HomeMy WebLinkAbout144 Kelly Cir 17-1499; DOORry IV E CITY OF SANFORD
BUILDING & FIRE PREVENTION
MAY 2 2 2017 PERMIT APPLICATION
Application No: [ (Aq9 Documented
Construction Value: $ 1 6 73 Job
Address: 141 [tm C zome 1--L 31773 Historic District: Yes No Parcel
ID: /'-A0-- 3O—v l ( — 6co O— O 3f3t7 Residential Ix Commercial Type of
Work: New Addition Alterationg Repair Demo Change of Use Move Description of
Work: &RYFf'[ 517.E (2 Plan Review
Contact Person: ;:Ai lij Title: ( Phone: —y
Y 9 D? Fax: Email:ru Property Owner
Information Name 66-
V /.Sf ' Phone: L 61 _JA4— Dg07 Street: fIll
G Resident of property? : E City, State
Zip: Contractor Information
Name 5CM
A • \(ARG4 V6 W-D1-LL0_ Street: 'IOo
n kw!A :J) j1(g' City, State
Zip: D g Name: Street:
City,
St,
Zip: Bonding Company:
Address: Phone:
4q7 _
q q % 6 9,S Fax: State
License
No.: 066a' Architect/Engineer 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 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. 0 t7 FBC 105.
3
Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Cody 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 accu ate and that all work will
be done in compliance with all applicable laws regulating construction and zo tng.
11
Signature of Owner/Agent Date Signature of C or/Agent Date
AR Q ui 5T scOTFAVtV Uf -- Print
Owner/Agent's Name A — Print Cyntractor/Agent's Narr4 1*7 7
6i
ature,(N tar -St re o. :NE
d
Date - y
SUZANNE
BALTZLEY o' SUZANBALTZLEY_ Notary Public -
State of Florida S NotaryPublStateofFlorida 'MyComm. Eres Dec
2, 2017 = rd My Comm. Expires Dec 2, 2017 of «o,, Commiss# FF
074100 FOF Commission # FF 074100 n to Me or
f c r Produced ID Type of
ID FL (ZL Produced ID Type of ID BELOW IS FOR OFFICE
USE ONLY to Me or 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: I2I:»
li
of
Stories:
Plumbing - # of
Fixtures Fire
Alarm Permit: Yes
No WASTE WATER: BUILDING: '5F /
7 Revised:
June 30, 2015
Permit Application
SCPA Parcel View: 12-20-30-511-0000-0380
FA
Page I of 2
i Property Record Card
CFA Parcel: 12-20-30-511-0000-0380fji'KAOwner: ARNOUIST GARY T Property
Address: 144 KELLY CIR SANFORD, FL 32773 Parcel
Information Value Summary Parcel
12-20-30-511-0000-0380 l5wn7er,
ARNQ61ST GARY T Property
Address j 144 KELLY CIR SANFORD, FL-32773 Mailing
144 KELLY CIR SANFORD, FL 32773-7358 Subdivision
Name MONROE MEADOWS Tax
District Sl-SANFORD i— — ---------
DOR
Use Code 01-SINGLE FAMILY Exemptions
100-HOMESTEAD(1995) Tax Amount
without SOH: $767.00 2016 Tax
Bill Arn(Lynt $635.00 1 Tax
Estimator Save Our
Homes Savings: $132.00 TRIM Notice
Help Does NOT
INCLUDE Non Ad Valorem Assessments Legal Description
LOT 38
MONROE MEADOWS
PB 46
PGS 16 & 17 Taxes Taxing
Authority
Assessment Value Exempt Values Taxable Value County Bonds
70,437 45,937 24,500 Schools 70,
437 25,500 44,937 City Sanford
70,437 45,937 24,500 County General
Fund 70,437 45,937 24,500 SJWM(Saint
Johns Water Management) 70,437 45,937 24,500 Sales T-
Book
Page l Des.rpton
ate Amount Amount Qualified V../Irnp Yes Improved
1 Find
Comparable Sales Land FMethod
Frontage '
Depth Units I Units Price Land Value LOT 0.
00 no 20,000.00 20,000 Building Information
Description Year
Built
I Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value ctual/Effective
Repl Value
Appendages A 1
SINGLE
1994 6 2 20 966 1,596 966 CONC $71,381 $78,441 Description Area
BLOCK FAMILY
OPENPORCI4
FINISHED 32.
00
488.00
http://parceldetail.
scpafl.org/ParcelDetaillnfo.aspx?PID=12203051100000380 5/3/2017
qt'
3020 i'vicrcy Drive 7711 Anderson Rd.
TamOrlando. FL 32808 .. ...ems pa, FL 33634
407)77o-oi84 WINDOWS & DOORS (8t3)514-9490
uwlr faswrl.con1
FL Lc 0 Ct.G`C1/5 1821?
U_"I TI`II 1U7 1 v_bcl= qU% Ut (mail:
li\\,, Ihr m,ncrt,l a(hh, prom ,s brd beta,+, 4:remoftzr r. fired to a Ltu}tr' uTa w ,o..tr. t uh FAS N mu.+ s S D>or h ninshcr tnlered m as ••F:\S1t tl' t t Irni>h all mat mis listed
helow for use al Ihr prnnises located toe Is there a Hcmrownrrs AsncianonY J Yes : Np
fR au ICrtd fSama} (zapa
Congratulations on your purchase of the finest home improvement products in the industry today! Below are the n:aues and contact information or key people involver)
with your purchase. We helieve that communication Is the pathway to success! Please contact the people below at :mv time reeardhw Pour purchase and/or installation.
