalR
EVES1EIlD: June
2014 i
Description Date Book Page Amount Qualified VacJlmp
WARRANTY DEED i 12/1/2004 05563 1074 $190,300 Yes Improved
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 08/27/18
I hereby name and appoint: Thomas Beesing
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):
IN The specific permit and application for work located at:
121 BRISTOL FOREST TRAIL
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: r JLaLA11,-- n
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this 27 day of AUGUST ,
20M 18 , by William Walden ;o is Xpersonally known
to me or who has produced
identification and who did (did not) take an oath.
Notary Seal)
Print or type name
Notary Public - State of _
Commission No.
My Commission Expires;
Florida
Rev. 08.12) 4aY.n CHAR'L.ES E. [VIERCM0
A is MY COPV,? I SSION ## FF940114
fr-
EXPiR ES— December 01 2019
as
parceldetail.scpati.org/FootprintPage.aspxAPl D=22193U5U2000UU8ZU&BLDUN0=1 &PAV ENU=1
Parcel: 22-19-30-502-0000-0820 Building No.: 1 Page No: 1
REVIEWED FOR CODE COMPLJANCE
PLANS EXAMINER
41- , l9>
DATE
I
SANFORD BUILDINQ 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
x`
CODES, NOH SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS, NG
CONSTRUCTION OR VIOLATIONS OF THIS CODE
SANFORD
18-38.27
httn-llnarceldPtail.scnafl.nrn/FnntnrintPanP.asnx?PI D=2219305n2nnnnnR2n&RLDGNO=1 R PA('ENC)=1 1 /1
Product Approval Specification Form
Permit #
Project Location Address 121 BRISTOL FOREST TRAIL
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 2480 18X7 FL16660.26-R9
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
A-
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
10'-
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
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 O &UyI'1
Applicant's Name
Please Print)
June 2014
Q ie)-. Lj. , I e r-\
Door Height
8' - 0" Shown
See chart
below for other
door heights
r— Top Bracket
DETAIL A (sheet 2 of 3)
Bottom Bracket — End Hinges
Detail C (sheet 2 of 3) Detail B (sheet 2 of 3)
Door Width 16' - 2" Shown
See chart below for other
door widths
Strut & Strut Attachment — Intermediate Hinge
Detail E (sheet 2 of 3) Detail D (sheet 2 of 3)
This product has been evaluated per ANSI/DASMA 108 for static air pressure.
This product has been evaluated per ANSI/DASMA 115 for large missile impact and cyclic wind pressure.
Model Number
PAN C2460 It R2460 SERIES
PAN C2410 & R2410 SERIES PAN C2461 & R2481 SERIES
PAN C2480 & R2480 SERIES PAN C2471 & R2471 SERIES
PAN C2481 & R2401 SERIES PAN C2472 & R2472 SERIES PAN C2011 SERIES
PAN C2482&R2482 SERIES PANR2560SERIES PAN C2015 SERIES
PAN R2580 SERIES PAN R2561 SERIES PAN C2411 SERIES
PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES
PAN R25R9 SFRIF3 PAN R9579 SERIFS PAN G9541 RFRIFS
Door Widths
Up To
Design Pressures
lost psf
End Stile Center
Stiles Hin es
Center
Stiles HingesStiles
CenterHinges ImpactResistant
10'-2" 49.7 55.5 Double 4 2 3 1 5 2 NO
12'-2" 41.5 46.3 Double 5 2 5 2 5 2 NO
14'-2" 35.7 39.8 Double 6 3 5 2 7 3 NO
16'-2" 31.3 34.9 Double 7 3 7 3 7 3 YES
18'-2" 24.7 27.6 Double 7 3 7 3 7 3 NO
20'-2" 20.1 22.4 Double 9 5 9 5 11 5 NO
10'-2" 31.3 34.9 Double 4 2 3 1 5 2 YES
12'-2" 31.3 34.9 Double 5 2 5 2 5 2 YES
14'-2" 31.3 34.9 Double 6 3 5 2 7 3 1 YES
This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the
PSF required for any given site.
NOTE: Track configuration above
the door opening does not affect
the wind load rating of the door.
Slide Lock or Lock Bars
Detail G (sheet 2 of 3)
Manual door locks are
required unless on automatic
operator is installed.
1 541"
382 +/ 3"
222" +/- 3"
4" +/- 3" -1
1021" +/- 3"
Jamb bracket quantities shown ore for use with grade 2 or better southern pine
jambs.
Supporting structural elements are to be designed by a registered professional
engineer for specific wind loads.
