HomeMy WebLinkAbout409 Springview Dr 17-176; front doorJAN 17 2017 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ( % - l 7 Gj
Documented Construction Value: $ //40 $ • Sc
i
Job Address: 4i0 9 SnJ ln<twv"d hiz. Historic District: Yes No Vf
Parcel ID: /O-;G.30- 5'D7-00,9,0-00/O Residential P/Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: 1Q1_L 6PAI drol- an/b awf!, s4mw slze, LGly/
Plan Review Contact Person: w &1G Title:
Phone: Vey- 4/ l!i a,?M Fax: Email: C(ezatt1 d 'd GQlyi
Property Owner Information
Name %%%l malt' -_ & ' -soA Phone: 302/— et,!3 1- 3S-
Street: 11m 6dLoli// . al Resident of property? : C
City, State Zip:
Contractor Information
Name )k Y / is z22 Phone: -110- 41111 000
Street: 7,,Z!/ C2t Fax: q07 •- !/,?4- -133"P
City, State Zip: aln4rih4r. State License No.: G[3G Architect/
Engineer Information Name:
Street:
City,
St, Zip: Bonding
Company: Address:
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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised:
June 30, 2015 I ennitApplication
NOTICE: In addition to the requirements of this permit, there may be additional restietions applicable to this property that may be
found in the public records of this county, and there may be additional permits requiredffrom other governmental entities such as water
management districts, state agencies, or federal agencies. - If,
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate'a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent
f,
Date
7.
Prin o tractor/Agent's Name /
Signature:.oW.
a P ANNETTE SCPTT
oNotary Public •State of Florida I
My Comm. Expires Jan 16, 2018 Commission #
FF 071760 E
OF Bonded
Pr Mh National Notary Assn. Con
Me or Produced
ID - Type of ID L BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING UTILITIES: ENGINEERING:
COMMENTS:
FIRE:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING: -
1 Revised:
June 30, 2015 Permit Application
Jan.12. 2017 8:56AM A + Home Aid Inc No.4487 P. 6/13
PrQ13artV ReCOrd Card
Parcel; 10-20-30-507-0000-0010
Owner: A-NDERSO\I MARGARET A
Property Address; 409 SPRINGVIGINDR SANFORD, rL32773
Parcel Information Value Summary
Parcel 10-20-30-507-0000-0010 j 2017 Working 2018 Certified
Values vslu!
Owner ANDERSON MARGARETA
s—
Valuation Method CostlMarket Coal/Markel.
Property Address 409 SPRINGMEW DR SANFORD, FL32773
Number or suildings 1 1
Mailing 409$PRlNGVIEWDR SANFORD, FL32773
Depreciated Bid* g Valve i $119,955 86,629
SoKvislonNsme OROVEVIE.WVILLACE 31RD ADD E.EL LT Depreciated EXFT Value
Tax District Sl-SANFORD
Lend Value (market) 25,000 25.000
DOR Use Code 01-SINGLE FAMILY
Land Value A@
Exemptions 00-HOMESTEAD(2003)
Portability Adj
Save Our Homes Adj $55,386 33.605
Amendment 1 Ad)
P&G Adj $0 SO
Assessed Value $76,570 78,024
Tax Amount without SOH: $1,424.32
2016 Tax Bill Amoom $750,68
lira—EAIMM
Save Our Homes Savings: $673.64
Does NOT INCLUDE Non Ad Valorem Asuossmer)(5
Legal Description
LOT I
GROVEVIEWVLLAGE 3RD ADD REPLAT
PS 26 PGS 9 & 10
Taxes
Taxing Authority I'Aslestmenil Value 1-Exempt values Taxable Value
CIly Sanford 78,570 60.000
SJVVM(.531ni Johns Water Management) 70,670 i 50,000 28.570
County Bonds 78.570 50,000
County General Fund 78,570 50,000 28,570
schools 78,570 25.000 93,570
sales
Description a Page nl Qualified Vacimp
IIb.---,---.--......bb.."."bb..,
WARRANTY DEED j 9/112002 0a506 1 0003 109,800 1 Yes Improved
I
I
QUIT CLAIM DEED 8/1J2002 i too No Improved
WARRANTY DEED 1011/2000 1795 S83,600 Yes Improved
PECIAL WARRANTY DEED j 12/ /19 0272 i 64.800 i No improved I
CORRECTIVE DEED 2/1/1996 100 No Improved I
SPECIAL WARRANTY DEED 12/1/1996 103ma 1408 100 No proved
CERTIFICATE OF TITLE 111111905 1 QZ M" M 68,900 No mproved
CERTIFICATE OF TITLE 811/1994 0563 1 DO j No Improved
WARRANTY DEED 011/1092 77,100 I Yes Improved
WARRANTY DEED 611/1990 102158 j 1106 i$77,500 I Yes Improved
Page 1 of 2 (11 items) Ill 2
Land
Jan,12. 2017 8:56AM A + Home Aid Inc No,4487 P. 7/13
11...."--, - * - - - * , *
11 1 1 .... __ _" * * , , , . ..
