105 Kaywood Dr - BR18-003646- DOORSFORp
F_ iy
BUILDING DIVISION
AUG 1 / 1018 fi_L_D C
PERMIT APPLICATION
Application No: 13-30(p
Documented Construction Value: $
Job Address: I S t3f-kL-& .Swu f&y C'G Historic District: Yes No[?]'*'
Parcel ID: — 3 !j:' (>OOU S/jgesidential ®'Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person:
Phone: Fax:
ill
Email:
Title:
O
Property Owner Information
r
Name C_a4lz e-JPvf S (6G Phone: ^ U
Street: Su / S -i 4C RA(b 103 Resid_ ent o pro per y?
City, State Zip: Sa pwrJ F(_ 3' .l % -7
Contractor Information
Name //lu%p o4 .Pa: Phone:yG O — i 2 6 9
Street: J g (--Q s. .O/,r'-c
City, State Zip: TT
Name:
Street:
City, St, Zip:
Fax:
State License No.: JeAeITZ 2 O 3 a
Architect/Engineer Information
Phone:
Fax:
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 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 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 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 zonin
i cure ofOwner/Agent Date Si
f Ire
of, or/Agent Date
SlgnatuFffl",
State of Florida Date Si t t,'?i -State of F11 rida a eANNETTEBLANDPAAINETTEBLAND'
Notary Public State of Floridallotary Public •State of FloridaCommission # GG 060623 y Commission # GG 060623MyComm. Expires Jan 16, 2018 "'•.',Aosv.d My Comm. Expires Jan 1 2Owner/Aohvi's Pers le or Co onall V wn to Me or
Produced 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:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes [-]No
UTILITIES: WASTE WATER:
FIRE: BUILDING:- 4 r 4•JW, l$
This Agreement ("Contract") is made this - G6 day of xk. , 20 C ,
between L factor") and
Owner") at
SECTION 1. SCOPE The Contractor agrees to furnish all labor, materials,
equipment and other facilities required to complete the following work:
SECTION 2. PRICE AND PAYMENT The Owner agrees to pay the Contractor for
the strict performance of the work, the sum of
subject to adjustments for changes in the work
as may be agreed to by the Owner and the Contractor, as may be required under this
Contract.
Payments will be due and payable within thirty days of invoice.
SECTION 3. ENTIRE AGREEMENT. This agreement represents the entire
agreement between the Contractor and the Owner regarding the work described in
Section 1, and supersedes any prior written or oral agreements or representations as to
that work.
Dated: L "; 4 — / k
OWNER:
b v e, ( C e,
Name
Title)
CONTRACTOR:
By:
Name)
69 il- lazy.
Title)
e., ANNETTE BLAND
Notary Public . State of Florida
Commission # GG 060623
My Comm. Expires Jan 16, 2018
p FL,AP vJ L oZ S/3.a
J1111MASONITE20WOOD -EDGE STEEL DOOR UNIT Q6'-6' DOUBLE DOOR WITH / WITHOUT SIDELITES
G NERAI NO
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE uj
VREQUIREMENTSASDETERMINEDBYASCE7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ZDOESNOTEXCEEDTHEDESIGNPRESSURESLISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON gOPAQUEPANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. El.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, 2 ccEXCLUDINGTHEHIGHVELOCITYHURRICANEZONE (HVHZ), q UJHURRICANEPROTECTIVESYSTEMISNOTREQUIREDONOPAQUEU _Z ,APANELSORPANELSWITHIMPACTGLASS, BUT IS REQUIRED PiLUONPANELSWITHNON -IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 I 1
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. `Yy `f LLT a5. PLASTICS TESTING:
TEST DESCRIPTION DESIc T
TJ 149' NO. OMt4LL FRWE w1DRH —
21' MAX 36.375' MAX. D.L.O. PANEL WIDTH
W/ASTR4GAl
NA ION LTE FRAME
dSELFIGNITIONTEMPIASTM0192918+2 'F > 650 'f
RATE OF BURNING ASTM D635 1.28 IN IN
SMOKE DENSITY A51Td D28+3 1 70.2%
TENSILE STRENGTH- I ASTM D63B 1 1.8% DIFF
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
450D HOURS XENON ARC METHOD 1
y
a
O® 130 0131 1313 p0
00 00 00 00. .00
a 00 00 00 00
SINGLE DOOR LINR DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNR
WLTN SIDELIFE WITH SfDELITE
la!