Installation Customer Care
You will he contacted by a member oiyour Installation Team to discuss the In the event that you have :any questions or concerns fe):+idding the •v, mcloy at door
f'liou•in_ installation. Please do ant hesitate fit contact _ _. your
I Confinnreceiptof ;turcont act andr,iea pecriications. Production Coordinator, to _ _ our Production
3. Schedule .I aim for the tight measure. N inagcr, at `(,('i` 1 `ycu iccl that „e dad oat c ' on any
3. Identify .tit : pproxunalc installation start or tl livery date. of our promises to coo. p contau Its atCl_
1. Answer any concerns you rimy have related to dx• project.
4Insta11 Pict. Up D Digs. Law-: :bhxrd Impact htivcd
Quaniiay xlanuf—'a" 5cric, slyic cantor Grids S—V, ascun'+ Line Nine Tcn
s-
kA-M I
rP
zV 4 r 3,: oft. kt: •e . Y: unto .,Mn2- 51. Pleas,
Hole all grid spcJfi,ati,,a,, fineih, hdnlwam fit., and hint', details in line notes. Special
Instructions: Please
read the fallandn••{ hold h'pe and initial corresponding line. Bill
doors are not -finished. Failure to paint or stain doors in it timely manner may affect your rights tindJer the manufacturer's warrunty. G
Yot Applicable Buyer initials: Verbal
understandings and agreements with representative shall not be binding. All understandings :aid agreements must Ire set forth in writing in this Contract. understand
and recognize all terms and conditions on the front and reverse of this contract and am initialing to indicate my co ipietc. understanding Buyer
mitia 4-1— HURRICANE
PROTECTION I acknowledge that I ant the owner of the residence and have contracted with FASWD to replace windows/charts. The home is located
in an impact zone and I have existing hurricane protection equipment that complies with local jurisdiction. FASWD will not be liable if my existing protection
equipment is deemed inadequate by the Incas goverioneut inspector after nn ivinduus are installed. In the event that my hurricane protection equipment fails
inspection. 1 understand that FASNVD will supplyappropriate materials at a cost to me or s375.00 per opening. I am initialing to indicate my complete understanding. omplete
t
understanding. ^
Not
Applicable.
Buyer initials: _! INCITE: The
warranty provisions as stated on the reverse have been explained and i/YA"c understand them fully. Additional pros-isions and warranties ar .talc n the reverse
side and sire part of this contract. Buyer initials:
Tie TOTAL
PUU:F. tea all bif—ahorS t'I `nia-ials(including any appllcahlc discnun1) is l'e'
ras: Credit (Subjesu I,, the ap royal ofthe Crrdh Dcpnnn—t) Credit Approval
C"oJc: Credh Card (
Flews, till ow crrdit card inlor Van- sh-o Vuh i_
Pinal Past cni parable lit Installer upon o-irletinni Sun TOTAL:
TAN (DELIVERY
OR PICK till' ONLY):._____.__ DEPOSIT REOUIRED:
ej3U L RALA:NCE
DUI(: l 9j 34 Spa If tit
I t t i.n Ih t ,r r ifis in a par ,-/t,--a ,chich is in,orls rawd hcrcin ete by tefnccandmad -a pa h wit IN WITNESS Vt IIEREOF Buye(s) hi, 1
r anw sr d their rune(; tlf N day of ir/ and acknowledge neeeipt ora I— cap, of this Contract and unh:-s other iw sp glued, it Is and —hied that the Buy --,ad} in
wink u, begin. ! llm, pie Ruvcrts).
nup• cancel this transaction au any time prior to midnight of III, third day aster the date of dies trailsncahm. Si+,mnure. affixed balm acts as a rVcdpt that bpi V. (s) i,'ed appropriate•
eane,uaaon fonus. See rawer,, sid, Ihr detans. FASWD BUYER til'
li•/IjI
C/% Ilcpa:w.^ D_ae yql //1 itl:
Ycti
Dan•. iPI'I (i
v, n IM $,-11 .ccr "/ it note N lluvcrtsl uncinrsand,
Ihnl
this dhrumcnl d-, not eunsom, a alid :tad binding C.amract liar ioIV puapoac unless and'anti it is signed and accepacd by—iinh.xiaed elo—a at- of FASWD, Ail amoums due unJrr
thu ug-11—a shall be paid upon the date specified herca.. iran set net, or upon the day the last of the work or products are liunntied to the Buycr. fast due ..nuns arc suhjeet to a ,dole-
charge e( 1,4% per an nun f-nm the dare date. rtu•:fir agres to pay FASWD all cosh of,nforcemc a o :el(-etimn, including reasonable aromcy fees. whether o not a lawsuit is ctnii—ne_d
as a pan fthe collection pnass. This Cnntmet and the averment fur ,,dit, ifany, shall constitute the enure agreement bc,—n the parties, abash rnIoV agrecnxnt and spccificaaions shall not be
a]t—d or mndili d,:vicep; by arittzn ag -n—t bctx•cen the partis be. IN 'Fill -I
VENT "PHIS CONTRACT IS NOT ACC'EI'TED 14Y FASWD. ANY PAYNIENI MADE' HEREUNDER SHALL BL RLF'UNOLD TO -I [If. BUYER(S) AND ME CON TR:A(
ASHALL. BE NULL AND \1011) AND OF NO EFFECT FASWD IS NOV RESPONSIBLE FOR EXISTING S'rRt cruRAL DEFECTS, DRY ROT OR CODE: VIOLATIONS. ATIONS REPAIRING, PLASTERING,
C'ARPLNMY _•iND)OR DEC'OR:A FINE ARE NOT INCLUDEI) UNLESS SPECIFICALLY CHARGED FOR AND SF ECIFII:D N White Copy (Office) Cmmry
Copy (Production) Pink Copy (Buyer)
LIMITED POWER OF ATTORNEY
Date: 6-'/5- /I
I hereby name and appoint Uaj!s "aw ' oofq6 to be my lawful attorney -in -fact to act
for me and apply for a (,I,( L. T)I aG permit for work to be performed at the
location described as:
f4 KEY
Address of Job)
Owner of Property)
And to sign my name and do all things necessary to this
Scott A. Varga (CGC151821 Q
Printed Name of Contractor and License Number
STATE OF FLORIDA `'
COUNTY OF WANGe
The foregoing instrument instrument was acknowledged before me this day of
5(.fo01 1 A + RGA who is (d personally known to me or 0 has produced
of identification) has identification.