iMethodFrontageDepthnitsLandValue
LOT o.00 0.001 1 425,000.00 1 $26.00011
Building Information
correct QI?cKHe
I - -"""
T"' --'---- --------- --- -
Year BuiltADescriplionActual/EfteclIve Fixtures Bad 881h Bass Area TolaISF LiVing SF ExI Wall Ad) Value Rapt Value Appendages
1 SINGLE 1086 0 1_15 m1,2551 1,911 1.2CON $69,956 $104,600 FAMILY
BLOCK 3LOCKDescription Area I PermIte
1:
ADDITION -
RESIDENTIAL hOn75?
ADDITION - RESIDENTIAL Extra
Features Da3chption
OPEN
PORCH
180.130 FINISHED
I
GARAGE 441.
00 FINISHEDOPEN
PORCH
35.00 FINISHED
7±===
j Agency
Amount CO Dele Parmil Dale SANFORD
0.750 4I50006 SANFORD
0 1/112006 n.
la8 No
Extra Features
2017-01-12 14:36 0264EX 4073331117
ZWsrA-c.1- Ro. l mil/
VS)5,74 Homeni U.
Important additional information regarding Customer's r
Scope: This "Agreement- consists of this page, the foil
Supplement if applicable, and any drawings or Change Ord
between the Customer identified. on the Invoice and Tht
Agreement shall be performed by a licensed and insured thi
perform architectural or engineering services, nor does it mai
Depot and its Authorized Service Provider will perform Install
Pa men Sch dui : Payment is required Immediately as follows:
Payment: $
11 2 55SalesTax: $--
Q flDTotalAmountofSale: $
4073331117 >> 407 696 7356 P 1/1
Page 5 of 10 NO. H0264-27886
Went Agreement
tEAD THIS 6 i 1 35ib
hts may be contalnet in an attached State Supplement.
ving General Terms nd Conditions, the Invoice, the State
s expressly made a p rt of this Agreement. The Agreement is
Home Depot. Any in itallabon services provided under this
party Authorized Se ce Provider. The Home Depot does not
structural changes to ellings or other structures. The Home
on services in accord nce with applicable law.
Due in full Imm,
If applicable.
Includes all app
taxes. Excludes
Any interest payments or other finance charges will be determined y Customer's separateHomeDepotisNOTaparty, and will be in addition to Customer's p yment under this Agreeconditionsofthecardholderorloanagreement, as applicable. No f nds should be made pahowever, Authorized Service Provider may collect Customer's pa nt(s) made payable to
discounts, rebates, and
ii charges."
iholder or loan agreement, to which The
t. Customer is subject to the terms and
e to Authorized Service Provider;
Home Depot,
nti at Del a ins tlo the e
Deliver Date: TBpStart Date; j 1 finish Date:
AcceptanCe an A orf tion; Customer authorizes TheandservicesincludedontheInvoice. Customer further Home Depot to order atid arrange for the delivery of all goods
agreement between Customer and The Home Depot with
discussions and agreements, either oral or written relatinG
grees and understan
egard to said goods
s that this Agreement is the entire
nd services and supersedes all prior
assigned or amended except by a writing signed by CustomthatCustomerhasread, understands,
to said goods and se
and The Home Depon
ices. This Agreement can not be
Customer acknowledges and agreesvoluntarilyacceptstheofthisAgreementatthetimeCustomersignstheAgreement- terms of and is entitlec
Installation Profess to and has received a complete copy
information may need to be provided later and as such thssigned. information may be amittednal's license number and permitting
at the time this Agreement is
Electronic 8' alinteThe parties to the Agreement agAgreementarendedtoauthenticate a that the digital sign tures of the parties included in thisthiswritingandtohCustomeracknowledgesthatheorsheisthepersonnamedsaledevice.
