1008 Coquina Ln - BR17-002719 - EXTERIOR DOORt
CITY OF SANFORD
BUILDING & FIRE PREVENTION
SEP i4 2017 % PERMIT APPLICATION
Application No: a` I
Documented Construction Value: $ ?j-1 j•
Job Address: Historic District: Yes No
Parcel ID: Residentialtz Commercial
Type of Work: New Addition Alteration EZ Repair Demo Change of Use Move
Description of Work: —MC-0 UX` CW_ 'i_-XX) Q_'
Plan Review , ontact Person: / T• le:E VTp2
Phone:'[75 % _ $ Fax: /A ma><
W OU l yfo.
Pro erty Owner Information
NameOA"AAK\9_3a1CA h'ILaCyI _ N Phone:4F7-4oz- 15'A
Street: V30-6 k_ UAty`E-1; L_VJ Resident of property?
City, State Zip: G 1J dQT), TL_ 5ZM, 1
Contractor Information
Name
p
Q Phone: - 532-
Street D C .TDCX Fax:
City, State Zip: (-)Q LA,..,0 9— ?z? 2 7 State License No.:
Architect/Engineer Information
Name: t-S14 Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: V-3' 4 Mortgage Lender: Q1 4
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 105.3 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 Y
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 of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time ofpermit 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 construSonX zoning.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
of Contractor/Agent Date
Agent's Name
Signatur otary-State ofFlorio Ca'•,••
wSS,pn
re
FF 139191
Contractor/Agent is o 'er abiny 0 o Me orr .Oj •: ar .Insura ,. Produced ID Ty'G'l> FF>
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:
FIRE:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: --X' +18-11
Revised: June 30, 2015 Permit Application
STORE COPY
INSTALLATION SERVICES CUSTOMER CONTRACT - MWOR-K - INT/EXT/PATIO DOOR
LOWE'S OF SANFORD, FL. S [,OR E „ 1 b-07 ST ORE PHONE: 407) 430-4060
3780 S ORLANDO DR SALESPERSON: JOSE LLER.AS
SANFORD, FI_ 32773-5614 SALESPERSON ID: 2100519
Documont Print Date: 00/02!20 i 7
This is only a Quote for the merchandise and services printed below, This becomes an agreement upon payment and issuance of a Lowe s receipt. upon which the entire agree-
ment, including the specifically completed pages of this document. the Terms and Conditions included with this document, the applicable portion(s) of Lo ve's receipt, and any
other addenda orattachments hereto, shall be referred to herein as this"Contract." PLEASE
READ THIS ENTIRE DOCUMENT, INCLUDING THE "TERMS AND CONDITIONS," BEFORE SIQN-I tG Lowe'
s Registration or Contractor License Number i Lowe`s Contractor Name Florida
Contractor License Number CGC1508417 Customer
Name Homo Phone S
NATE FERGUSON 407-402-1584 0
Customer Address Other Phone, 1008
COQUINA LN. L
city State / Province Zip .r Postal Code D
SANFORD FL. 32771 Installation
Address T
1008 COQUINA LN Installation
City Installation Stale/Province Installation Zip.'Posta€ Code SANFORD
FL 32771 MERCHANDISE
AND INSTALLATION SUMMARY MERCHANDISE
SUMMARY' 77951 :
QUOTE t#19679239-00 : SOS.: SOS THERMA TRU SMOOTH STAR': 36" IMPACT HVHZ FIBERGLASS ONYX CUSTOMER 571252 : HUTTIG - CENTRAL
FLORIDA QTY 1' 77951 :
QUOTE #19679239 00 : SOS: SOS THERMA TRU SMOOTH STAR : 32" IMPACT HVHZ STEEL PRIMED CUSTOMER #571252 : HUTTIG - CENT• RAL
FLORIDA - QTY 1 4874 '
366-PFJ7 : STK : PFJCASE366 2-114-INX11/16-INX7-FT PFJCASE366 2-1/4;-INX11/16-INX7-FT: METRIE INDUSTRIES INC - OTY 11 314412,:
OGLI0608-AG , STK: 1-6=8 TREATED APPEARANCEE GRADE : 1-6-8 TREATED, APPEARANCEE; GRADE: SUNBELT FOREST PRODUCTS- CITY '
2 743801 :
743801.0 : STK : MAS 30 6PNL MLD TX BIFOLD : MAS 306PNL MLDJX BIFOLD : DOQR FABRICATION SERVICES: INC - QTY 2 Stare
1657 Project No; 512306/98 for NATE FERGUSON rt Page 1 of
STORE COPY
Stock or SOS: SOS
Select Location: Front Door
Hardwood (Mahogany or Oak) Door No
Hidden Damage Description : 0
Number of additional holes bored for accessories : None
Install'Storm Door, No
Door Type.: Exterior
Select New Door Single Pre -hung
Side Lights or Transoms: No
Number of additional holes bored for accessories : None
Install Storm Door No
Total Linear Feet of Custom Trim to be Installed: 0
Customer Understands Scope of the Project : Yes
Who Will Obtain Permit: Third Party
Additional Miles Traveled over 20 : 0
Bring Up To Code Charge : Yes
Describe Other Work Needed ; frame out bifold
r'•omments : No Comment
Materials Price S 1827.5
INSTALLATION DESCRIPTION
Door Type : Exterior
Select New Door: Single Pre -hung
Side Lights. or Transoms: No
Conceal 1 Replace Damage Charge: No
Install Specialized Mortise Hardware : No
Stock or SOS: SOS
Select Location Back Door
Hardwood (Mahogany or Oak) Door: No
Hidden Damage Description: None
Install Specialized Mortise Hardware No
Stock or SOS Stock
