122 Long Leaf Pine Cir - BR17-002709 - GARAGE DOORCITY OF SANFORD
1ECEiv BUILDING & FIRE PREVENTION
PERMIT APPLICATION
No:
SEP 13 209
Application
Vy.
Documented Construction Value: $ 1555.85
Job Address: 122 LONG LEAF PINE CIRCLE Historic District: Yes No 0
Parcel ID: 11-20-30-509-0000-0120 Residential X 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: 3212848290 Fax: 8772250658 Email: CMERINO@PRECISIONDOOR.NET
Property Owner Information
Name GUILLEN, ANTHONY Phone: 713-302-4711
Street: 122 LONG LEAF PINE CIRCLE 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 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 1.05.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h 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 ofthe requirements ofFlorida 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.
13 -17
Agent Date
I
w
Date
oa"y'' CHARLES E. MERINO
MY COMMISSION # FF940114
EXPIRES December 01, 2019
Owner""' tis;s I'i ,qRA; % to e or
Produced ID
yqEn
Type o
tV 1 tj.)WC0 b 09/13/17
Signature ofContractor/Agent Date
WILLIAM WALDE
Pri actor/A nt's
13/17
e fNotary- t ofFlorida
P CHARLES
MY COMMISSION
EXPIRES
Date
E. MERINO
FF940114
December 01, 2019
Contractor/Agent is X Personally Known to Me or
Produced lD Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof
Construction Type: Occupancy Use: _ Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: '5r !?:ZO- 17
Revised: June 30, 2015 Pennit Application
9/13/2017 SCPA Parcel View: 11-20-30-509-0000-0120
WA
iCd.W1lG ilJi l
Parcel Information
Property Record Card
Parcel: 11-20-30-509-0000-0120
Owner: GUILLEN ANTHONY
Property Address: 122 LONG LEAF PINE CIR SANFORD, FL 32773
Parcel 11-20-30-509-0000-0120
Owner
Property Address
GUILLEN ANTHONY _ f
122 LONG LEAF PINE CIR SANFORD, FL 32773
Mailing
Subdivision Name
122 LONG LEAF PINE CIR SANFORD, FL 32773
HIDDEN LAKE VILLAS PH 4 I
Tax District S1-SANFORD
DOR Use Code 0103-TOWNHOME
Exemptions 00-HOMESTEAD(2016)
n
Legal Description
LOT 12
HIDDEN LAKE VILLAS PH 4
PB 28 PGS 26 TO 28
Taxes
Value Summary
2017 Working 2016 Certified
Values Values
Valuation Method Cost/Market
I
Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 79,845
I........................._........_.....
68,297
Depreciated EXFT Value
Land Value (Market) 20,000 16,000
Land Value Ag
Just/Market Value " 99,845 84,297
Portability Adj
Save Our Homes Adj 13,778 0
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 86,067 84,297
Tax Amount without SOH: $876.43
2016 Tax Bill Amount $876.43
Tax Estimator
Save Our Homes Savings: $0.00
II TRIM Notice Helo
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority --Assessment Value Exempt Values Taxable Value
County General Fund $86,067
M----_._.— -.- -i 50,000 36,067
Schools $86,067 25,000 61,067
City Sanford $86,067 50,000 36,067
SJWM(Saint Johns Water Management) i $86,067 50,000 36,067
County Bonds $86,067 50,000 36,067
Sales
Description j Date i Book Page Amount Qualified Vac/Imp
WARRANTY DEED 10/1/2014 08367
0017
0233 89,900 Yes Improved
WARRANTY DEED 4/1/2014 3 08244 50,000 No Improved
QUIT CLAIM DEED
j._ .....