Suzanne Baltzley
Print/Type/Stamp Name of Notary Public
S
p1 qY PvRl SUZANNE BALTZLEYP :
Notary Public - State of Florida
My Comm. Expires Dec 2, 2017
Commission # FF 074100
20 11 , by
type
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BCIS Home Log In ' User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
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41a. Product Approvalj'' .
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
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Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
FL12463-R8 J ' q „ 2
Revision
v/ J I
2014
Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
ProVia Door, Inc.
2150 State Route 39
Sugarcreek, OH 44681
330) 852-1774
dean.martin@proviaproducts.com
Chris Nolt
christopher.nolt@proviadoor.com
Exterior Doors 'a ' -A St Q-(
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard Year
ASTM E330 2002
Method 1 Option A
Date Submitted 09/29/2016
Date Validated 11/14/2016
Date Pending FBC Approval
Date Approved 11/15/2016
Summary of Products,
Go to Page irk! Page 1 / 2 0 0
FL # Model, Number or Name i Description
M
12463.1 20GA STEEL IS DOOR 20GA STEEL IS PATIO DOOR W/ OR W/ OUT SIDELITES AND
TRANSOM
Limits of Use
I- ......... _---__.......... -_.... _..... __... _._._... .......... _... _.... _... _.._........................................................................... _....................... ..............
Certification Agency Certificate
Approved for use in HVHZ: No FL12463_R8._C.....CAC._.NI009869.02-R4.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/28/2021
Design Pressure: +45/-50 1 Installation Instructions
Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED FL12463_R8_II_08-00709E—_pdf
CONFIGURATIONS 1 Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL12463_R8_AE_511231F.pdf
Created by Independent Third Party: Yes I
12463.2 20GA STEEL IS OR OS DOOR 20GA STEEL IS OR OS DOOR W/ OR W/ OUT DIRECT SET
SIDELITES AND TRANSOM
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL12463_R8_C_CAC _NI009869-R4.pcif
Approved for use outside HVHZ: Yes 1 Quality Assurance Contract Expiration Date
Impact Resistant: No 02/28/2021
Design Pressure: +40/-45 Installation Instructions j
Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED FL12463-_R8_II._08-00710D.__:pdf i
CONFIGURATIONS j Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
i Evaluation Reports
FL12463_R8_AE_511233D.pcif j
1 Created by Independent Third Party: Yes
12463.3 20GA STEEL IS OR OS DOOR
I
20GA STEEL IS OR OS DOOR W/ OR W/ OUT SIDELITES AND
TRANSOM
Limits of Use
I
Certification Agency Certificate
Approved for use in HVHZ: No FL12463_R8 C CAC_ NI009869.01-R5.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/28/2021
Design Pressure: +45/-55 1 Installation Instructions
Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED i FL12463-...R8.,.-II_..,08-00709 ...:Pdf I
CONFIGURATIONS Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL12463_R8_AE_511229D.pdf
Created by Independent Third Party: Yes
12463.4 SIGNET 7'0 FIBERGLASS DOOR SIGNET 7'0 IS/OS GLAZED FIBERGLASS DOOR W/ OR W/
OUT SIDELITES AND TRANSOM
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL12463.._.R8C_CAC ._NI009851.01-R4.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 02/28/2021
Design Pressure: +55/-55 I Installation Instructions
Other: SEE INSTALLATION INSTRUCTIONS FOR APPROVED I FL12463_R8 II_08-00711D__pdf
CONFIGURATIONS I Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL12463_R8AE..,..511235 D_pdf
Created by Independent Third Party: Yes 1
j
12463.5 SIGNET 7'0 FIBERGLASS DOOR 1iSIGNETIS7'0 GLAZED FIBERGLASS PATIO DOOR W/ OR W/
i OUT SIDELITES AND TRANSOM
1........... ... ................ .......................................................................,.....................................
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: No FL124(i....,.R8C-,_CACNIQ09$S1..p2.-R4,_p.41f
Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date
Impact Resistant: No 1 02/28/2021
Design Pressure: +45/ 50 Installation Instructions
104 1/2" MAX FRAME WIDTH
G
O
FIXED INACTIVE ACTIVE FIXED
15 1/4" MAX
TRANSOM
HEIGHT
97 1/2" 112 3/4"
MAX MAX
DOOR FRAME
AND
HEIGHT
SIDELITE
FRAME
HEIGHT
20 GA STEEL IS DOUBLE DOOR W/ SIDELITES AND TRANSOM
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
45PSF/-55PSF
NONETHISSYSTEMWASNOTTESTEDFORWATER
INFILTRATION AND IS TO BE INSTALLED ONLY
WHERE THE WATER REQUIREMENT IS NOT NEEDED
FOR ADDITIONAL APPROVED CONFIGURATIONS
SEE SHEET 3.
NOTES:
1. MAXIMUM DOOR PANEL SIZE: 35 3/4"X 94 15116"
Z MAXIMUM SIDELITE PANEL SIZE: 15 1/4"X 97 1/2"
3. MAXIMUM DOOR PANEL D.L.O.: 20" X 78 112"
4. MAXIMUM SIDELITE PANEL D.L.O.: 6 7/8"X78 1/2"
5. MAXIMUM TRANSOM D.L.O.: 102' X 12 314' TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 INSWING ELEVATION AND NOTES
2 OUTSWING ELEVATION AND HARDWARE
3 INSWING/OUTSWING ADDITIONAL CONFIGURATIONS
4 - 6 ANCHORING LAYOUTS
7 - 8 INSTALLATION DETAILS
9 INSTALLATION AND GLAZING DETAILS
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED PER NEW TESTING OS/22/13 R.L.