e the same force and e
c n The Home Depot cor
feet as the use of manual signatures.
tract number identified theon point of
CANCELLATION: CUSTOMER MAY CANCEI
OBLIGATION BY DELIVERING WRITTEN NOTI THIS AGREEME 4T WITHOUT PENALTY OR
THIRD BUSINESS DAY AFTER SIGNING TH TO THE HOME
AGREEMENT.
EPOT BY MIDNIGHT ON THE
ATTACHED HERETO CONTAINS A FORM TO THE STATE SUPPLEMENT
LAW IN CUSTOMER'S STATE. E IF ONE IS SPECIFICALLY PRESCRIBED BY
under such circumsbusinessdaysafterTheHomeDepot's nces, Customer's pa ent(s) will be returned within ten (10) receipt of Customer's once.
Gu tourers Signature
r
01/07/2017
Date
Authorized Service Provider's Full Susinesa/Trade Name. Address and xLicenseNo. or No(s)., as applicable:
Associate's/Authorized $e Provider's Full Signature
Yale
Associate: Please print you salesperson's license number, if applicable. License
Authorized Service Providers Tel No.
Home Depot U.S.A. Inc.. 2455 Paces Ferry d. N.W.. Bldg B.3, Atlanta, Gaon Is 30339
3/2011
Page 5 of 10 No, H0264-27886 Customs nnv
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Ilrl da C.pvttrS 11'o` BCIS Home log In User Registration Hot Topics Submit Surcharge i Stats & Facts i Publications FBC Staff BCIS site Map links 1 Search
Busines J}
PY Y1"'
Product Approval
rofess) `naI IUSER: Public User
Regulation
iAY1.7141111IRlRRA Prr.uct AQgr.9..val M..;ng > Produ4t_or_P.gDlip jign S..d rSh > APRhGatgn 4S.i > Application Detail
Vt'
i i'Y
4Yh
FL # FL15129-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Ryan 3. King, P.E.
F Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
9
Trinity Glass International
33615 1st Way S
Federal Way, WA 98003
253)875-7300
rickw@rwbldgconsultants.com
Vivian Wright
rickw@rwbldgconsultants.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
r Evaluation Report - Hardcopy Received
7 76
a
FL1S129 R3 COI CERTIFICATE OF INDEPENDENCE.Ddf
Standard Year
101/I.S.2/NAFS 2002
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2002
ASTM E330 2002
ASTM E331 2000
TAS 202 1994
1 of 5 6/29/2015 4:15 PM
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 05/01/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/09/2015
Date Approved 06/23/2015
Date Revised 06/25/2015
C. of Dm.#-
FL # Model, Number or Name Description
i
15129.1 a. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door -
Outswing/Inswing Configuration (X)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.1.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.1 for Design Pressure Ratings by FL15129 R3 AE Eval 15129 1.odf I
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
I
15129.2 I b. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with
Non -Impact" Sidelite or Sidelites - Outswing / Inswing
Continuous Head and Sill Configurations (OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.2.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.2 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.2.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
15129.3 1 c. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with
Non -Impact" Sidelite or Sidelites - Outswing / Inswing
Configurations (OX or XO; OXO)
I
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.3.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.3 for Design Pressure Ratings by FLl._5129 R3 AE Eva1 15129.3_pdf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes I
and installation instructions. I
15129.4 j d. Fiberglass Door 6'8 Double Opaque "Impact" Fiberglass Door with or
without "Non -Impact" Sidelites - Outswing / Inswing
Configurations (XX; OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 1I Inst 15129.4 odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.4 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.4.pdf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
I-- ....... -.... _....... ................................. ---- - ...- - - _ -
15129.5 e. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door -
1__.._.....---------- ----------- ------ ---- - ..... Outswing/Inswing Configuration (X)
a
Limits of Use Installation Instructions j
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.5.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
2 of 5 6/29/2015 4:15 PM
Other: See INST 15129.5 for Design Pressure Ratings by I FL15129 R3 AE Eval 15129.5.odf
specific Model and for any other additional use limitations I Created by Independent Third Party: Yes
and installation instructions. 1
15129.6 f. Fiberglass Door 68 Single Glazed "Non -Impact" Fiberglass Door with
Non -Impact" Sidelite or Sidelites - Outswing / Inswing
Continuous Head and Silt Configurations (OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.6.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.6 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.6.pdf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
15129.7 I g. Fiberglass Door 6'8 Single Glazed "Non -Impact" Fiberglass Door with
Non -Impact" Sidelite or Sidelites - Outswing / Inswing
Configurations (OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL15129 R3 II Inst 15129.8.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 1S129.7 for Design Pressure Ratings by FLIS129 R3 AE Eval 15129.7.ndf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
t.......... -.... __.._............. __...................... _................ .__.- .................
