HomeMy WebLinkAbout108 Skogen Ct - BR18-002526 - REROOF05/30/2018 01:26AM 4076340400 LISACOOK DECKERDOORS PAGE 75
CITY OF SANFORD
BUILDING S FIRE PREVENTION
PERMIT APPLICATION
Application No: I
Documented Construction Value: $2444.58
Job Address: 108 Sko en Ct. Sanford. Florida 32771 Historic Districts Yes No
Parcel ID: _ Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: JR-eplace rear door unit ' e or size
Plan Review Contact Person:
Phone: Fax: Email:
Title:
Property Owner Information
Name Jean 'kel Phone: 407-463-2793
Street: 108 Sko en Ct. Resident of property? :
City, State Zip: Sanford FL 32771
Name Daniel T. Decker
Street: 724 Brooks Court
City, State Zip: Winter Springs, FL 32708
Name:
Street:
Contractor Information
Phone: 407-696-0830
Fax: 407-696-7356
State License No.: CBC1250499
Archltect/Enginear Information
Phone:
Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date ofapplication and the code in effect as of that date: 51 i Edition (2014) Florida Building Code
Revised: June 30, 2015
Pemut Appluation
05/30/2018 01:26AM 4076340400 LISACOOK DECKERDOORS PAGE 76
Nam: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the, property of the requirements ofFlorida Lien Law, FS 713
The City of Sanford requires payment of a plan review fce at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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.
Signal= ofOwner/Agent Date
Print Owner/Agent'sName
Signature ofNotary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date
Daniel T. Decker
Pn Contractor/Agent's Name
ELIIABETH COOK
W COMMISSION # GG IBM
Signature tfNotary -State ofFlonda ,Vale EXPIRES: January 10, 2021
Bonded ttw Notary Pubk Wdawtft m
Contractor/Agent is /eersonlyKnontwo Meor
Produced ID 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: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES:
COMMENTS:
WASTE WATER:
ENGINEERING: FIRE: BUILDING: 3E e -ig -t%
Revised. June 30, 2015
Permit Application
REQUIRED INSPECTION SEQUENCE
RPAP %Q . 7 4C 7
i RliU.b.IDwG—
Min max Inspection IIDescri lion
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 Roof
Final Stucco / Sidinjg
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building Other
Address:
ELEG'T e&F, PE.RMT
Min max Inspection Description
1.
Electric Underground
looter / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
ECEf. mFCAL ?J9k 1r*
Min Max Inspection IIDescri tion
Mechanical Rough
Mechanical Final
Cis ection IIDescri tionOttGasUnderground
Gas Rough
Gas Final
REVISED: June 2014
LIMITED POWER OF ATTORNEY
I hereby name and appoint:
r `U-M a 7 P - C"o (Print Name of Appointee)
Decker Doors, Inc.
Company Name of Appointee)
to be my lawful attorney -in -fact to act for me in applying to S " l Vt' d
Government commercial / Residential Permitting for a permit enabling work to be performed at the location
below — described and to sign my name and do all things necessary to this appointment:
State of Florida
County of Orange
Ios Sko
Signed:
753 Section
q Township
3 O Range
04 Subdivision
Block
I D Lot
Gf Project Address)
Owner of Property)
Owner of Address)
certified contractor signature)
Date: 5--.1l / g
Certified Contractor: Daniel T. Decker
printed name)
Contractor License #: CBC 1250499
Sworn to and subscribed before me this 21 day of May by
Daniel T. Decker (name of person knowledged) who is per ovally known to me.
ELIZABETHCWK (Notary Public) Elizabeth &4k
W COMMISSM 0 OG 189555
10,202t Commission expires: January 10, 2021EXPIfiES'Janusry
hers Commission Number: GG 189555
BW'W PubkU
Orange County
FORM power of attomey/042501/dv
05/30/2018 01:26AM 4076340400 LISACOOK DECKERDOORS PAGE 77rc¢Irwlvtsl try(•dt$1 Z011r 133: 22PM 4076340400 LISACOOK DECKER DOORS20,18-05-28 15:24 Home Depot 0264 COS 4073331117 >> 4076340400 P 1/1
Page 11 of 17 N0. H0264-80622
Home Improvement Agreement
PLEASE READ THIS
Important additional Inlormatlon regarding Customer's rights may be contained in an attached $fate 13uppdoment.