Door Total # of Total # Jamb Brkts NOTICE:
Height Sections of Struts perSide These drowings are a supplement
to the installation instructions for
a standard door and only covers
those procedures that vary from
standard door installation. If
these specific procedures are not
followed, the door may not
perform as designed.
6'-0' 3 5 5
7'-3' 4 6 6
7'-6" 4 6 6
7'-9" 4 6 6
8'-0" 4 8 8
Maximum section height is 24 in.
Maximum door height is 16 ft.
All doors, even those above the tested
height, are available with jamb brackets
or commercial full angle. The maximum
IMPACT RESISTANTspacingofthejambbrackets/track clips
should be maintained.
Digitally signed by, John E. Scates P.E.
Date: 2018.04.17,16i56:06-05'00'
1 v,Z'(-may
a
F
Flag Bracket
til H (sheet 2 of 3)
E
nb Bracket
sheet 2 of 3)
W, 51737
r
y•p .,BTATEOF
John E Scates, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville, Texas 75056
Florida P,E. # 51737
FL #16660.25 Professional Engineer seal provided only forverificationofwindloadconstructiondetails.
1 2 3 1 4 5 6 7 6
PUSH NUT 23" TEK SCREW
END STILES 7/16" 1/4" X 3/4" Hex Washer Head
16 Co Galvanized Steel
O O See DETAIL K for push nut END HINGE Self Drilling3 per Bottom & 2 per
F placement.
14 Go Galvonized Steel Adjustable InnerBottom Brackets1 ) F
PUSH NUTPUSH
TEK SCREW o A o BOTTOM BRACKET
See DETAIL K for push nut R 1/4" x 3/4" Hex Washer Head TEK SCREW
0
13 Go Galvanized Steel
placement. tl Self Drilling (2 per Bracket) 1/4" X 3/4" Hex Wosher Head ADJUSTABLE INNER
ADJUSTABLE TOP FIXTURE o 0 0 o Self Drilling (4 per Hinge) 0 BOTTOM BRACKET
12 Go LOW HEADROOM TOP PUSH NUT 7/16"
TEK SCREW BRACKET PUSH NUT
7/t6"
See Tnt K for push nut1/4" X 3/4" Hex Washer Head See DETAIL K for push nut
placement.
DETAIL A
Self Drilling (4 per Bracket) LOW HEADROOM DETAIL B placement. DETAIL C
BOTTOM SEAL
E TOP BRACKET
TEK SCREW E
1/4" X Hex Washer 3 r UT1GoHeadSelfDrilling (3 per
24i
Head if Dr TERMEDIATE STILE 138 50x KSl" Minimum
Bottom Bracket & 2 per Go Galvanized Steel Galvanized Steel
O
Low Headroom Top Bracket) 4n
l
CKET
12MGo Gavonzed SteelBOTTOMBRACKET13GoGalvonizedSteel
HEADROOM TOP P INTERMEDIATE HINGE O
1B or 1a Ga Galvonized Steel 3BRACKETLOW
PUSH NUT 7/16" TEK SCREW BOLT & NUTIDSeeDETAILKforpush1/4" X 3/4" Hex Washer Head
TEK SCREW 1/4-20 X 5/B" Carriage p
nut placement Self Drilling (4 per Hinge) '
1/4" X 3/4" Hex Washer Bolt & 1 4-20 Hex Washer
ALTERNATE BOTTOM SEAL DETAIL D DETAIL erE DETAIL F
at (, per Jamb Bracket)
TO DETAIL C Endd&Self
lnteDmled ate25l es)
NOTE: Details on some views omitted for clarity.
SLIDE LOCK or
0o 000a3g
Double end
required on
stiles and end hardware may be
wider or heavier doors.
6
LOCK BARS
not required
0
00.7 FLAG BRACKET
C with operator) C
OO
o BOLT
5/16 X 1 5/8" EM-•,+ //
HEAVY
TEK SCREW Log Bolt (4 per SO,\G
COMMERCIAL HEAVY DUTY COMMERCIAL DUTY 0 01/4" X 3/4" Hex Flog Bracket) e
No•51737ForStandard, High & For Low Headroom With Washer Head Self
Vertical Lift With 3" Track 3" Track and Double Drilling (4 per Slide
and Double End Stiles End Stiles
ALTERNATE BOTTOM BRACKETS
Lock)
DETAILL UTBOLT & NUTBOLT 4 STATE OF Y
NOTE: The bottom bracket configuration tested shown in DETAIL C) is the lightest
X Track
P iQ ,' R`.'e O
B
qur available. B°It & 1/4-20 Hex
8810NAL\
Min. DOOR SKIN
f 1" f I" DETAIL H
Wosher Nut (2 for
Horizontal & 2 for
Vertical Track)
B
Min.