15129.8 h. Fiberglass Door
I ....... - ---- ------- ----
6'8 Double Glazed "Non -Impact" Fiberglass Door with or
without "Non -Impact" Sidelites - Outswing / Inswing
Configurations (XX; OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.8.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.8 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.8.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
15129.9 i. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door -
Outswing/Inswing Configuration (X)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.9.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.9 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.9.pslf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
15129.10 j. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door with
Non -Impact" Sidelite or Sidelites - Outswing / Inswing
Continuous Head and Sill Configurations (OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.10.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.10 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.10.1)df
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
r - - - - - - --._.._........_..._......._ _..._.............
15129.11 j k. Fiberglass Door 6'8 Single Opaque "Non -Impact" Fiberglass Door with
Non -Impact" Sidelite or Sidelites - Outswing / Inswing
j Configurations (OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.11.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.11 for Design Pressure Ratings by FL15129 R3 AE Eval 1 12 .11.pddf
specific Model and for any other additional use limitations Created by Independent Third Party Yes
and installation instructions.
1....................... --... ---...................... _..__................. ---...------------------------------- --- ----- -- -- ...-
3 of 5 6/29/2015 4:15 PM
15129.12 j I. Fiberglass Door - - 6'8 Double Opaque "Non -Impact" Fiberglass Door with or
without "Non -Impact" Sidelites - Outswing / Inswing
i—_------ Configurations (XX; OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 fI Inst 15129 12 odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A
Other: See INST 15129.12 for Design Pressure Ratings by
Evaluation Reports
FL15129 R3 AE Eval 15129.12 odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
15129.13 m. Fiberglass Door 8'0 Single Opaque "Impact" Fiberglass Door -
L_.......... _.............. _....... _.._....................... _...._........._...._._......._ Outswing/Inswing Configuration (X)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Eval 15129 14 odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.13 for Design Pressure Ratings by FL15129 R3 AE Eval 15129 13 odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
15129.14 j n. Fiberglass Door 8'0 Single Opaque "Impact" Fiberglass Door with
i Non -Impact" Sidelite or Sidelites - Outswing / Inswing
Continuous Head and Sill Configurations (OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.14.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.14 for Design Pressure Ratings by FL15129 R3 AE Eva] 15129.14.pdf
specific Mode] and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
f..... -......... _........_._.....---... -....... _.-._...._.........-._...........................