7/1/2011 i 07957 0376 100 No Improved
WARRANTY DEED 8/1/2002 44 5 0242 784, 00 Yes Improvedrovedp
WARRANTY DEED 12/1/2001 04288
Y 10209 65,000 Yes Improved
SPECIAL WARRANTY DEED 7/1/2000 03939 1494 52,800 No Improved
SPECIAL WARRANTY DEED 6/1/2000 No Improved
CERTIFICATE OF TITLE
a_03871
6/1/2000
0836...__.__._........._...............__......_.._...$100
03862 0726 $100 No Improved
PROBATE RECORDS 8/1/1999 03708 1 2028 100 No Improved
WARRANTY DEED 9/1/1984 01582 j 105& 52,500 Yes Improved
Find Comparable Sales
Land
http://parceldetai1.scpafl.org/Parcel DetailInfo.aspx?PI D=11203050900000120 1 /2
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 09-13-17
I hereby name and appoint: Thomas
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):
The specific permit and application for work located at:
122 LONG LEAF PINE CIR SANFORD, FL 32773
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:,
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this 13 day of SEPTEMB€R
20017 , by William Walden who is r Kpersonally known
to me or who has produced as
identification and who did (did not) take an oath.
i
Notary Seal)
Print or type name
Notary Public - State of _
Commission No.
My Commission Expires;
Rev. 08.12)
Florida m n
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UPm D
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0
CITY OF Building & Fire Prevention DivisionSkNvuDOORS / WINDOWS PERMIT GUIDELINES
FIRE DEPARTMENT
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
All permit applications must be complete prior to acceptance. A complete application shall include the
following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
n Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
b ' Florida (must be submitted with each application if contractor is the applicant).
f7 J tcc- Owner Builder Statement / Affidavit (if the owner is the applicant).
Must be signed in person at the Building Department)
CCU Two (2) copies of an exterior wall floor plan indicating size, type and location of windows/doors..
C Completed and signed Statewide Product Approval Specification Form.
01 Two (2) copies of the manufacturer's installation instructions.
These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and
may not be complete. The applicant is required to meet all City ofSanford, state, andfederal code requirements.
Effective: August 1, 2017
9/13/2017 parceldetail.scpafl.org/FootprintPage.aspx?PID=11203050900000120&BLDGNO=1 &PAGENO=1
RECORD COPY
Parcel: 11-20-30-509-0000-0120 Building No.: 1 Page No: 1
xx
REVIEWED FOR CODE COMPLIANCE
5F
PLA S EXAMINERI.10-
DATE
SANFORD BUILDING DIVISION 1 7 2 7 A 9
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A vP-D//vc
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL SAN FORD
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT pFpgRTHEBUILDINGOFFICIALFROMTHEREAFTER 6REQUIRINGACORRECTIONOFERRORSINPLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
http://parceldetaii.scpafl.org/FootprintPage.aspx?PID=11203050900000120&BLDGNO=1 &PAGENO=1 1/1
r
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit #
Project Location Address 122 LONG LEAF PINE CIRCLE
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.floridabuildinq.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 AMARR HERITAGE 1000 8X7 FL5302.5-R7
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(including
Florida Approval #
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
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
Applicant's Name
Please Print)
June 2014 3
16 GA GAILY. RESIDENTIAL r 20" STRUTS ATTACHED
V/ l1/4• 3/4' TIPROLLERDRAGNET1DSCREWSAT HENHEADATTACHVICE, U4' x 3/4' HEX HEAD SCREWS ER CETITIRSTILE PER
BRACKET GArT, USTAELEROLLER CARRIER ACHED
V/ (2) 1/4' x U2'
DOLT 6 NUT PER BRACKET
TYPICAL
TOP FIXTURES t N.