REVISED INSTALLATION DETAILS 08/11/15 1 R.L.
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS OF FLORIDA BUILDING CODE.
2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. WOOD FRAMING AND MASONRY
OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
4) UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLAZING.
5) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE
PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR
WOOD ANCHOR CALCULATIONS.
6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.
SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM
STACK TO BE 1/4".
7) FOR ANCHORING INTO 2X BUCK OR WOOD FRAMING USE #10 WOOD SCREW OF
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS.
8) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCON OF SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS.
9) ALL FASTENERS TO BE CORROSION RESISTANT.
10) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
A. WOOD - G=0.42 MINIMUM SPECIFIC GRAVITY
B. CONCRETE - 3,000PSI MINIMUM COMPRESSIVE STRENGTH.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER).
1 1) FRAME MATERIAL: WOOD WITH G .46 MINIMUM SPECIFIC GRAVITY OR COMPOSITE,
12) DOOR PANEL MATERIAL: 20GA. STEEL WITH 17GA. STEEL OR .0938" FIBERGLASS
TOP AND BOTTOM RAIL. SEE SHEET 9 FOR PANEL OPTIONS.
13) SIDELITE SASH MATERIAL: 24GA STEEL WITH WOOD EDGE.
14) MAXIMUM DOOR PANEL SIZE = 35 3/4" x 94 15/16".
15) MAXIMUM SIDELITE SASH SIZE = 13 7/8" x 95 1/8".
16) UNITS MAY BE INSTALLED WITH EITHER SCHLAGE F-SERIES DOOR KNOB AND
B-SERIES OR F-SERIES DEADBOLT OR EMTEK RESIDENTIAL GRADE DOOR HANDLE
ASSEMBLY OR MULTI -POINT LOCK HANDLE ASSEMBLY BY TRILENNIUM, SEE
HARDWARE SCHEDULE SHEET 2 FOR APPROVED HARDWARE,
SIGNED: 1110912016
O DOOR,INC
WEST
1R IIC1o
f//i2150PSTATEX\5 SUGARCREEK,
OH 44681 w•\GENS%qiP 20GA
STEEL IS OR OS DOOR W/ AND W/ OUT*A A 14"
SIDELITES AND TRANSOM INSWING
ELEVATION AND NOTES TE OF'o•
A iFS ,
0 RI04: •G\'\ DRAWN: on N0. REV TJH
08 D S/ if, Ijllx?\\\` SOOE7080F10SCALENTSDATE03/17/09
104 1/2" MAX FRAME WIDTH {
G
O
FIXED INACTIVE ACTIVE FIXED
15 1/4" MAX
TRANSOM
HEIGHT
97 1/2" 112 3/4
MAX MAX
DOOR FRAME
AND
HEIGHT
SIDELITE
FRAME
HEIGHT
20GA STEEL Of DOUBLE DOOR W/ SIDELITES AND TRANSOM
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
45PSF/-55PSF
NONETHISSYSTEMWASNOTTESTEDFORWATER
INFILTRATIONAND IS TO BE INSTALLED ONLY
WHERE THE WATER REQUIREMENT IS NOT NEEDED
FOR ADDITIONAL APPROVED CONFIGURATIONS
SEE SHEET 3.
NOTES:
1. MAXIMUM DOOR PANEL SIZE: 353/4'X 94 15116'
2. MAXIMUM SIDELITE PANEL SIZE: 151/4'X 9712'
3. MAXIMUM DOOR PANEL D. L0.: 20'X 7812"
4. MAXIMUM SIDELITE PANEL D.L0.: 67/8"X7812"
5. MAXIMUM TRANSOM D.L.O.: 102'X 12314"
r055'
J 1 1 /4"
37/64"
I--- 4 13/ 1 6"
INSWING DOOR SILL DETAIL
5 51/64"
1 43/64"
055"
8" 1 5/64"
1 3 /
1 1 /32" J
L 1
OUTSWING DOORSILL DETAIL
5 5/8"
1/2"
T
ane TwQpcI-l/)l n
HARDWARE SCHEDULE
A. F-SERIES LOCK ASSEBLY DOOR KNOB BY SCHLAGE.
B. B-SERIES DEADBOLT ASSEMBLY BY SCHLAGE.
C. F-SERIES DEADBOLT ASSEMBLY BY SCHLAGE.
D. RESIDENTIAL GRADE DOOR HANDLE ASSEMBLY BY EMTEK
E. MULTI -POINT LOCK HANDLE ASSEMBLY BY TRILENNIUM
F. INSWING HURRICANE ASTRAGAL BY ENDURA.
G. OUTSWING HURRICANE ASTRAGAL BY ENDURA.
H. (3) 4" x 4" BALL BEARING HINGES BY PENROD.
I. (3) 4" x 4" SPRING BOMMER HINGES BY PENROD.
REVISIONS
DESCRIPTION
REVISED PER NEW TESTING
REVISED INSTALLATION DETAILS
8 x 5/
SCRE
8 x 2 1/2"
SCREW
DATE APPPOVED
05/22/13 R.L.
05/11/15 R.L.