Minimal 25 Go Colvanized Pointed Steel John E Scales, P.E.
2560 King Arthur Blvd. Ste 124-54
Maximum IMPACT RESISTANT
Lewisville, Texas 75056
Florida P.E. k 51737
1/2" 7"
DETAIL K
ProfessionalF#ssso.zs verification Engineer seal provided only forofwindloadconstructiondetails.
A
BOLT &IWA.
1/8 VERTICAL TRACK - Y Nominal WOOD JAMB5/16' x 1 5/e" Lag Bolt & 2" o.D.
x 7/16" I.D. Flat Washer
13 C. Galvanized Steel tested. The vertical wood jamb There should be a space of
3" Nominal 13 Da is alsoNOTE: Jamb bracket must be in
n
fasteners may be counter sunk maximum 1/2" between the
approved as a alternate.
ROLLER
2" Diameter Nominal Eleven Boll
DESCRIPTION:
r. l .' 16' Y PAN 2000 SERIES WIND LOAD
e' SECTIONAL DOOR
direct contact with the 2x6 (No to provide o flat mounting roller hub and the outside Nylon w/Hardened Shaft or Ten h'. DESIGN PRESSURE+31.N-N.9 PSF A
d II allowed . surface. See jamb ottochment
NOTE: The flat )washer is not required derails on sheet } for attaching edge of the roller holder Ball Steel w/Hardened Shaft r.'-"s' DRAWIMR Na: WL-2000-0194-08-31-35 REV. F.
for angle mount. jambs to the structure. which is set by the push with a Minimum Workable Shaft meFew DRAWN IT: IMVS DATE UMRW6111114 REV. DATE: 329/18 nut.
Length Shown. acwP%614 MODEMS): See Sheet3 SHEET, 2OF3 1
2 3 4 5 6 7 8
1 2 3 4 5 6 7 1 8
MODEL NUMBERS
F F
FASTENER TO CONTINUE
PASTHEADERo
E
Eo
OPENING
HEIGHT 2 X 6 GRADE 2 OR BETTER UTHERN—"
ZL,
c: c
o PINE JAMBS.
SEE CHART FOR WOOD JAMB ATTACHMENT
D TO BUILDING STRUCTURE. D
MAXIMUM ON
CENTER SPACING
FIRST FASTENER 4" tD 10"
ABOVE THE FLOOR
OPENING
WIDTH
C C
No. 51T37 .
3 SECTIONS /SECTIONS 5 SECTIONS B SECTIONS ]SECTIONS
STRUT CONFIGURATION ° ; STATE OF ;
pO,e LOR o%
B SB1ONi ;
John E Scales, P.E.
NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better. 2560 King Arthur Blvd. Ste 124-54
Lewisville, Texas 75056
IMPACT RESISTANT Florida P.E. # 51737
FL #16660.25 Professional Engineer seal Provided only forverificationofwindloadconstructiondetails.
DESCRIPTION:
16 2" PAN 2000 SERIES WAND LOAD
A
SECTIONAL DOOR
DE SIGN PRESSURE+3L3/-34,9PSF A
DRAWING N0.: WL-2000-0194-08-31-35 DIY. E
pmm OMWN GF, MVS GATE mWWN: 6/I1/14 REY. DATE: 329/18
m COP4. 14'W MOOEL(S): See Shea 3 SHEET:3 OF 3
1 2 3 4 5 6 7 8
MODEL NUMBERS AVAILABLE
PAN C2011 SERIES
PAN C2015 SERIES
PAN C2411 SERIES
PAN C2415 SERIES
PAN C2511 SERIES
PAN C2410 & R2410 SERIES
PAN C2460 & R2460 SERIES
PAN C2461 & R2461 SERIES
PAN C2471 8 R2471 SERIES
PAN C2472 8r R2472 SERIES
PAN C2480 & R2480 SERIES
PAN C2481 & R2481 SERIES
PAN C2482 & R2482 SERIES
PAN R2560 SERIES
PAN R2561 SERIES
PAN R2571 SERIES
PAN R2572 SERIES
PAN R2580 SERIES
PAN R2581 SERIES
PAN R2582 SERIES
WOOD JAMB ATTACHMENT
BUIIdFg MhYnum Mhinum MhFnum Mod um AEowede
SWcture Fastener Type EmpW m EeDsDkmnca ncenm.oncenerspeehpSpachD TanawnLOW
M'rI. 2500 PSI to Tapcon • ((PLUS) 2• 2.50" 5.00" 24" 551
4000 PSI Concrete 1/4'w/1"OD washer
Southern Pine 3/B" Lag w/
1 1/8. 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