T.S. 1 gx
O
0
0
r
20GA STRUTS ATTACHED LS L eKTM OA6OO 6H551I) W/ (
2) U4' x 3/4' O 24 W SKD1 (N050) HEX
HEAD SCREWS AT 14GA DUNASAFE CENTERSTILECENTERIONOLATTACHED V/ C4) UI- x 3/4- HEX
HEAD SCREWS LE
Vx AT
THIS LOCATRON SE (
4) TO JAMS TRACK SPLICE BOLTS 1 NUTS SEGUEOJAMBMAC (S SPLICE DLL. x 1N3TS' LAG
BOLTS e
S
TYPICAL
DURASAFE CENTER HINGE/ , (SPLICE) SEE (
TABLE 2) ON PAGE 3 FOR N.T.S. L (1) 5/15' DIA x 1-5/r OMMENDED
SECTION CONFIGURATION S LAG
BOLT ATTACHED TO JAMB AT
EA JAMB BRACKET A ,$
EPAGE 2 ION OPTIONAL / OLAZEEn SECTIONSUSTRUT ARIDSTILELAYOUT14GADURASAFE12GA GALV. STEEL EMBOSSMENTS 41T
SHOWN
3 FOR CLARITY6SEE
TABLE
4 ON PAGE 3 1 A FOR STILE
PLACEMENTS 9'-O'
MAX INSIDE ELEVATION
N.T.
S. 2' 20GY
STRUT ATTACHED V/ (2)
114' x 3/4' STILE STIFFENERS (
D LOCATED IN
RINGS HOL HEX HEAD
SCREWS AT OI TOP SECTION ONLY CENTER STILE
HOLES FOR
STRUT ATTACHMENT STRUT
NOT
SEWN y. FOR
CLMTTY) O O
1AO8DOLT
ATTACHED
TO JAMS (NO. 2 OR BETTER) AT EA
JAMB BRACCET OPTIONAL STEP
ZO GAMOLDING
RD GA.
GKV STEEL BGLT AND
NUT Y GAIN. STEEL IRA RIVETS TRACK
THICKNESS TRACK MOUNTING
DETAIL N.T.
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PROVIDE
70. N 62 w
k FOR OPTIU VENT) OFU(OBSTRUC' AIR FLOVEACH. r 7
IALL ROLLER V/
5' TYPICAL BOTTOM
BRACKET 4 N.T. ENDHIAM
ATTACHED THROUGH) JAM9 BRACKETS V/ C2)
U4' x 3/Y G ATTACHED W/ (1) 1/4'-20 STRUTS HEX
HEAD SCREWS END H87(FiE TRACK SPLICE BOLT a NUT ATTACHED V/
2) - . 14 Gil
OR (2) RIVETS U4' x
3/4• HEX 14GA DLRASAFERE HEAD SCVSROLLERCARRIERSATTACHEDBTOENDSTILEV/ (2h 1/4' x 3/4• HEX HEAD
SCREWS PER CARRIER G r
7
BALL STEEL A ROLLER V/
5' STEM 21 x 20 GA STRUTS _ 1) PER
SECTION SEE (TABLE 3) ON PAGE 3 TYPICAL DURASAFE
END HINGE / 3JANa BRACKET SPACD N.T.S.XIFl N.T. TRA(DC (%GURA710N FOR 8'8• UP TO 14' TALL DOORS N.T.
S. cO4ri s"
x SECTIONA —
A (SIDE VIEWI N.LS
iEACI
ARiYJJ. JMNS MDEnO NAEIIIM OSOI LOADS 0" D UIXIFT
t t0R.7 L S Dam
AND NHwME TAL SE DEROMm, WMlFACRRD AND NSTAUmxrlNSTANIA=I As mFanN BY DASILI AL0
ALLE b oA IIx GOD) AOUFO FORMED LKHT S. SUPPORTING
S1RICM EJ1EIRS GIRL E D[DOED n A
EASM PAOT65eNK BOOM FOR OD LOADS WXCAIED ON
THIS DURNW N AIOTbI 70 OTHER LOAOIIE THE METHOD
OF TESTING WAS IN SUBSTANTIAL .- CONFORMANCE WITH
THE PROCEDURE DESCRIBED IN ASTM E330 AND
ANSI/DASMA 108. THE PRESSURES SHOWN ON THE DRAWINGS WERE
CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS (
5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF
AT ANY SLOPE . WIND SPEED
MPH 142 129 122 117 112 EXPOSURE LEVEL
B C C D D MEAN ROOF
HEIGHT 30' 15' 25' 15 1 25 INTERIOR OF
WAGE IWC DDTN
1M 0®Wi
WDS .sAo LJRs
TeX NHOME2 3 ta.TMF, 5302.