ANEL
8 x 5/8"
SCREW
8 x 5/8"
SCREW
HINGE INSTALLATION DETAIL
PROVIA DOOR, INC
2150 STATE ROUTE 39 WEST
SUGARCREEK, OH 44681
20GA STEEL IS OR OS DOOR W/ AND W/ OUT
14" SIDELITES AND TRANSOM
OUTSWING ELEVATION AND HARDWARE
TJH 108-00708
SCALE NTS I DATE 03/17/09 SHEEf2 OF 10
SIGNED: 1110912016
Rt I I LL10
ENS 9iP
q
0-6,51
ST;ATTcE OO'
o F ORtOP•
0
0
4/
ACTIVE
SINGLE
EXTERIOR VIEW
a
0
j
IXE ACTIVE
EXTERIOR VIEW
o
0
4
IXE ACTIVE IXE
EXTERIOR VIEW
REVISIONS
DESCRIPTION
REVISED PER NEW TESTING
REVISED INSTALLATION DETAILS
a
0
INACTIV ACTIVE
DOUBLE
EXTERIOR VIEW
7 Y/
O
O
INACTIVE ACTIVE
DATE APPROVEO
05/22/13 R.L.
08/11/15 R.L.
onr cc rrrowcu c a nw.wm ouvvcc rnowcu co a
SINGLE W/TRANSOM SINGLE W/SIDELITE &TRANSOM DOUBLE W/TRANSOM
EXTERIOR VIEW EXTERIOR VIEW
EXTERIOR VIEW EXTERIOR VIEW
EXTERIOR VIEW SIGNED: 11/09/2016
PROVIA DOOR, INC
2150 STATE ROUTE 39 WEST
Rlltll,,
J\? . • • • 1f9 i SUGARCREEK, OH 44681 GENSF •
20GA STEEL IS OR OS DOOR W/ AND W/ OUT
NOTE:
ALL APPROVED CONFIGURATIONS CAN BE o, 51 k
INSWING OR O G MODELS. ALL
ATIONS ARE SHOWN ASAPPROVEDCONFIGURATIONS
1 4 SIDELITES AND TRANSOM
INSWING OUTSWING ADDITIONAL CONFIGURATIONSTCOFGRTIONSOTAT OF RIGHT
HAND ACTIVE, LEFT HAND ACTIVE IS F•'Ol0Rt0?'• \'' G DRAWN:
Dwc No. RLv ALSO
APPOVED. 08500T38OF
D
i s' • NAj1E?\
cAENTSDATE03/17/09 10
6" MAX.
TYP.
6" MAX.
TYP.
16" MAX.
O.C. TYP.
6" MAX
TYP.
SINGLE
A.
fP.
6" MAX.
TYP.
6" MAX.
16" MAX. TYP.
O.C. TYP.
3" MAX.
6" MAX. TYP. "
MAX. MPTY6
J
6"
MAX. TYP.
16"
MAX. O.
C. TYP. 6"
MAX. TYP.
DOUBLE
REVISIONS
REV
DESCRIPTION DATE APPROVED C
REVISED PER NEW TESTING 05/22/13 R.L. 16"
MAX. D REVISED INSTALLATION DETAILS 08/11/15 R.L. 6"
MAX. TYP. JI O.C. TYP. 3"
MAX. TYP. 6"
MAX. 6"
MAX. TYP. -- 6"
MAX. TYP.
16"
MAX. O.
C. TYP, 6"
MAX. TYP.
I
SINGLE
W/SIDELITE 16"
MAX. O.C. TYP. 6"
MAX. TYP. 6" MAX. TYP. 3"
MAX. TYP. 3" MAX. TYP. 6"
MAX. TYP. 6"
MAX. 1
TYP.
16'
MAX. O.
C. TYP. DOUBLE
W/SIDELITES 6"
MAX. TYP. 3"
MAX. TYP. 6" MAX. 6"
MAX. TYP. --{ O.C. TYP. SINGLE
W/SIDELITES 1
6"
MAX. TYP.
16"
MAX O.
C. TYP 6"
MAX. TYP.
SIGNED:
1110912016 DOOR3ROUTE9 (
WEST NC
1R uiro9% 2POOSTAAEJSSUGARCREEK,
OH 44681 GEMSF •8 6"
MAX. 20GA STEEL IS OR OS DOOR W/ AND W/ OUT NP'
0,
51 14"
SIDELITES AND TRANSOM ANCHORING
LAYOUTS WITHOUT TRANSOMS STATE OF DRAWN:
DWG NO. REV J%
O • Fi Q` • ORIiFS,
S/'D
TJH
08-00708 D NA11E
SCALENTSDATE03/17/09 S'ELT4 OF 10
16" MAX.
O.C. TYP.
I r
6" MAX.
6" MAX. TYP.
TYP.
6" MAX.
TYP.
16" MAX.
O.C. TYP.
6" MAX
TYP.
6" MAX.
TYP.
SINGLE W/TRANSOM
16" MAX.
O.C. TYP.
6" MAX.
TYP. 6" MAX.
TYP.
3" MAX. 6" MAX.
TYP.F TYP.
6" MAX.
TYP.
16" MAX.
O.C. TYP.
6" MAX
TYP.
6" MAX.
6" MAX
3"
l
MAX.
6" MAX. O.0
6" MAX.
SINGLE W/SIDELITE TRANSOM
REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED PER NEW TESTING OS/22/13 R.L.
D REVISED INSTALLATION DETAILS 08/11/15 R.L.
16" MAX
6" MAX. rT O.C. TYP
TYP.
L
6 TYP. I-
6" MAX. TYP. - 16" MAX.
3" MAX. TYP. O.C. TYP.
6" MAX. TYP.
6" MAX.
TYP.
6" MAX.
1 r TYP.
3" MAX.
TYP.
16'" MAX.
O.C. TYP.
SINGLE W/SIDELITES & TRANSOM
PROVIA DOOR, INC
2150 STATE ROUTE 39 WEST
SUGARCREEK, OH 44681
20GA STEEL IS OR OS DOOR W/ AND W/ OUT
14'. SIDELITES AND TRANSOM
ANCHORING LAYOUTS WITH TRANSOMS
TJH 1 08-00708
SCALE NTS -E 03/17/09 ISNEE15 OF 10
6' MAX.