COPD; This 'Agreement' consists of this page, the following General Terms and Conditions, the Invoice, the gtatoSupplementifapplicable, and any drdwings or Change Orders expreSSly made a pan of this Agreement. The Agreement isbetweentheCustomeridentifiedantheInvoiceandTheHomeDepoLAnyInstallationservicesprovidedunderthisAgreementShallbeperformedbyalicensedandinsuredthirdpartyAuthorizedServiceProvider. The Home Depot does notPerformarchitecturalorengineeringservices, nor does it make structural changes to dwellings or other structures. The HomeDepotandItsAuthorizedServiceProviderWWIIPerforminstallationservicesinaccordancewithapplicablelaw.
Payment schedule: Payment is required Immediately as follows:
Payment; S--Pdno -5E Due In MI Immediately. Sales Tax: f_ n If applic". Total Amount of Sale: E---2444.58 Includes all appilcoW discounts, rebates, andtaxee. Excludes finance charges.`
Any inlerW RM611t6 or other finenoe charges win be determined by Cmrstomorc separate cardholder or loan agreement, to which -rheHomeDepotISNOTaparty, and will be In addition to Customers payment under this Agreement. Customer is subject to the terms andconditionsofthecardholderorloanagreement, eo applicable. No funds abould be made payable to Authorized ServiGo provider; Servicehowever, Authorized Service Provider may coltect Customers payments) made payable to The Home Depot
M9100ed Delivery I Instatt on Sehcdule
Accentan and Aut : Customer authorizes The Home Depot to order and arrange for the delivery of all goodsandservicesincludedontheInvoice. Customer further agrees and understands that this Agreement IS the entireagreementbetweenCustomerandTheHomeDepotwithregardtosoldgoodsandseivioesandsupersedesallpriordiscussionsandagreements, either oral or written relating to said goods and services. This Agreement can not beassignedoramendedexceptbyawritingsignedbyCustomerandTheHomeDepot. Customer acknowledges and agreesthatCustomerhasread. understands, voluntarily accepts the terms of and is entitled to and has recelved a complete copyofthisAgreementatthetimeCustomersignstheAgreement. Installation Professional's license number end penlMittinginformationmayneedtobeprovidedlaterandassuchthisinformationmaybeoiniltedatthetimethisAgreementissigned.
Electronic slanaturt; The parties to the Agreement agree that the digital Signatures of the parties included In thisAgreementareintendedtoauthenticatethiswritingandtohavetheSomeforceandeffectastheuseofmanualsignatures. Customer acknowledges that he or she Is the person named on The Home Depot contract number identified on the point ofsaledevice,
CANCELLATION: CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR013LIGATIONBYDELIVERINGWRITTENNOTICETOTHEHOMEDEPOTBYMIDNIGHTONTHETHIRDBUSINESSDAYAFTERSIGNINGTHISAGREEMENT. THE STATE SUPPLEMENTATTACHEDHERETOCONTAINSAFORMTOUSEIFONEISSPECIFICALLYPRESCRIBEDBYLAWINCUSTOMER'S STATE. Under such circumstances. Customer's payment(s) will be returned within ten (10) business days after The Home Depot's receipt of Customer's notice. AGA" by. w .
Authorized SaMee P ovlder'6 Fun sus4mstrrade N mo, Address w dVovnseNo. or NOW., e0 oppkaable:
LioenesNo(s).