5-R% 2 ry
P•"---
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PSF-
22.6
PSF I+19.
1
TATE OF
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9
PSF P FL i,s/OfyA4EOt a W CARRIAGE
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OAK SIIIDYI YODEL #600
STRATFORD YODEL /95O
HERITAGE T Short, long,
Rush & 0 DE GIAEI
BY OU DAII 06/H/65 B ORCHID
BT ME DAg 61/14J1a1
B B
2' 20GA. STRUT LOCATED AT THE TOP
OF GLAZED SECTION ATTACHED W/(2)
1/4' X 3/4' HEX HEAD SCREWS AT
END AND CENTER STILE
PTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT
B B
2' 2OGA STRUT LOCATED AT THE TOP
OF GLAZED SECTION ATTACHED W/(2)
1/4' X 3/4' HEX HEAD SCREWS AT
END AND CENTER STILE
OPTIIINAL LONG PANEL GLAZED SECTION STRUT AND STILE LAYOUT
10-
SHORT PANEL GLAZING FASTENER DETAIL
N.T.S.
10-
LONG PANEL GLAZING FASTENER DETAIL
N.T.S.
GAZING OPTION CROSS SECTION
GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION
GLAZING MEETS ASTM E1300-04
Frame WINDOW FRAME OPTIONAL Decra INSERTSUVPROTECTION //
z WTH UV PROTECTION
MIN. 3/32- THICK SSB
GLASS
AT 10 910RY PANEL B WFRRA/ 1E
AT EACH LONGPANEL YONO4' PAN MEADM FRAME MOLDED INSIDE FIR
SECTION B-B
WOOD JAMB ATTACHMENT TO STRUCTURE
5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' aC. Cl 1/2' EMBEDMENT)
HILTI KVIK BOLT 3/(' X 4' STARTING 6' FR31 ENDS I 24. O.C. a 1/2' EKBEDMENT)
HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' ILC. Q 1/4' EMBEWEITT)
TFW/RAMSET REDHEAD RRU-HILT) 3/8' X 4' STARTING 6' FR13M ENDS THEN 24' O.C. 2 I/r EMBEDMENT)
SIMPSON 1/4' X 3' TIT EN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS
3' APART) AT 24, OC. (1 1/2' EMBEDMENT)
HILTI 1/4' X 2-3/4, KVII(-CON 114 SCREWS STARTING 6' FROM ENDS, USE PAIRS OF
FASTENERS Cr APART) AT 24' O.C. a 1/4' EMBEDMENT)
HILT] SLEEVE ANCIQt 3/8' % 2-3/L' STARTING 6• FROM ENDS THEN 24' O.C.
1 1/4' EMBEDMENT) aBt USE FASTENERS FOR HOLLOW C-90 BLOCTO
4AGS AND BELTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE
PREPARATION OF VOOD JAM BY OTHERSWOODI -
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SC RUCiI.RE STRUCTURE GROUTED HL
STRUCTURE
I
2-3/4' ION t-L2' MIN 4'
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LOADSe*BII 19.1 PSF Q =i x
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J550 OAK SUMMIT w/DuraSafe A
MODEL #500 STRATFORD w/Dora3ate MODEL #
950 BERiTAGE w/DaraSafe T
L-Lid L___I.1dI Short, Lent'. Flush III oat Summit Panel's AVAILABLE
TRAP( CONFIGURATIONS Sa MM BY OJ DAIE OM4,V Mm Ilm N.
T.S. B IRC-6009-IID-11 M8BYAgDAN "10 STET
I OF 3
1.