Deliver Door: Yes
Permit Required Yes
Permit. Fee: Yes
Bring Up To Code` Description
Local Disposal Fee: Yes
Other Work Charge Yes
Lead Safe Practices : No
install bucks
Labor Charges
Detail Deduction S
11
I Additional Specifications: I
Notation: Lowe's will not make structural modifications, paint or. stain or remove/reinstall security systemequipment Customer is responsible to advise if prop- erty
is governed by Historic District Regulations. Additional
Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right: Important Lead Hazard Information for Familes; Child
Care Providers and Schools. By signing this Contract, :Customer acknowledges having received a copy of .this pamphlet before work .began informing Customer
of the potential. risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit. PHOTO
RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the:right<to take photo ra hs of .the Premises where In - Store
1657 Protect No. 512306198 for NATE FERGUSON Page 2 of 7
STORE COPY
stailation Services will be performed and all workperfiorrned of the f'rernises re;ated to this or traet. and iarevocably grants to Loweas all rigfst, title, Interest in and
to the photographs for use in all markets Aral media. worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in print
and/or electronically, and agrees that Lowe's may use such photographs for any lawful purpose; including, but rust limited to, marketing, advertising, publi- city,
illustration, training and. Web content; By initialing here. Customer agrees to the foregoing. __. [Customer to initial to the ieffl. NOTICE
TO CUSTOMER - PRICE CALCULATIONS: In 'order, to properly perform the installation of certain Goods, the Contract Price may include more Goods
than actually will be installed based on the measured square footage of the Project. Area, As a result, the parties agree that the lump -sum Price stated in this
Contract is calculated upon both the value of the estimated Goods required to fulfill the Contract (including (waste). which may exceed the actual square footage
of the Project Area, and the labor which may be estimated. based on the amount of Goods required to fulfill the contract (including waste). By signing this
Contract below, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded once
the Installation Services are performed., NOTICE
OF ARBITRATION AGREEMENT This
Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION, Customer and Lowe's GIVE UP THE RIGHT TO GO TO
COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT): Lowe's and Customer's rights will be determined by a
NEUTRAL ARBITRATOR and NOT a judge or jury, Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND MORE
LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE- VIEW
BY A COURT, FOR MORE DETAILS: Review the section titled ARBITRATION; AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION
ADJUDICATION found in the Terms and Conditions of this Contract, TOTAL
CHARGES OF ALL MERCHANDISE AND SERVICES where applicable SUB -
TOTAL $ 2937.5 TAX $
0.0 DELIVERY $
0.0 ORDER
TOTAL $ 29.37.5 BALANCE.
DUE Work
is to Commence upon reasonable availat lity of Contractorwhich is anticipated to be-ti l if At h 70 l (fiN in date) Estimated completion
date is .......... ( [fill ins ate]_ NOTICE TO
CUSTOMER Alt items
listed in this contract and specification sheet(s) are. to be installed under conditions,agreed upon at time of purchase and at the; price appearing on this
contract form. This assumes sound existing substructures. superstructure and points of attachments. Extra labor or material incident to installation necessitated by
defective substructures, superstructure, points of attachment.. or the moving of fixtures or appliances to be billed at extra cost to custom- er. DO
NOT SIGN THIS CONTRACT UNTIL.COMPLETE AND YOU HAVE READe THE TERMS AND CONDITIONS OF THIS CONTRACT. 13Y SIGNING BELOW, YOUAREACKNOWLEDGING
THAT YOU HAVE READ. UNDERSTAND, AND AGREE TO THE TERMS. AND CONDITIONS SET FORTH ON THIS CONTRACT, YbU
ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. Store 1657 Project
No, 512306198 for NATE FERGUSON Page 3 of 7
STORE COPY
IN %-I 1 9%09- 1 W W WIF 11119-1 1. 1 1"11`1 %-A 1 %-1 1 &-%J" I Wf'% %? UVIYil I nV%o I I W11 L-IF-IN L-MVV I I U IN a I Ia. VV 1- I I0.0 I, r1_U.r1f1J A
STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT
PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS
KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON-
TRACTORS, SUB-SUBCONTRA
LCTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY
LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF
YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVEL A LIEN ON YOUR PROPERTY. THIS
MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI-
ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY, TO
PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR
CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM-
PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX,
AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS__.., ')
L,owe'Norne Centers, LLC
0_ DAY OF . ..... . _j 417......... V: (
Seal) P
rtName-' Q0&hd.Q L e- 4,f 3
7 90 S 0 Address
City
State / Province Zip P6st al Code at
any tim this,
right. 11f
z,_,_ Owner
Pant
Narri8 Co-
Civiner or Witness Print
Name. acknowledges
receipt of a true copy which was completely filled in prior to Customer's execution hereof. You the customer may e
prior to midnight on the third business day after the date of this transaction. See the attached NoticeofRight to Cancel icell this
transaction r an
explanation of Store 1657
Project No. 5123061 98 for NATE FERGUSON Page 4 of 7
RFCORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
gUILD,y
Permit ## 1 7- 2 7 1 9 (S4Jv10RD
Project Location Address
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide theinformationandproductapprovalnumber(s) on the building components listed below if they are to beutilizedontheconstructionprojectforwhichyouareapplyingforabuildingpermit. We recommend thatyoucontactyourlocalproductsuppliershouldyounotknowtheproductapprovalnumberforanyoftheapplicablelistedproducts. Be aware that windows, skylights, and exterior doors must be tested inaccordancewiththeFloridaBuildingCode, Section 1714.5. More information about Statewide ProductApprovalcanbeobtainedatwww.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
1. Exterior Doors
Manufacturer Product
Description
Florida Approval #
include decimal)
Swinging
SlidingI
Sectional
Roll Up
Automatic
2. Windows
Single Hun
Horizontal Slider 2
Casement
Double Hun
Fixed
Awning
Pass Through REVI
Projected
ER
ITH THE
AUTHORITY TO VIOLATE, CANC
WORK AND NOT AS
L, ALTE
Mullions
Wind Breaker DATE
UANCE O
THE BUILDING OFFICIAL FR
A PERMIT PREVENT
M H
Dual Action
S OF THIS CODEOtherTINORVIOLATIO
June 2014
Category / Subcategory
3. Panel Walls
Manufacturer Product
Description
Florida Approval #
including decimal)
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
5. Shutters
Manufacturer Product
Description
Florida Approval #
include decimal)
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Sk li hts
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
n
Door Detail Specifications
Stone: Date: 2b/17
Customer: A Fri -
Customer phone # I l -7e.— 9
custo ner nvist be home for Installation
Customer to toMlyr finish (paint 1 stain)
Ploase provide drawing from vnsite using swing info on rightWainteriorIEwtwior %Aew
T Lott Hand (Right Hand
InswingL. ' ~-j butswing
L. '" 1 Patin
Swino R-Acthm, i-smctim 1
i sanam
X-ACO e, ofnaatus El)
dq rar Dote finish of horns: Vaarunrts
to measure- anre tloorper row arrmesstlremvnrs must De In )ncnes Roa . . eairr Unit size Patin,-
Patio- tyrehung Location Jamb stwm
I Entry 51tlekght Transcrn Swing Slides lintleriar lor§eb-Comment witltit I Height: I W10h I Height I Depth rM_
a
INERMAIIRU 0
THERM
AL DRo ATRUDOORS
STHERMA-
TRU STEEL EDGE DOOR UTILIZING
FIXED STEEL DOOR FRAME INSWING /
GUTSWING IMPACT"
GENERAL
NOTES i.
This
producthas been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High VelocityHurricaneZone" (HVHZ)'. 2. Product anchors shall be as listed and spacedas shown on details. Anchor embedment to base materialshallbebeyondwalldressingorstucco. 3.
When used in the "HVHT' this product complies with Section 1626 of the Floridadoes notrequireanimpactreBuildingCod ~ resistantcovering, g e and 6
4• Site conditions that deviate from the detailsofthis drawing require further engineering analysis by a licensed engineerorregisteredarchitect. 6 5. Outswing
configurations utilizing the high dam sill (item #30) meet water infiltration requirements for HVHZ". 6. Inswing
and outswing configurations utilizing the ADAsill (item #31) do not meet the water infiltration requirementsforthe"HVHZ". Units shall be installed only in non -habitable areas or athabitable locationsprotectedbyanOverhangorcanopysuchthattheanglebetweentheedgeOfcanopyOroverhangtosinislessthan45degrees. 7. When
used in the "HVHT', steel must be protected as specified In FBC Section 2222.6. 40.0"
MAX. FRAME WIDiH VC j
r VUrZ
i a
ILL ci X.
f7N191ffitPlF
N
1ht REN. NTROWNW es Y f!tN:
rPY N DATE- 4
SCALE. fMswlNG
40.0 X 82.0" + $§,0 bQ. oxa. BY: OUiSWtNG 40.
0 X 82.0" + $ 0 55.0 CHK. er: DPAVANG FL-
14558.