TYP.
SIGNED: 1110912016
R ILJO/X
i
ENSF
1(06 51*
ui rATE OF
Al1Ea`
16" MAX.
O.C. TYP.
6" MAX. .J 6" MAX.
TYP. TYP.
6" MAX. 6" MAX.
P. TYP.
16" MAX.
O.C. TYP.
6" MAX.
ITYP. rl
a a
3" MAX.
TYP.
3" MAX.
TYP.
16" MAX.
O.C. TYP.
6" MAX
TYP.
6" MAX. AX1 f 3" MAX.
TYP. _I -'
jllll
TYP.
16" MAX. 6" MAX.
O.C. TYP. TYP.
DOUBLE W/TRANSOM
S' MAX. TYP.
6" MAX. TYP.
9" MAX. TYP.
16" MAX.
O.C. TYP.
6" MAX.
TYP.
REVISIONS
REV DESCRIPTION "ATE APPROVED
C REVISED PER NEW TESTING 05/22/13 R.L.
D REVISED INSTALLATION DETAILS 08/11/15 R.L.
6" MAX.
TYP. r 9" MAX. TYP.
6" MAX. TYP.
E 3" MAX. TYP.
6" MAX.
3" MAX.
Typ
TYP.
16., MAX.
O.C. TYP. 6" MAX.
TYP.
DOUBLE W/SIDELITES & TRANSOM
PROVIA DOOR, INC
2150 STATE ROUTE 39 WEST
SUGARCREEK, OH 44681
20GA STEEL IS OR OS DOOR W/ AND W/ OUT
14" SIDELITES AND TRANSOM
ANCHORING LAYOUTS WITH TRANSOMS
DRAWN: DWG N0.
TJH 08-00708
SCALE NTS DATE 03/17/09 S"EET6 OF 10
SIGNED: 1110912016
R ILOtf///i
0EN3 ;9U,%
o
FOFitAfOF
1ice.('• !" .<
U
REV i Fps.....
D "/;/ 9/ONAl1EaG\
EXTERIOR TrnT INTERIOR EXTERIOR
SEE SHEET 9
FOR SLAB OPTIONS
10 WOOD
SCREW
APPROVED SEALANT
APPROVED
BY OTHERS
SEALANT
6Y OTHERS
4
1 3/8" MIN.
EMBEDMENT °
2X BUCK/WOOD
FRAMING BY OTHERS,
2X BUCK TO BE
PROPERLY SECURED
1
APPROVED
SEALANT
BY OTHERS
1/2" MIN
EDGE DISTANCE
DOORSILL DETAIL
INSWING
2X BUCK/WOOD FRAMING INSTALLATION
2X BUCK/WOOD
FRAMING BY 1/2" MIN
OTHERS, 2X f-" _I EDGE DISTANCE
BUCK TO BE SIDELITE SILL DETAIL
PROPERLY
INSWINGSECURED
2X BUCK/WOOD FRAMING INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
3/16" TAPCON
APPROVED
SEALANT
BY OTHERS
MIN.
4ENT
INTERIOR
REVISIONS
REV DESCRIPTION DATE APPROVED
C REVISED PER NEW TESTING 05/22/13 R.L.
D REVISED INSTALLATION DETAILS 08/11/15 R.L.
1 3/8" MIN. 1/4" MAX. INTERIOR
SEE SHEET 9 EMBEDMENT SHIM
FOR SLAB OPTIONS
II•
3/16" TAPCON
4 °
2 1/2" MIN.
fff EDGE DIST.
DOORSILL DETAIL
INSWING
MASONRY/CONCRETE INSTALLATION
IRA
10 WOOD
SCREW
EXTERIOR
2X BUCK/WOOD
1 1/4" MIN.
FRAMING OTHERS,
EMBEDMENT
1/2 MIN
EDGE DISTANCE
I i
2X BUCK TTO BE
PROPERLY SECUREDjAPPROVEDJAMBDETAILINSWING
SEALANT
BY OTHERS
2X BUCK/WOOD FRAMING INSTALLATION
SIDELITE JAMB SHOWN, HINGE AND STRIKE
JAMBS AND HEAD SIMILAR
I _ 1/4" MAX.
Ir SHIM INTERIOR
d°
II
3/16" TAPCON
E ND STRIKE
EXTERIOR
d
1X BUCK BY OTHERS,
MASONRY/CONCRETE 1X BUCK TO BE
BY OTHERST PROPERLY SECURED
2 1/2" MIN. 4 APPROVED
EDGE DIST. SEALANT
MIN.L
BY OTHERS
JAMB DETAIL INSWING
EMBEDMENT
MASONRY/CONCRETE INSTALLATION
1 1/4" MIN.
SIDELITE JAMB SHOWN, HING A
EMBEDMENT
JAMBS AND HEAD SIMILAR
2-1/2 " MIN.