Aulhofted aor%iw Provider's Tel. No,
05/28J2018
Asaerfate'elAutrrorized 9ervke Provl * Fun Sipnatum
Date •• .—_
Maooioto; Please print your cale6personb ranee number, ItWc3ble,
H" Oepot U.S.A. Mr., 2455 Paces F." Road. N.W., egrg 9.3. Mante, Georgia 3W39
3MIt
Page 11 of 17 N0. H0264_80622 Customer Copy
05/30/2018 01:26AM 4076340400 LISACOOK DECKERDOORS PAGE 80
7-I L 3
Parcel Information
S4R 1#Y Record Card_
Parcel: 33-19-30-504-0000.0150 ,
Property Address: 108 SKOGEN CT SANFORD, FL 32771=3665
Parcel 33-19-30-504.0000-0160
Owner(s) MIKELS. JEAN G
Property Address 108 SKOGEN CT SANFORD, FL 32771-3665
Mailing 108 SKOGEN CT SANFORD, FL 32771-3665
Subdivision Name UEEL&tQ PA
Tax District S15ANFORD
DOR Use Code 01SINGLE FAMILY
Exemptions 00-HOMESTEAD(1994)
srr.vD
k .. i .: .': :'40 ": 140.42
Seminole County GIS
Value Summary
2018 Worldng
Values
2017 Certified
Values
Valuation Method CosvMarket Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 132.344 123,561
Depreciated EM Value 6,140 6,179
Land Value (Market) 40,800 33,300
Land Value Ag
rket Value 179,284 163,030
Portability Adj
Save Our Homes Adj 358,017 44,257
Amendment 1 Atlj 0
P&G Adj 0 So
Assessed Value 121,267 5118,773
Tex Amount without SOH: $0.00
2017 Tax B41 Amount $0.00
Tax Estimator
Save Our Homes Savings: $0,00
Doee NOT INCLUDE Non Ad Valorem Assessments
Legal Deseriplion
LOT 15
UPPLAND PARK
P85PG20
8
SEC 33 TWP 19S RGE 30E
BEG 141.16 FT S OF NW COR LOT 6 UPPLAND PARK RUN S 157 FT W 174.65 FT N 157 FT E TO BEG
Taxes
Taxing Authority Assessment Value Exempt Values
County General Fund S121,267
Schools S121,267
City Sardord 121,267
SJWM(Saint Johns Water Management) 121,267
County Bonds 121,267
Sales
Description p
121,267
121.267
121,267
121,267
121.267
ate Book Page Amount Qualiffed
WARRANTY DEED 111H976 j)1D92 %28.900 1 Yee
Find tyWntatr4i0b 8alea
Land
Method Frontage Depth units Units Price
ACREAGE 0.00 0.00 0.63 $10.000.00
LOT 0.00 0,001 11 $34,500.00
Building Information
Taxable value
D
0
SO
0
0
VerJlmp
Improved
Land Value
6,300
S3d,500
4 1 Descripton Year Built I Fixtures I Bad I Bath I Base Area I Total SF Living $F I Ext Wall I Adj Value I Repl Value I Appendages
RECORD COPY
LM
REVIEWED FOR CODE
Em
A PERMIT ISSUED SI4ALL
LICENSE TO PROCEED WIT
AUTHORITY TO VIOLATE,
ASIDE ANY OF THE PROVI',
CODES,
THE BUILDING OFFICU
REQUIRING A CORRECTI(
CONSTRUCTION OR VIC
LLD V6
SANFOR
paRr=
1 8 - 2 5 2 6
CONSTRUED TO BE A
THE WORK AND NOT AS
4NCEL, ALTER OR SET
INS OF THE TECHNICAL
f OF A PERMIT PREVENT
FROM THEREAFTER
OF ERRORS IN PLANS.
1TIONS OF THIS CODE
t
2/13/2018 Florida Building Code Online
BCis Home I Log In I User Registration I Hot Topics I Submit Surcharge I state a Facts I Publications I FBC Staff I SCIS Site Map I Links I Search
Product'
I
FI rida
r ProductApproval
I USER: Public User
i i 5MC1
Product AQU2Ml Menu > Product or ARaMdUon Search > 820callon List > Application Detail
FL # FL13541-R14
Application Type Editorial Change
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By.