1 Er i
or 7
35.75' MAX. PANEL IWIDTHI
DOOR PANEL
Steel (Thermo-iru)
STEEL DOOR SKIN: MIN. 0.020" THK.
GALVANIZED STEEL (Fy = 33,000 PSI MIN.)
FOAM CORE
2.01bs/FP DENSITY, Polyurethane)
HORIZONTAL CROSS SECTION
2
4.7'
1.27'
d bh
C4
iA lOCKeLOCKWoodfilledPoi".
to
6.13"
0.69.,
0 0 _.. 4.63°
l I F -- T'
0.7
HINGERHNPORCEMENT
T4
2B DOOR SWEEPVinyl
0.00,
b, 0.54"
o
0.04"
71
i Rp0'T
0.090'
VERTICAL CROSS SECTION
2
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2
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5-TAB CORNER ''j '' •••....•• ' a m
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w/ HNGE REINFORCEMENT
SPOT-WELDED g E _ HEADER ® l 9JM4L(L
r ma(L
CORNER IS WELDED
AND GROUND SMOOTH
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HINGE PREP DETAIL o a
oo
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WJWN
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DEADBOLT STRIKE PREPARATION
w/ (2) 2.5' STRIKE TABS 8 NDUSTBOXSPOT-WELDED kk V)
wo 0
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FLOOR ANCHOR
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FRAME DETAIL Z oN
STRIKE PREP DETAIL DATE: 412711 1 =
SME: N.T.S. 5
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OMWINC NO,
FL-14558.1 a
SHEET _L OF 7 0
IARDWARECNAR!
MODEL
R: SIGNATURE SERIES
D601T: 111 SERIES
EXTERIOR
INTERIOR
1 HORIZONTAL CROSS SECTION
4 ng shown - outswing o s—foapproved HORIZONTAL CROSS SECTION
q Inswing shown - ou ng a o approved
3/4' MIN.
AB. (TYP-(
kLE: N. T. S.
JK
er: LFS
IWM NO.:
FL-14558.1
u 4_ OF 7
INTERIOR EXTERIOR
r1VERTICAL CROSS SECTION
u swing
INTERIOR EXTERIOR
r_ 1 VERTICAL CROSS SECTION
Inwng
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DRAWING NO.:
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P
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j SEEHINGE 4
DETAIL (TYP.) 1
1.j
a _ _
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JAMB (TYP.)
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MASONRY I
HINGE JAMB
CONCRETEANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortarjoints, additional concrete anchors may
be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3.
Concrete anchor table: ANCHOR
ONCHOk MIN!' MfN GfEAIt>yNC! ; MIN CI,Ei4lb4N6l TYPE
SIIEEMBEISAdENT lOMASONRK '': TOADJACENI:: 11W
Ibtli
ANCHOR TAPCON •
1/4" 1.1/1" r ELCO
ULTRACON
1/4" 1.1/a" 1" a" TAPPER°
3/r 1-3/4" 3"• 6" vaa
TeauclKln TQKen Tor reauCea egge 016TanCe. WOOD
SCREW INSTALLATION NOTES: I.
Maintain a minimum 51T edge distance, I" end distance, d 1"o.c. spacing of woodscrewstopreventthesplittingofwood. SILL
L6, (
TYP ) FRAME
ANCHORING SEE
STRIKE DETAIL
HINGE
DETAIL a
58
STRIKE
JAMB 19
59 164STRIKE
PLATE DETAIL z N
N
Z U E:
4 27 11 i N.
T.S. 0 BY:
JK m W:
LFS 3 WMC
NO.: K FL—
14558.1 a cr
6 or 7 ON
BILL OF MATERIALS
REM 0 DESCRIPTION MATERIAL
D 3/8" X S' POWERS TAPER PFH CONCRETE SCREW STEEL
E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR
HOLLOW BLOCK CONFORMING TO ASTM C90 OR ASTM A653 STEEL CONCRETE
F 1 /4" X 2-3/4' ELCO OR ITW PFH CONCRETE SCREW STEEL
G 1/4" X 2-1/4" ELCO OR ITW PFH CONCRETE SCREW
1 DAYBAR FIXED FRAME 16 GA. - A60 GALVANNEALED STEEL) STEEL
7 WEATHERSTRIP (Q-LON)
15 10-24 X 1/2" PFH THREAD CUTTING MACHINESCREW STEEL
16 8-32 X 1/7' SQFH THREAD CUTTING MACHINE SCREW STEEL
18 4.0" X 4.0' HINGE STEEL
19 8 X 5/8" PFH COMBINATION MACHINE/SHEET METAL SCREW STEEL
20 EMA BUTTERFLY ANCHOR STEEL
29 HINGE REINFORCEMENT STEEL
30 OUTSWING THRESHOLD ALUM/WOOD
31 ADA THRESHOLD ALUM
40 STEEL EDGE DOOR - SEE DOOR PANEL DETAILS
58 STRIKE PLATE - DEADBOLT STEEL
59 STRIKE PLATE - LATCHBOLT STEEL
0
o
31 ADA THRESHOLDDLP - ISTB
T STEEL FRAMEDAYBAR
4.56"
E
1 OUTSWING THRESHOLD
DLP - QOSR
i
jSQii
o
5.25'-----il I E
dal`
0.25' -1 r I„ 1 c c
P °Z
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Ko O
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cK
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1 NINGE REINFORCEMENT w Go W 0wO
W JOW33
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20 BUTTERFLY ANCHOREMA
O
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asl: O
OWtE: 4 27 11
N. T. S. scu.E:
I8 HINGE DING. BY: JK
CHK. BY. LFS
DRAWING NO.:
FL-14558.1
SHEET 7 of ]
Fiber -Classic. & Smooth -Star.