SIGNED: 1110912016
GE olsT. PROVIA DOOR, INC 11R II
CIOSIDELITESILLDETAIL2150STATEROUTE39WESTNJ\S . - • 1! /ice
INSWING SUGARCREEK, OH 44681 GENSF.s
MASONRY/CONCRETE INSTALLATION 20GA STEEL IS OR OS DOOR W/ AND W/ OUT pI110, 51 •*=
14" SIDELITES AND TRANSOM
INSWING INSTALLATION DETAILS TAT OF
DRAWN: pWG N0. REV OR Q: i ifn F
TJH 08 08 DSOOTDAZENTS03/17/09 7 OF 10
IIIIIIIIIIIIIIIE
EXTERIOR
SEE SHEET 9
FOR SLAB OPTIONS
APPROVED
SEALANT
BY OTHERS
2X BUCK/WOOD
FRAMING BY
OTHERS, 2X
BUCK TO BE
PROPERLY
SECURED
APPROVED
SEALANT
BY OTHERS
INTERIOR
DOORSILL DETAIL
OUTSWING
2X BUCKIWOOD FRAMING INSTALLATION
EXTERIOR INTERIOR
BUCK/WOOD
FRAMING BY
OTHERS, 2X
6uPK To 9E
PROPERLY SIDELITE SILL DETAIL
SECURED OUTSWING
2X BUCK/WOOD FRAMING INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
EXTERIOR
10 WOOD
SEE SHEET 9SCREW
FOR SLAB OPTIONS
APPROVED
SEALANT
BY OTHERS
r
1 3/8" MIN.
EMBEDMENT
1/2" MIN
EDGE DISTANCE
10 WOOD
SCREW
REVISIONS
INTERIOR REV DESCRIPTION DATE APPROVED
C REVISED PER NEW TESTING 05/22/13 R.L.
D REVISED INSTALLATION DETAILS 08/11/15 R.L.
1 3/8" MIN.
f
1/4" MAX.
3/16" TAPCON EMBEDMENT SHIM
1
2X BUCK/WOOD
FRAMING 8Y
1/2" MIN OTHERS, 2X
EDGE DISTANCE BUCK TO BE
MASONRY/CONCRETE PROPERLY
BY OTHERS SECURED
I INTERIOR
4
1 1/4" MIN.
EMBEDMENT #
10 WOOD II"-
SCREW
2 1/ MIN.
EDGE DIST.
DOORSILL DETAIL
OUTSWING
MASONRYAANCRETE INSTALLATION
EXTERIOR TF" INTERIOR
3/16" TAPCON
APPROVED
SEALANT
BY OTHERS
i
d
1 3/8" MIN.
EMBEDMENT °
1/2" MIN ---
2 1/2" MIN.
EDGE DISTANCE
EDGE DIST.
SIDELITE SILL DETAIL
OUTSWING
MASONRY/CONCRETE INSTALLATION
I I .
EXTERIOR
APPROVED SEALANT JAMB DETAIL OUTSWING
BY OTHERS 2X BUCKIWOOD FRAMING INSTALLATION
SIDELITE JAMB SHOWN, HINGE AND STRIKE
JAMBS AND HEAD SIMILAR
1/4" MAX.
d SHIM I BUCK BY OTHERS,
2 1/2" MIN. 1X BUCK TO BE
EDGE DIST. PROPERLY SECURED
d. 3/16" TAPCONviINTERIOR
APPROVED SEALANT "
BY OTHERS I
MASONRY/CONCRETE
BY OTHERS
EXTERIOR
1 1/4" MIN. JAMB DETAIL OUTSWING
EMBEDMENT MASONRY/CONCRETE INSTALLATION
1 1/4" MIN,
SIDELITE JAMB SHOWN, HINGE AND STRIKE
EMBEDMENT
JAMBS AND HEAD SIMILAR
SIGNED: 1110912016
2PROVIA0STATE
DOORINC ROUTE
39 WEST \\\\J`Sti1R Il o SUGARCREEK,
OH 44681 `\,••"\GENSF9iP 20GA
STEEL IS OR OS DOOR W/ AND W/ OUT =*• jD51 *= 14"
SIDELITES AND TRANSOM OUTSWING
INSTALLATION DETAILS , STATE OF DRAWN:
DWG NO, REVR1Dp; • \ cAEE
NTS D E 03/17/09 OS
5007880E
10 D
REVISIONS
DATEREVDESCRIPTION APPROVE()
C REVISED PER NEW TESTING 05/22/13 R.L.
0 REVISED INSTALLATION DETAILS 08/11/15 R.L.
1/2" MIN
10 WOOD 2X BUCK/WOOD FRAMING
EDGE DISTANCE SCREW BY OTHERS, 2X BUCK TOFIBEPROPERLYSECURED
1 3/8" MIN.
EMBEDMENT
i
1/4" MAX.
APPROVED
SEALANT
SHIM 2 1/2" MIN. 3/16" TAPCON
EDGE DIST.
MASONRY/CONCRETE
BY OTHERS
BY OTHERS
6 X 1" WOOD SCREW
LOCATED 2" FROM EACH
EXTERIOR CORNER AND 12" MAX O.C. 1 1/4" MIN.
a
4
INTERIOR THEREAFTER EMBEDMENT a
a IX BUCK BY OTHERS,
a 1X BUCK TO BEd
TRANSOM DETAIL
PROPERLY SECURED
INSWING/OUTSWING
2X BUCK/WOOD FRAMING INSTALLATION
HEAD SHOWN JAMBS SIMILAR 1 /4" MAX.
SHIM
INTERIOR
6 X 1" WOOD SCREW
APPROVED SEALANT LOCATED 2" FROM EACH
BY OTHERS EXTERIOR CORNER AND 12" MAX O.C.
THEREAFTER
TRANSOM DETAIL
INSWING/OLITSWING
MASONRY/CONCRETE INSTALLATION
HEAD SHOWN JAMBS SIMILAR
SIGNED: 1110912016
PROVIA DOOR, INC iR IIIIIJ/
2150 STATE TE 39 WESTUGH
g
G E NSASUGARCREEK44681
20GA STEEL IS OR OS DOOR W/ AND W/ OUT 0 51
NOTES., 14" SIDELITES AND TRANSOM
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, INSTALLATION & GLAZING DETAILS TAT 4,
NOT SHOWN FOR CLARITY.
JOINT SEALANT BY OTHERS TO BE
00DRAWN: DWG N0.