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
73
JELD-WEN
3737 Lakeport Blvd
Klamath Falls, OR 97601
800)535-3936
fbcl@jeld-wen.com
Jason Kantola
fbcl@jeld-wen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
800)535-3936
customerserviceagents@jeld-wen.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA 1304
ASTM E283
ASTM E330
TAS 202
Year
2002
2004
2002
1994
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA°/a3da/o3d 1/3
2/13/2018 Florida Building Code Online
Date Submitted 02/01/2018
Date Validated 02/02/2018
Date Pending FBC Approval
Date Approved 02/07/2018
Summary of Products
FL # Model, Number or Name Description
13541.1 A. Design Pro / Smooth Pro / Studio Single (X) Opaque Fiberglass Door, Y-0" x 6'-8" and Y-0" x
Fiberglass 8'-0", Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541_Bl4_C_CAC_NI011906.01-R7.pdj
Approved for use outside HVHZ: Yes FL13541_&j6_C_CAC_ NI011906-R6.p0.[
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL13541_R14 A010831A SS 2014-09-26.pff
Venfied By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R1g_0&E_PER2742 SS 2014-09-26.odf
Created by Independent Third Party: Yes
13541.2 B. Design Pro / Smooth Pro Single (X) Glazed Fiberglass Door, 3'-0" x 6'-8" and Y-0" x
Fiberglass 8'-0", Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL135.41_BL4_C_C9C_NI011921.01-R6.gdf
Approved for use outside HVHZ: Yes FL13541_B34_C_Q6C_NI011921-R7.Pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL13541_BU_(]_A010832A SS 2014-09-26.p f
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_914-AE_PER2743 SS 2014-09-26.Wff
Created by Independent Third Party: Yes
13541.3 C. Design Pro / Smooth Pro / Studio Double (XX) Opaque Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x
Fiberglass 8'-0", Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL13541_ao_C_CBC_NI011907.01-R6.odf
Approved for use outside HVHZ: Yes FL13541_1114 C_C99_NI011907-R6.PAf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL13541_glg_ A010833A SS 2014-09-26-W
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_gl4_6E_PER2744 SS 2014-09-26.odf
Created by -Independent Third Party: Yes
13541.4 D. Design Pro / Smooth Pro Double (XX) Glazed Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x
Fiberglass 8'-0", Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL 41__C_CAC_NI011908.01-R7.pf
Approved for use outside HVHZ: Yes FL13541_gj4_C_Q6L_NI011908-R7.Qf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL13541_R14 (j_A010834A SS 2014-09-26.gd
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_Kj4_6EPER2745 SS 2014-09-26.pd
Created by Independent Third Party: Yes
13541.5 E. Design Pro / Smooth Pro / Studio Single with side lite(s) (X,O/ O,X/ O,X,O) Opaque Fiberglass
Fiberglass Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No F 41_Fil4_C_C6K;_NI011910.01-R7.odf
Approved for use outside HVHZ: Yes FL13541_g14_C_C6.C_NI011910-R7.p0[
Impact Resistant: No Quality Assurance Contract Expiration Date
03/30/2026
https://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgmVFSXzhA5olA%3d%3d 2/3
211372018 Florida Building Code Online
Design Pressure: N/A Installation Instructions
Other: FL13541_B14_11 A010835A SS 2014-09-26.Ddf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_RR4_M_PER2746 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
13541.6 F. Design Pro / Smooth Pro Single with side lite(s) (X,O/ O,X/ O,X,O) Glazed Fiberglass
Fiberglass Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541_g19_C_QA.C_NI011923.01-R7.Wff
Approved for use outside HVHZ: Yes FL13541_&U_(;_Q6.C_NI011923-R7.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL 13541_R I4_U_13541.6, 2dt
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_R14_6f_PER2747 SS 2014-09-26.pAf
Created by Independent Third Party: Yes
13541.7 G. Design Pro / Smooth Pro / Studio Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Opaque
Fiberglass Fiberglass Door, 12'-0" x 6-8" and 12'-0" x 8'-0", Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541_glg_(;_C.6g;_NI011911.01-R7.pdf
Approved for use outside HVHZ: Yes FL13541_glg_C_C6.C_NI011911-R7.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL13541_Rj_4_U_A010837A SS 2014-09-26.gd
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_B14_6g_PER2748 SS 2014-09-26.12dj
Created by Independent Third Party: Yes
13541.8 H. Design Pro / Smooth Pro Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Glazed
Fiberglass Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0", Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541_g14_rw_CAC_ NI011912.01-R7.Ddf
Approved for use outside HVHZ: Yes FL13541_gb4_C_CAC N1011912-R7,pd
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL13541_RBj4_U A010838A SS 2014-09-26.Ddf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541_B14_6E_PER2749 SS 2014-09-26,12d
Created by Independent Third Party: Yes
Bock Neat
Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coqy_ngb 2007-2013 State of Florida.:: Pnvacv Statement :. Accessibility. Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please dick here .
Product Approval Accepts:
Credit Card.
Safe, .