COMPOSITE EDGE
OPAQUE FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
7MPACTr,
GENERAL NOTES
1. This product evaluation drawing hasbeen developed Incompliance with the 51h Edition (2014) Florida Building Code
FBC) including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed andspaced as shown on details. Anchorembedment to base material shallbe
beyond wall dressing or stucco.
3. When used in 1he'11VHPthis product complieswith Section 1626 of the FBCand does notrequire an impactresistant
Covering.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product complies with Section
1609.1.2 of the FBC and does notrequire an Impact resistant covering. This product meets missile level "D" andincludes
WindZone 4as defined in ASTM E 1996 and Section 1609.12.2 ofthe FBC.
5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for N buck masonry
construction.
6. Site conditions that deviate from the detaBs of this drawing require further engineering analysis by a licensed engineer
orregistered architect.
7. Outswing configurations using Coastal Sill (item # 19) & Composite SDI (Rem # 16) under active doors meet water
Infiltration requirements for'11VHT. AN other configurations do not meet the water Infiltration requirements for the
HVHP and shall be installed only In non-hobtlable areas orofhabitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees.
TABLE OF CONTENTS
DESCRIPTION
37.75" MAX O.A. r FRAME WIDTH
zz
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2= =0
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N
0
CONFIGURATION LOCK
HARDWARE
DESIGN PRESSURE (PSF)
INSWING
DESIGN PRESSURE (PSF)
OUTSWtNG
POSITIVE NEGATIVE POSITIVE NEGATIVE
x Kwikset 75.0 75.0 80.0 80.0
x Schlage 75.0 75.0 75.0 75.0
X MuMipoint 60.0 55.0 55.0
co anocr v rut nuruwure apectrscanalls
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SCALE: N.T.S.
owG. By: JK
CHK. ey: LF$
FL-20470.1
SHEET I OF 11
EXTERIOR 3.6"
COMPOSITE COMPOSITE
CAP HINGE STILE STEEL REINFORCEMENT INTERIOR LOCKSTILE CAP
ENGINEERED WOOD) (
0.023"THK.) (ENGINEERED WOOD)
rl ` HORIZONTAL CROSS SECTION
2
C
00000000 0 r0 41 .
DETAIL A -A STEEL REINFORCEMENT
PANEL REINFORCEMENT 28,86% OPEN0.023"ThIckSteel) AREA MAX.
08 X 2.5' PFH WS (TYP. @ EACH DOOR CORNER)
36.0" MAX. DOOR 35.813" MAX. DOOR
PANEL WIDTH PANEL WIDTH
Tn
x h x v x
Ed w Ed1z
g X o o
X o-1 8
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D *
I I*
D *
I
DOOR PANEL DOOR PANEL40BOOK41HybrldDoor
0.406"
COMPOSITE
CAP HINGESTILE
ENGINEERED WOOD)
35.813" MAX. DOOR
PANEL WIDTH
to
4$ DOOR PANELUlDoor
w
EXTERIOR
0.406.
COMPOSITE
STEEL REINFORCEMENT INTERIOR LOCK STILE CAP
10.023" THK.) (ENGINEERED WOOD)
2 HORIZONTAL CROSS SECTION
2
TOP RAIL
COMPOSITE/ENGINEERED
WOOD) I
STEEL REINFORCEMENT
b (0.023" THK.) p
1d o
FOAM CORE
POLYURETHANE -
1.9 PCF MIN.)
INTERIOR EXTERIOR INTERIOR EXTERIOR
FIBERGLASS SKIN / !
o (0.073" THK.) o
I BOTTOM RAIL Ii--1.71" (COMP.) 1.71"
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SCALE: N.T.S.