37.5• MAX.
FRAME WIDTH
j p to
0 EC
F U) 3015
LIJ U
Ell I IY M
0 E3 00 00
oo.1 00-
00 DESIGN
PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IREQUIREDTOBE15% OF DESIGN PRESSURE U01,11, r. MAX WIDTH NSWING I OUTSWING I INSWING I RUUPFR O S I 7- H + O S HP BUM 0.
0 - 0.0 0 - N/A 1 + .0 - .0 30.0 - 0.0 0 + -50. 45-0 4 A N Xor0O
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OF
CONTENTS Ad2rd tOWU DESCRIPTION
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SEE DETAIL S. '
F' #8 x 2"
8 x 2" #10 x 5/8"
8 x 2" #
10 x 5/8"
10 x 2-1/2" #
10 x I'
ATTACH ASTRAGAL RETAINER BOLTD # 10 x I" STRIKE PLATE TO FRAME
10 x 5/8" AS SHOWN.
DETAIL "DDETAIL "
C 1
0.962' I 1.
375' - 1.437' T
T T INSWING
THRESHOLD BUMPER O/S THRESHOLD 14 O/S THRESHOLD 1
f' 1.
482' 1.047' 1.75' 1.437' T
T T 2—
SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD HP O/S THRESHOLD EE
DETAIL C.
S.
ASTRAGAL
RETAINER BOLT HOLE MUST
BE DRILLED THROUGH THE
THRESHOLD & INTO THE STRUCTURE
DEEP ENOUGH FOR
A 1.375" THROW DETAIL
F" ASTRAGAL 6
X 1-1/2• PHS 1M
IlE y -
1lY
B TYPICAL
GLAZING DETAIL NON —
IMPACT GLASS AatirdomblWl
CNOftb-.
Atran ova.
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SEE DETAIL
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ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, PE
FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4
3'
N
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a SEE DETAIL
D' SHT. 2
0W
KO h
2 6
f G
to
3-
1.25'
MIN t. 0.25-
HIM
CL -I
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1M5fANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
A
1.
JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
1N1/2' CORRUGATED /tOX2' WOOD SCREW
3' FROM EACH END 6 FROM EACH END
AND 7' OC AND 12' OC
I
ACC
LK
ACLAW I
CAULK CL
I
COMBINATION WOOD COMBINATION WOOD
MULLION (BOXED) MULLION (BOXED)
25' )) /
C_1 YNAX (3WOD SCR 'HIM
EACH
ENDam addoMmb
ra
TYPICAL WOOD BUCK
ANCHOR INSTALLATION INTEGRAL WOOD
MULLION (CHS)
REQUIRED INSPECTION SEQUENCE
aaiD r
i B / 1 . KG pfl?am, r
ban Max
Footer / Setback
Stemwa2l '
Foundation / Form Board Survey
Slab /Mono Slab. Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing , Walls.
Sheathing— Roof -
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
i Drywall / Sheetrock
Lath Ins ection
Final Solar
Final Roof
Final Stucco/,Siding
Insulation Final
Final Utili t '
Building -
Final Door. .
Final' Window
Final Screen.Room
Final: Pool Screen Enclosure
Mobile Home Building Final
Pre Demo
Final Demo
Final Sin •le lfamil ; Residence ...;
Final Building Other
Address:
Mn max Inas ecdonn Description
Electric Underground
Footer / SIab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
min max IInnseectnonn IIDescrietionn
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
5WmiI
Mechanical • . • 1
Me 11 Final
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IItEWS]EIID: June 2014