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5°/a2bzBiYgmVFSXzhA5olA%3d°/a3d 3/3
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NI011908-R7
03/19/2014
Structural
JELD-WEN
1822-1
02/01/2018
To verify that the "Notice ofProduct Certification" is valid, please visit www.NAMICertification.com to assure that the
product is active and currently listed. This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAM] if an e corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN "Design Pro/Smooth Pro/Studio"
3737 Lakeport Boulevard Fiberglass Full Lite
Klamath Falls, OR 97601 In -Swing or Out -Swing Side -Hinged Doors
Configuration: XX
Glazing: Insulating Glass (Tempered)
ISFrame: W-1879mm(74.00") H-2081mm(81.93") OS
Frame: W-1879mm(74.00") H-2063mm(81.25") Panel:
W-908mm(35.75") H-2012mm(79.25") DLO:
W-606mm(23.87") H-1587mm(62.50") SPECIFICATION
PRODUCT RATING ASTM
E283-04/E330-02 Design Pressure: +50/-50 psf TAS
202-94 Qualifies Configurations: XX AAMA
1304-02 Product
Tested By: National Certified Testing Laboratories Report
No: NCTL-210-3918-OIMCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013- 251 /
SJW2013-252/SJW2013-253/NCTL-210-3925-03/SJW2014-032/NCTL-210-3930- 01 /
NCTL-210-3930-02/SJ W 2014-069/SJ W 2014-079/W - 1662/W-1699/W-1783/W-1799 Expiration
Date: March 30, 2026 Administrator'
s Signature: NATIONAL
ACCREDITATION AND MANAGEMENT
INSTITUTE, INC. 4794
George Washington Memorial Highway Hayes,
VA 23072 Tel: (
804) 684-5124 Fax: (
804) 684-5122
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NI011908.01-R7
03/19/2014
Structural
JELD-WEN
1822-1
02/01 /2018
To verify that the "Notice ofProduct Certification" is valid, please visit www.NAMICertification.corn to assure that the
product is active and currently listed. This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN "Design Pro/Smooth Pro/Studio"
3737 Lakeport Boulevard Fiberglass Full Lite
Klamath Falls, OR 97601 In -Swing or Out -Swing Side -Hinged Doors
Configuration: XX
Glazing: Insulating Glass (Tempered)
IS Frame: W-1879mm(74.00") H-2487mm(97.93")
OS Frame: W-1879mm(74.00") H-2466mm(97.12")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H- I 587mm(78.87")
SPECIFICATION PRODUCT RATING
ASTM E283-04/E330-02 Design Pressure: +50/-50 psf
TAS 202-94 Qualifies Configurations: XX
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251 /SJW 2013-252/SJW 2013-253/NCTL-210-3925-03/SJW 2014-032/NCTL-210-3930-
O 1 /NCTL-210-3930-02/SJW 2014-069/SJ W 2014-079/W-1662/W-1699/W-1783/W-1799
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop
Dania Beach, FL 33004
954.399.8478 PH
Certificate of Authorization: 29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro Full Lite
Non -Impact
For use outside the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 2745
Current Florida Building Code
Method: 1— A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Design Pro /Smooth Pro Full Lite
Non -Impact
For use in the High Velocity Hurricane Zone
Material: Fiberglass
Product Dimensions: 6 -O"X 6'-8" (Nominal)
C-0" X 8'-0" (Nominal)
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601 r • ' ; 'o
7
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778 0,r'••,
Date: 09/22/2014
Contents: ,DNi1 `` Evaluation Report Pages 1 — 4
Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E.
Reason: I am approving this document Florida No. 73778
Date: 2014.09.2615:22:43-04'00'
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer: JELD-WEN, Inc.
Product Category: Exterior Doors
Product Sub -Category: Swinging Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Design Pro / Smooth Pro Full Lite
Non -Impact
For use outside the High Velocity Hurricane Zone (HVHZ)
6'-0" X 6'-8" (Nominal)
6'-0" X 8'-0" (Nominal)
Date: 09/22/2014
Report No: 2745
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL ## 73778) for JELD-WEN Inc.
based on Method la of the Florida Department of Business and Professional Regulation - Florida
Building Commission.
Limits of Use:
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current International Building
Code, International Residential Code, and Florida Building Code.
See Installation Instructions A010834A, signed and sealed by Hermes F. Norero, P.E. (FL ## 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current International Building
Code (IBC), International Residential Code (IRC), and Florida Building Code (FBC), excluding
the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A010834A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010834A for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
A\\
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Date: 09/22/2014
Report No: 2745
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation &
Management Institute (FBC Organization # QUA3789).