M. BY, JK
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3 VERTICAL CROSS SECTION r4-' VERTICAL CROSS SECTION °R''"'"c NO.:
Z Z FL-20470.1
17
OF
SEE HARDWARE
CHART
KNOB: F51SCHLAGEDEADBOLT: B60
KWIKSET
KNOB: SIGNATURE SERIES
DEADBOLT: SIGNATURE SERIES (980)
HOPPE MULTIPOINT:MPDGART
THERMA•TRU) 3 Pt. Manual Tongue)
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0"
EW
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DATE:
0810211
f SCALE. N.
T.S. DWG. sr:
JK Fiber-Classic/
Smooth-Star Door Panel Options CHK. BY: LFS Panel options
shown are for Illustration and are representative only DRAWING NO, similar opaque
panel configurations are allowed) FL-20470.1 SHEET 3
OF 11
tltllll 11!!!!
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40 41 42 a
Y61
EXTERIOR INTERIOR
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ck N
1.15'MIN.
o
11 VERTICAL CROSSSECTION EMB. (TYP.) n F
E 4 Shown w/ 2X Buck
Outswing shown (Inswing slaftr) E tiw
C,
N oNaNB
C B o O =&
4 O U
OJSTY'INK
0.15'GSINK
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1
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INTERIOR INTERIOR T)
4
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24 EXTERIOR EXTERIOR
Z
40 41 421-1/4"MIN. ( 29
40 41 42 27 z
wTE:08 02 16 iEMB. (TYP.) 1 1-1/4"MIN. nN.T.S. EMB. (TYP.) SSE:
mHORIZONTALCROSSSECTIONHORIZONTALCROSSSECTIONDWG2
BY: LS 3F4Shownw
Outswing shown (Inswing similar)
t c(Iownw
showOutswing n (Inswing similar)
cM(. CNN.
OMW NC NO.:
FL-20470.1 0
SHEET 4 Of 11 N
1-1/4"
IX Buck to be secured to
masonry by others
r2—' HORIZONTAL CROSS SECTION
S 511. w/ I X sub -buck
Outswing shown (Inswing similar)
A
EXTERIOR rim INTERIOR
VERTICAL CROSS SECTION
Shown w/1Xsub-buck
Outswing shown (Inswing similar)
HORIZONTAL CROSS SECTION
Shown w/ 1X sub-buc
Outswing shown (Inswing similar)
MIN.
iYP.I
o azu
08 02116 i
N. T. S. °
er: JK m
C. BY, LFS 3
TWIN° NO,
FL-20470.1 0
5 or 11
1.s•
MAX.
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
b Shown Direct to MasonryOutswingonlyw/ 4-9/ 16' jomb
INTERIOR
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
w/ STANDARD STRIKE = t 55 PSF
w/ SECURITY STRIKE = t 65 PSF
2
r
U I I M
1-1/4"MIN.
EMB. (TYP.)
EMB. (TYP.)
EXTERIOREDE
HORIZONTAL CROSS SECTION 33 HORIZONTAL CROSS SECTION
b Shown Direct to Masonry b Shown Directto MasonryOutswingonlyw/ 4-9/16" jamb Outswing only w/ 4-9/16" jamb
DMIOR r//IC-"
INTERIOR
VERTICAL CROSS SECTION SECTION
b Shown Direct to Mon..0Outswingonlyw/ 6-9/1jamb Shown
Direct to Masonry Outswingonlyw/ 6-9/16' jamb 1.
51 MAX.
Eel,
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INTERIOR
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EXTERIOR
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1-I/4"MIN. DATE: 08102116 EMB.ITYP.) N.T.S. S-, b
HORIZONTAL CROSS SECTION DWG. BY: Jx b
Shown Direct to Masonry OHK. BY: LFS Outswingonlyw/ 6-9/16jamb muwrNG NO.: FL-20470.
1 i SHEET 6
Or 11
Notes:
1. SRI Item #'s 17, 18, 19, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /T' pfh screws at each and.
Sill Item #'s 16 & 33 are attached toIambs w/ (2) #8 X 2-1 /2" pfh screws at each end.
Sill Item #151s attached to Iambs utilizing (4) #10 X I-1/7' pph screws at each end.
INTERIOR
SEE NOTE I
EXTERIOR INTERIOR
SEE NOTE 1
EXTERIOR
VERTICAL CROSS SEC71ON
7 Inswing Sill
EXTERIOR -F;7 U INTERIOR
EXTERIOR -Gib INTERIOR _ /
SEE NOTE 1
c°
3 VERTICAL CROSS SECTION
7 Outswing Sill (Coastal Sill Shown( 4-- VERTICAL CROSS SECTION
7 Public Access SIII
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SCALE: N.T.S.
owc. BY: JK
CHK. BY: LFS
onnvnNc NO.:
FL-20470.1
SHEET 7 or _I 1
4" (TYP.)
D
HEAD & JAMBS
TYP.)
2X BUCK
60 PSF MAX
O
MASONRY
TYP.) ..., .,...... .......,..,.....
4" (TYP.)
D
HEAD & JAMBS
TYP.)