TABLE 1 TABLE 2
TABLE 3 TABLE 4
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A U MM) WINN RAW tFO@ UX OB/ID/DT aJ
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DESIGN LOADSe'
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19.1 PSF
22.6 PSF L9: ST OF
TEST LOADS i
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k/
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MODEL /550 OAK SUMMIT w/Dara3afe
MODEL #600 S UTFORD w/DuraSafe
MODEL #950 HERYUGE w/Dura3afe
Short, Long, Flush k Oak Summit Panel's
9ff DRAM BY DU DATE MA410 Wj= OW
8 =0 er AM DAk m/Npa IRC-6009-110-11
ALL TRACK ATTACHMENT SPACING i/-2' ALCOVED VITH SYP Qt SPf NO. 2 DR BETTER -
WIT I ff 3
STRUT SPACING (BASED ON RECOMMENDED SECTION
DOOR CONFIGURATION) TOP
HEIGHT A B C D E F G T
6' 6" 18 1/4" 36 1/4" 54 1/4" 67 1/2"
7' 18 1/4" 39 1/4" 60 1/4" 73 1/2"
7' 6" 15 1/4" 33 1/4" 51 1/4" 69 1/4" 81"
8' 18 1/4" 36 1/4" 54 1/4" 72 1/4" 85 1/2"
8' 6" 18 1/4" 39 1/4" 60 114" 78 1/4" 91 1/2"
9' 151/4" 331/4" 51 1/4" 691/4" 871/4" 99"
9' 6" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 103 1/2"
10' 18 1!4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 109 1/2"
10'6" 18 1/4" 39 1/4" 60.1/4" 81 1/4" 102 1/4" 115 1!2"
11' 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1l4" 108 1/4" 121 1/2"
11' 6" 18 1/4" 39 1/4" 60 1 /4" 78 1/4" 96 1/4" 114 1/4" 127 1/2"
12' 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 1201/4" 1331/2"
2'6" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 126 1/4" 139 1/2"
13' 18 1/4" 39 1/4" 60 1/4" 78 1/4" 961/4" 1141/4" 132 1/4" 1451/2"
13° 6" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 120 1/4" 138.1l4" 151 1/2"
14' 181/4" 391/4" 601/4" 81 1/4" 102 1/4" 1231/4" 1441/4" 1571/2"
DOOR
HEIGHT
TRACK ATTACHMENT SPLICE
A B C D E F G S
6' 6" 10" 38" 58" 70"
7' 10" 38" 58" 76"
7' 6" 4" 28" 52" 76" 82"
8' 10" 34" 58" 82" 88"
8' 6" 4" 28" 52" 76" 94"
9' 10" 34" 58" 82" 100"
9' 6" 4" 28" 52" 76" 100" 106"
10' 10" 34" 58" 82" 106" 112" 10'
6" 4" 28" 52" 76" 100" 118" 11'
10" 34" 58" 82" 106" 124" 11'
6" 4" 28" 52" 76" 100" 124" 130" 12'
10" 34" 58" 82" 106" 130" 136" 12'
6" 4" 28" 52" 76" 100" 124" 142" 13'
10" 34" 58" 82" 106" 130" 148" 13'
6" 4" 28" 52" 76" 100" 124" 148" 154" 14'
10" 34" 58" 82" 106" 130" 154" 160" DOOR
HEIGHT
SECTION
HEIGHTS Btm
2 3 4 5 6 7 8 14'
0" 21" 21" 21". 21" 21" 21" 21" 21" 13'
6" 21" 21" 21" 21" 21" 18" 18" 21" 13'
0" 21" 21" 21" 18" 18" 18" 18" 21" 12'
6" 21" 18" 18" 18" 18" 18" 18" 21" 12'
0" 21" 21" 21" 21" 21" 18" 21" 11'
6" 21" 21" 21" 18" 18" 18" 21" 11'
0" 21" 18" 18" 18" 18" 18" 21" 7 10'
6" 21" 21" 21" 21" 21" 21" 10'
0" 21" 21" 21" 18" 18" 21" 9'
6" 21" 18" 18" 18" 18" 21" 9'
0" 18" 18" 18" 18" 18" 18" 8'
6" 21" 21" 21" 18" 21" 8'
0" 7'
6" T
0" 21"
18"
21"
18"
18"
21"
18"
18"
21"
18"
18"
21"
21"
18"
i----------jjj
6'
6" 21" 18" 18" 21" Section
Width
ft)
Panel
Type Center
Stile Location Measured
from Left Edge)
Max
Design Loads Allowed
Positive
PSF)
Negitile
PSF)
8'
0 Short, Oak Summit 48.000 21.4 25.3 8'
0 Lang 48.000 21.4 25.3 8'
2 Short, Oak Summit 49.000 20.9 24.8 8"
2 Long 49.000 20.9 24.8 8`
4 Short, Oak Summit 50.000 20.5 24.3 8'
4 Long 50.000 20.5 24.3 8'
6 Short, Oak Summit 51.000 20.1 23.8 8'
j6 Long 51.000 20.1 23.8 8'
j8 Short, Oak Summit 52.000 19.7 23.4 8'