Performance Standards: The product described herein has been tested per:
ASTM E283-04
ASTM E330-02
AAMA 1304-02
TAS 202-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
FBC Organization # TST1589)
Report # Report Date:
NCTL-210-3918-01 10/04/13
NCTL-210-3924-02 12/18/13
SJW2013-234 12/09/13
SJW2013-235 11/26/13
SJW2013-251 12/23/13
SJW2013-252 12/23/13
SJW2013-253 12/23/13
NCTL-210-3925-03 02/07/14
SJW2014-032 04/22/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
SJW2014-069 07/07/14
SJW2014-079 07/07/14
2. Quality Assurance Entity
National Accreditation & Management Institute
FBC Organization # QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
A\\ BUILDING DROPS
A Perfect Solution in Every Drop16CertificateofAuthorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
Date: 09/22/2014
Report No: 2745
Through Frame Installation:
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon
or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions (A010834A) for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX. OVERALL DESIGN PRESSURE (PSF)
NOMINAL SIZE MISSILE
CONFIGURATION IMPACTINSWINGOUTSWING
WIDTH HEIGHT RATING
POS. NEG. POS. NEG.
XX 6'-0" 6'-8" 50" 50 50' S0 NON -IMPACT
XX RADIUS 6'-0" 6'-8" 50s 50 50' 50 NON -IMPACT
XX 6`-0" 8'-0" 50* 50 1 50" 1 50 1 NON -IMPACT
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
JELRWEN
DESIGN PRO/SMOOTH PRO FULL LITE
NON —IMPACT
FOR U5E OUT51DE THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES,
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE (180, INTERNATIONAL RESIDENTIAL CODE (IRC)• AND FLORIDA BUILDING CODE
FBC), EXCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
ASTM E330-02
ASTM E283-04
AAMA 1304-02
TAS 202.94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR ZX FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
S GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS SEE SHEET 6 FOR GLAZING DETAILS.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN
GLASS, DECORATIVE, AND EXTERNAL AND INTERNAL WROUGHT IRON. RADIUS (SHAPED( UTES ARE QUALIFIED
FOR 6'-8- DOORS AT OP -1.50 PSF ONLY
7. NOTE: AFCO M-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.0 PSF. REMAINING
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO a ON LENGTH a ON HEIGHT IS2 1.0
TABLE OFCONTENTS
SHEET REVISION SHEET DESCRIPTION
1 B TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2 A TYPICAL ANCHOR LAYOUTS AND NOTES
3 A OPTIONAL ZX BUCK ANCHORING DETAILS
4 A VERTICAL ASSEMBLIES
S A HORIZONTAL ASSEMBLIES
6 A GLAZING DETAILS
7 A WOOD SUBSTRATES
8 A CONCRETE SUBSTRATES
9 A COMPONENTS S BILL OF MATERIALS
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NOTE:
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ORIENTATION IS INTERCHANGEABLE.
MAX. OVERALL DESIGN PRESSURE (PSF) NOMINAL SIZE MISSILE
CONFIGURATION IMPACTINSWINGOUTSWING
WIDTH HEIGHT RATING
POS NEG. POS, NEG
XX 6'-0' 6'4 SO* SO SO- 50 NON -IMPACT
XX RADIUS 6'-0' 6'.8' SO- SO SO- SO NOWIMPACT
XX 6'-0- r0- SO- SO SO- SO 1 NON -IMPACT SEE
GENERAL NOTE 7, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. PREPARED
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am apinoving this document ate: 201409
26 1455•17 -04'W DATE: 02.05.
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10834A 11
INSTALLATION NOTES,
I ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN
2 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOADBEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM STACK TO BE 1/4INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE A
NON -COMPRESSIBLE COMPOSITE OR BETTER.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WAIL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BEMADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'SINSTALLATION INSTRUCTIONS.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR iX BUCK
CONCRETE/MASONRY CONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ONSUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES'
A. WOOD . MINIMUM SPECIFIC GRAVITY OF 0 SS.
B CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 300D PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C•90WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI ANDGROUT CONFORMS TO ASTM C476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI
8 SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS, EDGE DISTANCES, EMSEOMENTS, AND SHIM SPACING.
9 OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR IAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHOR TABLE
G'8' DOORS 8'0' DOORS
AN TYPE ANCHOR
SIZE
SUBSTRATE MIN.