80 PSF MAX
O
2X BUCK ANCHORING
3) #8 x 2-1/7'
PFH WS
JAMB TO HEAD DETAIL
TYP.J
L 2X BUCK
J I BUCK
BUCK M DIRECT TO
N MASONRY
FRAME HEAD & JAMBS
TYP.)
o
U
O
FRAME ANCHORING
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2
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LE: N. T.S.
BY: JK in
BY: LFS 3
WING NO.:
FL-20470.1 a
er 8 or 11 N
2X BUCK L
28
IX BUCK G
DIRECT TO M O 26MASONRY
2X BUCK 2$
1X BUCK G
DIRECT TO M
27
MASONRY
LATCH LL DEADBOLT DETAIL
Kwlkset
2X BUCK
IX BUCK
DIRECT TO
MASONRY SUB STRIKE
PLATE
2X BUCK
V25L—*—VIXBUCKDIRECTTO
MASONRY
LATCH6 DEADBOLTDETAIL
Schloge
LATCH & DEADBOLT STRIKE DETAILS
Standard Deadbolt Strike Plate)
SEE LATCH
DEADBOLI
DETAIL
STRIKEJAMB
Latch and Deadbolt
8B
M DIRECT TOMASONRY
DEADBOLT STRIKE DETAILS
Security Deadbolt Strike Plate)
P O
S S
SEE HINGE O ^ O
DETAIL (TYP.I
O
aO a 0
o o
STRIKE DETAIL
TYP.i
SEELATCH 1
DEADBOLT
DETAIL
HINGE JAMB STRIKE JAMB
Multipoint Lock
L 2X BUCK
29 G IX BUCK
M DIRECT TO
24
MASONRY
L
HINGEDETAIL
T
i.: V n
2X BUCK L
IXBUCK G DIRECTTO
M O 31 MASONRYTONGUE
STRIKE DETAIL multipoint
Lock 2X
BUCK IX
BUCK DIRECT
TO MASONRY
LATCHB
DEADBOLT DETAILu
ipoin oc MUL17POINT
LOCK STRIKE DETAILS ti
W pi
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in M z
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3'd
DATE: 08/02/
16 SCALE: N. T.
S. DWO. BY: JK
CHK. BY: LFS
DRAWING NO.: FL-
20470.1
SHEEr J OF
11
II
2.36' ,lllll!•Illt tt 0.
ao
INSWING THRESHOLD 37 INSWING THRESHOLD ` N z
2 Insw ng Bas c Composite Adjustable S617.1 /7' Inswing Bask raed 7 l /7' SNI WOOD JAMB iW 9 $ oVjrnOdra
4.56" 4.56" 5.133"
LLEEh
1 OUBWING THRESHOLD o:
11NSWINGINRESHOLD e fNSWUJGTHRESHOLD 1p ComposlteSPl Zo n
Inswing Bask Fbced Sill °O Inswing Composite Adjustable SIII MA%. i55 rtr w
5.75' _ (
where woterinRihotbnkrequired) qs m ZO
m a
5.77' o w r^ U
4.5e' co
QI 0
1— 0
a a
INSWING IHRESHOlD ..:.: ..........::..... ....:.:... }
W Inswing Moderate Climate Sal 1-3/8" e1 fNSWING THRESHOLD 07
Inrving Basic Composite Adjustable Sill OIIISWING THRESHOLD
ComposBe / Alum num SPI
5.75" q 5.75"
z0
Ln
r1 INSWING THRESHOLD ru OUTSWING THRESHOLD
Inswing Moderate Cit Sill Composite /Aluminum SPI
Themes Break)
5.75' ra PUBLIC ACCESS THRESHOLD 4.56"Uia2.36" o
w
1•
j
z n°
ouc: 08102116 i
SCE: N.T.S. °
3i3 INSWING THRESHOLD — 1.79" F--1.97 2.Ob"
o+ : JK m'
Inswing Basic Foced 53/4' Sill o, CHK. ar: LFS ;
8 SWEEP 9 SWEEP SWEEP o 19 COASTAL OUTSWING THRESHOLD owaverc No.:
10 Wood / AluminumSPl FL-20470.1 0
BILL OF MATERIALS811LOFMATERIALS
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9
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CONCRETE ANCHOR NOTES:
Ln
o
I. Concrete anchor locations at the comers may be adjusted to maintain the m1n. N
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjustedto
maintain the min. edge distance to mortarjoints, additional concrete anchors
maybe required to ensure the 'MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
I. u
iw
0
ZC
wre 08/02/16 z
SCALE: N.T.S.
owc. er: Jl( m
sr: LFSWOODSCREWINSTALLATIONNOTES: ORACHKORAWINC NO.:
1. Maintain a minimum 518" edge distance, i"end distance, & i" o.c. spacing of FL-20470.1 awoodscrewstopreventthesplittingofwood.