j 8 Long 52.000 19.7 23.4 8',
10 Short, Oak Summit 53.000 19.4 22.9 8'!
10 Long 53.000 19.4 22.9 9'
0 Short, Oak. Summit 54.000 19.1 22.6 9',
0 Long 54.000 19.1 22.6
REQUIRED INSPECTION SEQUENCE
BP# 1-7 , ,7 7fyq Address:
BUILIDING (PERMIT
Min Max .. Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
p Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
ELECTRICAL PERMIT
Min Max I[ns ection IIDescrn tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
r
J; .
4. ec Y. ,
t. .F.L T-1'S4a• t til/'TiiSrt'.
Min Max Ins ection Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
1V'JIP,CHANICAL. IPEJRMIT
Min Max Ins ection IIDescri tion
Mechanical Rough
Mechanical Final
II Min I Max I Inspection Description
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014
Billing Address
Anthony Guillen
122 Long Leaf Pine Circle
Sanford, FL 32773 USA
Precision Door Service of Central Florida Invoice 29436736
244 O'Brien Rd Invoice Date 9/13/2017
Fern Park, FL 32730 Completed Date
877-225-0658 Customer PO
Description of Work
Job Address
Anthony Guillen
122 Long Leaf Pine Circle
Sanford, FL 32773 USA
Task # Description Quantity Your Price Your Total
1 City Permit sanford 1.00 125.00 125.00
2 12 inch Radius Track 1.00 0.00 0.00
3 8x7 Garage Door - Enduring Door Collection 1.00 8S6.00 856.00
4 Enduring 100 Non Insulated: Heavy-duty Exterior Steel - Durable, Reliable, Low 1.00 0.00 MOO
Maintenance
5 Enduring Collection: 24 gauge steel 1.00 0.00 0.00
6 Lifetime Warranty on Hardware 1.00 0.00 0.00
7 Lifetime Warranty on Paint Finish 1.00 0.00 0.00
8 Short Panel Design 1.00 0.00 0.00
9 New Door Vinyl Trim Kit for Single Car Garage Door: Includes (1) Horizontal 1.00 S9.95 S9.9S
piece and (2) Vertical pieces
10 1 SO off New Garage Door 1.00 150.00 1 SO.00
11 2x6 Pressure Treated Lumber Build out for 8-9' Garage Door: Includes Vertical 1.00 189,95 189.95
Jambs, Header and Spring Pad
12 PDS800 7' Belt Package 1.00 0.00 0.00
PDS Lifetime Warranty On Motor
PDS Lifetime Warranty On Belt Rail
PDS 5 Year Warranty On All Mechanical Parts
PDS 1 Year Warranty On All Electrical Parts
13 7' Linear Belt Rail: PDS 1.00 0.00 0.00
14 PDS800 Belt Driven Garage Door Opener: Includes Belt rail, two remotes, 1.00 599.95 599.95
wireless keypad, wall control and safety sensors
15 75 off New PDS800 Garage Door Opener 1.00 75.00 75.00
16 Office Discount no keypad pad 1.00 50.00 50.00
Paid On Type Memo Amount
9/12/2017 Cash Deposit on door $140.00
9/15/2017 Check (ACH) 0607 $1,415.85
Sub -Total $1,555.85
Tax $0.00
Total Due $1,555.85
Payment $1,555.85
Balance Due $0.00
Contractor Number: CRC1330671