EMBEDMENT
MIN. EDGE
DISTANCE O.C. OF
ANCHORS AT MAX' D.C.
ROF
ANCHORS AT
SPACING AT HEAO/SPACING AT
HEADTERSJAMBSCLUSTERSCWSTERSIAMBSCLUSTERS
WOOD SCREW PLO 2XWOODBUCK
OR FRAMING V2 3/4" 17.1/2• 4 17.1/4• 4
ITW TAPCON 3/16" CONCRETE/CMU 1.1/4• 2.1/2, 17•1/2' 4 17.1/4• 4
ELCOULTMCON 1/4• CONCRETE/CMU 1.3/6'•CONC. 1.1/4- - CMU 1' l7•V2• 4 17.1/4• 4
ITW TAPCON 3/16" CONCREWCMV 1.111' 1• 11•S/6• B 14.3/5' 6
W/STD.
PREPARED BY.
BUILDING DROPS, INC.
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TE ANCHOR
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SEE TABLE
ON SHEET 2 SILICONE v W s '
SILICONE v • e Noa4HSIE"T N
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CONCRETE/ f u~Wi CONCRETE/ i O,n P' Qj VNMASONRY ,,.
MASONRY F .. ,.....• i BY
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aftWnYM4NIS e EDGE GIST
EDGE GIST Iw Cur a•v,Io+wm..n inn SEE TABLE
SHEET 2 SEE TABLE SHEET 2 4 OPERABLE
SILL 7 OPERABLE SILL DATE: 02.
05.14 OUTSWING $ HIGHSUMPOUTSWINGAFCO2d297
AFCOHd97 OWG. BY. CHK. Y. G JM
I SS MSS SCALE: NTS
OWG. R:
AO 10834A OPTIONALLY, ANCHOR
CAN BE PLACED IN NARROW SHEET: OF 9 SECTION OF
HEAD OR IAMB AS LONGAS MINIMUM EMBEDMENT AND
EDGE DISTANCE ARE ACHIEVED. 8
BILL OF MATERIALS
ITEMS! DESCRIPTION MATERIAL
I FRAME HEAD/IAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
ASTRAGAL, ENOURA ULTIMATE HURRICANE
SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) 6063-T6 ALUMINUM
3 NOT USED/
4 ENDURA ZAIL4565F THRESHOLD
S AFCO 1.2297 THRESHOLD
6 1' 0 A. IG TEMPERED NON -IMPACT GLASS
7 AFCO H-497 THRESHOLD
D WEATHERSTRIP URETHANE FOAM &
POLYETHYLENE
9 NON -COMPRESSION SHIM 40.25- MAX. THK.) COMPOSITE
10 2X WOOD (S.G. MUST BE 0.55 OR GREATER) WOOD
I 1X WOOD (S.G MUST BE 055 OR GREATER) WOOD
17 10WOOD INSTALLATION SCREW W/ 1 1/2' MIN EMBEDMENT STEEL
13 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3) STEEL
14 BUTT HINGE (SEE SCHEDULE SHEET S)
IS KWIKSET LOCK SERIES 400 STEEL
16 KWIKSET DEADBOLT SERIES 760 STEEL
17
HOPPE MULI-POINT HARDWARE HL59000
SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL
ID OOL LIPUTE KIT (NI) PLASTIC
19 FLUSH GLAZING LEG FIBERGLASS
20 OOL LIPUTE KIT (RADIUS UTES) PLASTIC
OFRAME HEAD/JAMBS
VARIES, SEE BOM ABOVE
4 S63'
OENDURA ASTRAGAL2ALUMINUM
PREPARED BY
17 HOPPE MULT-POINT LOCK 6
BUILDING DROPS, INC.
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OENDURA ZAIL4565F THRESHOLD O AFCO 1-2297 THRESHOLD
no mC:3
4.56' -1
OAFCO H-497 THRESHOLD
162' I
tf1 o+a/eBM{M141spwNnlmTm. pYnW.R 10.01fin
DATE. 02.05.14 .
OWG. Y: CHK. Y.
GL JM SS MSS
SCALE: NTS
owG. a: A010834A
SHEET. OFB
9