2. PERIMETER AND
DESIGNED IN ACCORDANCE WITH ASTM E2112 D08
50079080ESD^H NTS DATE 03Ilwl 10
1 3/16"
1/8" TEMP
1/8" TEMP
EXTERIOR SUPER SPACER
GLAZING TAPE GLAZING TAPE
HOTMELT BUTYL
DOW 995
3/4" BITE BACK BEDDING
INTERIOR
t 0 X 1 3/4" SCREW
6 1/2" FROM EAACHHEEND AND
8 1/2" MAX O.C. THEREAFTER
GLAZING DETAIL A
O.A.
1/8" TEMP qrP
1/8" TEMP
EXTERIOR
BUTYL GLAZING
COMPOUND
POLYPROPOLEN
LITE FRAM E BY
TRINITY
17GA. STEEL
EDGE
GLAZING DETAIL C
DOOR PANEL
20GA. STEEL
PANEL
1" O.A.
7/8" TEMP
rl 1/B" TEMP
EXTERIOR TF-"T INTERIOR
BUTYL GLAZING
COMPOUND
24GA. STEEL
LITE FRAME BY
PANEL
LITE FRAME BY
TRINITY _ _.
WOOD EDGE
1 A-1- 111A 11 O
1" O.A.
1/8" TEMP 1/8" TEMP
INTERIOR
6 X 1" WOOD SCREW
EXTERIOR
LOCATED 2" FROM EACH
CORNER AND 12" MAX O.C.
SEALANT THEREAFTER
3/4" X 3/4"
WOOD GLASS STOP
FOAM GLAZING J \- SETTING
TAPE GLAZING DETAIL D BLOCK
TO A AIC/lA
REVISIONS
DESCRIPTION GATE APPROVED
REVISED PER NEW TESTING O5/22/13 R.L.
REVISED INSTALLATION DETAILS 08/11/15 R.L.
17 A. FORMED
D DAII
PANEL OPTION 1 PANEL OPTION 2
W-CHANNEL
FIBERGLASS -
PANEL OPTION 3
SIGNED: 1110912016
NC2P0STATEROUTE
ROVIA DOOR,I
39 EST \\J\°'+C E ro fqSUGARCREEK, OH 44681 , & •(p
20GA STEEL IS OR OS DOOR W/ AND W/ OUT S 0 51 * =
14" SIDELITES AND TRANSOM -
INSTALLATION & GLAZING DETAILSTAT OF ;
DRAWN: DWG NO.
TJH
REV %'OFS; ;°C 0 R19Q: •G\
CAE NTS DATE 03/17/09
08
SOOT 00 OF 10
D 1E\\\
REQUIRED INSPECTION SEQUENCE
BP# r-i- /-&9 Address: /4/4/ 1eeu_y,'c.e
BUILDING PERMIT
in Max Ins Letion Descri tion
Footer / Setback
Stemwall
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
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 ®they)
EI,ECTRICA'L PEIMiT
Min Max Inns ection Descrilption
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
i. s<s. +a.'s^•, #she aa.. 'K`&+v .r: a.Jnr r.rn.-c .rs.FrS u»':
Min Max Inspection D.escn°i tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Mii'- AN`iCAL'J?hRMIT
IO!1[in I Max
Mechanical Final
min I max I Inspection Des
Gas Unde
Gas Roug
Gas Final
RIEVISED: June 2014
Lu 1 ;!6m - o N hu OW5
r 2. General description of improvement:
3 a. Owner name/address: 6AOt .l C 2-L ,—!;-i— — l
b. Interest in property:
J
c. Name and address of fee simple title holder (if other than owner):
4. Contractor Name and Address: FASWD. LLC
3020 MERCY DRIVE ORLANDO FL 32808
Phone:407-770-0184 Fax:407-770-0187
5. Surety — Name and Address:
Amount of bond: $
6. Lender — Name and Address: n1I A
r 00)1,!T 116LOYP SEMINOL_E COUh41'Y
Prepared By: CJ / ' GL..f.:RK OF C:1hC:U11' COURT & COrIPTROL_LER
Return to: FASWD, LLC BK 8921 Pe 11113 (1Pss)
3020 Mercy Dr. Orlando, FL 32808 CLERK'S 4 20170525'77
RECORDED 05/25/'2 i17 ii3 D 40 : 18 PH
Rf:.C:ORDIFIG FEES $1r .00
NOTICE OF COMM ENCEMENTRecORDED BY t:smith
State of Florida
County of
Parcel ID-71 ?)o -b f' wco-6 Permit #:
The undersigned hereby gives notice that improvement will be made to certain real property. In accordance
with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement:
1. Legal description of Propartv (and street address if available): I L4 WELL`S C.' f[2 01 -P
773
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may
be served as provided by Section 713.y O&) 7, Florida Statutes:
8. In addition to him/herself, Ownerdies
Notice as provided in Section 713.13(
nates the following person(s) to receive a copy of the Lienor's
b), Florida Statutes [Provide Name/Mailing Address]:
9. NOC expiration date (one full year from the date of recording unless different date is
specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE
OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION
713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Verification pursuant to Section 92,525, Florida Statutes: Under penalties of perjury, I declare that I have read
the foregoing and that the facts stated in it are true to the best of my knowledge and belief. N
3AI73
ti, s
UJ
S nature of Own r/A N tur i erson (or Owner's Authorized Officer/Director/Partner/Manager)
The foregoing instrument was acknowledged before me this d y of 20 o
1.5 (print name of person) as (type of
authority) for (_( auname of party on behalf of whom instrument was executed). 10
No ta ublic ' rY Personally Known ProducedOR- Identification
ROGERj'"`;:
ANDREWS Y'
MY COMMIS# GG068531
er f-
a„ ,,• EXPIRES February 14, 2021i