SHEET 11 OF i1 N
REM DESCRIPTION MATERIAL REM A DESCRIPTON MATERIAL
A 1X BUCK (SG >= 0.42} WOOD 25 8 x 2-1 /2"PFH WOOD SCREW STEEL
B 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8"PFH WOOD SCREW STEEL
C 1/4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL
D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL
E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SECURITY SUB STRIKE PLATE STEEL
28B DEADBOLT STRIKE PLATE (SECURITY) STEEL
G 3/1 b" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL
J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH 8 DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP
L 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP
M 3/i b" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP
N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP
1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
b WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP
8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP
9 SWEEP (USE W/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP
10 SWEEP (USE W/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK}
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID)
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (Ul }
18 OUTSWING THRESHOLD ALUM/COMP
19 COASTAL OUTSWING THRESHOLD ALUM/WOOD
22 8 x 3/4" PFH WOOD SCREW STEEL
23 10 x 3/4"PFH WOOD SCREW STEEL
24 10 x 1" PfH WOOD SCREW STEEL
ANCHOR ANCHOR` MINI MIN:; CLEARANCE MIN. CLEARANCE
TYPE SIIt: ;: EMBEDMEN!' 7OMASONRY iO1DJACENT,
EDGEANCHOR
ITW ®
TAPCON 1 4" T-1/4" 2" 4"
ELCO 1/A" T•1/4" 1" 4" UITRACON
ITW o 3/16" T•t/4" AS SHOWN 1-1/2" TAPCON
REQUIRED INSPECTION SEQUENCE
I$jp# , -1 . a714 Address: A
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
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
IELECT.RICA:L:RI
Min 7 —max
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Ins ection Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
1 C: HANICAL:PE TI .:
Min Max Inspection Descffi tion
Mechanical Rough
Mechanical Final
Min Max I m ection Descri tion
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
NOTICE d }MmENCEMEIdT
Permlt.Number.: .
PercellD N ' be J j — wn r•
Tt undersigned hereby gNes rioiice that ittiprovemerrl ti+VA be:made.tn certain real r0fallowingin(crrnattbn is provided In thts,Notice QfCommencement: p and Ih::accordance wttFi:Chapter 713,. Florida Statutes, the
2.
3.
r" Simple :Title.
4. CONTRACTOR- Name: L !mot 1 r4 l Il Gw
AddreSS ><-1 Aq---
T--'••_ 5 Phone Number ,_AM — 22,&—
5. ;SURETY (M applicable a copy ofthe PeYment bond Is•att&f4d) Name:
Address:...
Amount ofBond: 6. LENDER: 'Name;
7 Phone Number .. Address: _
7 '°rsor s w thrp •tt+w 3taie °f Ft°rtda 0eAi9natep by Owner upon whom noNea orather docum:W rho be1)( j. Ftatutes. s awed as provided by Section 713t3iorl.da,5 Name;
i Phone
Number_ A. ddress; t
In addition; 'Owner tlsslgi ates aP iG
rso".a eopYbi the yertorTs Notice, as: provided to Section- 13.. 3(1 Xb), Florida Statutes.,, Phdris number g
Ezptration Rate of Notltre;of CDmmenrzment_(Tha iworation is l year;frpm datao recurdingy unless @ iii)terent date is specified) iNA`
RNWGiO: VWEI-:APJY PAYMENTS MADE BY THE iOWNER AFTER, THE EXPIRATION OF THE NOTICE OF.COMIAENCEMENT ARE CONSIICIMPROPERf'AYIVIEN7S UI+IbER CHAPTER 713, PART I, SEC..TI.ON713:13; FI;ttRl[)A STATt)TES, AND CAN.RESULT IN YOUR PAYING `TWICE FOR kMPROVEt 1ENTS T,O' Y(3tJR PROPERTY: A NoTIGE OF COMMENGEIuIENt NCfJST 6E REGbk)ED AND POSTED ON THE. JO8'S)TE BEFORE THE FIRST'=1NSPEC710N. 1F YOU INTEND t0 Ct3TAiN FINAtVCING, :CONSUL f WITH YOUR LENDER OR AN ATTORNEY BEFORECOMIAENOrWORKffRt2ECOttDI1VG:YOIJR N0710E OF COMMEtVCEMENT; 1 `
r
tk Lessee. 6f AMOYs:brLessee's° ,(Print Name Smf Provide Sine etory fi TNe(orf ielAlnaedORcoilU'vaaar7PoRneiMlsnageil State
OfAlG The
goinj gjinstrumertia s actin dggd Worm in his: day Of Who
Is:personally known fo'me L OR . Nairool:gerspri m6kn , einaiit. .. wno.
has produced id+a itication /type dfi"nvgtaition produc6d. F/_- A4 GRANT
MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'
S # 2017093317 BK 8989 Pg 1817: (1pg) E-RECORDED 09/18/2017 08:30:39 AM 10.
00