15129.15 ; o. Fiberglass Door 8'0 Single Opaque "Impact" Fiberglass Door with
Non -Impact" Sidelite or Sidelites - Outswing / Inswing
I Configurations (OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.15.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.15 for Design Pressure Ratings by FL15129 R3 AE Eval 15129 15 pd
specific Mode] and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
15129.16 p. Fiberglass Door 8'0 Double Opaque "Impact" Fiberglass Door with or
without "Non -Impact" Sidelites - Outswing / Inswing
I Configurations (XX; OXXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.16.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.16 for Design Pressure Ratings by FL15129 R3 AE Eval 15129 16.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
15129.17 I q. Fiberglass Door 8'0 Single Glazed "Non -Impact" Fiberglass Door -
I _.......... ............................. .....---- Outswing/Inswing Configuration (X)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.17.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.17 for Design Pressure Ratings by FL:151.29R3 AE Eyal 15129.17_p0_f
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
i--................ ----...._.._...---........-......-------- ------
15129.18 ! r. Fiberglass Door 8'0 Single Glazed "Non -Impact" Fiberglass Door with
i Non -Impact" Sidelite or Sidelites - Outswing / Inswing
1 - Continuous Head and Sill Configurations (OX or XO; OXO)
4 of 5 6/29/2015 4:15 PM
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.18.[df
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.18 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.18.pdf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
15129.19 s. Fiberglass Door 8'0 Single Glazed "Non -Impact" Fiberglass Door with
Non -Impact" Sidelite or Sidelites - Outswing / Inswing
Configurations (OX or XO; OXO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.19.odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.19 for Design Pressure Ratings by FL15129 R3 AE Eval 15129 19 odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
15129.20 t. Fiberglass Door 8'0 Double Glazed "Non -Impact" Fiberglass Door with or
without "Non -Impact" Sidelites - Outswing / Inswing
Configurations (XX; OXXO) 1......_._...................................... .......... .......... ... __.... __._............. _............ _..........
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15129 R3 II Inst 15129.20.0f
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15129.20 for Design Pressure Ratings by FL15129 R3 AE Eval 15129.20.1)df
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions
Next
Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Stat moot
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
mail to this entity. Instead, contact the office by phone or by traditional mail. 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 R 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 click bgM.
Product Approval Acoepts:
al ® aChie M
Credit 90
5 of 5 6/29/2015 4:15 PM
R
W R W Building Consultants, Inc.
l Consulting and Engineering Services for the Building IndustryI7
P.O. nog 230 Valricu. FL 33595 Phone 813.659.9197
Floridn Board of Professional Engitvers Certiftcnie of Authmiz lion No. 9813
Product
Category Sub Category Manufacturer Product Name
Trinity Glass International Glazed Fiberglass
Exterior Swinging
Exterior Door 4621 192nd St. East Door
Doors
Assemblies Tacoma, Washington 98446 Non -Impact"
Phone 235-875-7300 Facsimile 235-875-7301 Inswing/Outswing
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Trinity Glass International based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product
Approval, Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do 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.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering
that complies with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-15129.5 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-15129.5 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 06-0223-3
TEL 06-0223-2
TEL 01470437
TEL 01471169
TEL 01471168
2. Drawing No.
No. FL-15129.5
3. Calculations
Anchoring
Test Standard
TAS 202-94
101A.S2/NAFS-02
ASTM E330-02
ASTM E330-02 & E331-00
ASTM E330-02 & E331-00
Testinq Laboratory
Testing Evaluation Lab.,lnc.
Testing Evaluation Lab.,lnc.
Testing Evaluation Lab.,lnc.
Testing Evaluation Lab.,lnc.
Testing Evaluation Lab.,lnc.
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
4. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute, certifying that Trinity Glass International is
manufacturing products within a quality assurance program that complies
with ISO/IEC 17020 and Guide 53.
Sheet 1 of 1
Signed by
Wendell W. Haney, P.E.
Wendell W. Haney, P.E.
Lyndon F. Schmidt, P.E.
V.K. Wright
V.K. Wright
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
No 4,3409
cc
STATE OF '
f $
631tdt' LyndonFL PE No. 43409
5/1/2015
TRINITY GLASS
4 INTERNATIONAL
GLAZED FIBERGLASS DOOR
INSWING / OUTSWING
NON -IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida
Building Code (FBC) structural requirements excluding the "High Velocity Hunicane Zone"
HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment
to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product is required to be
protected with an impact resistant covering that complies with Section 1609.1.2 of the
FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that
shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEEN DESCRIMON
1 Typical elevations, design pressures & general notes
2 Door panel details - Rush glozing
3 Door panel cletalts - lip a lonn
4 Horizontal cross sections
5 Verlical cross sections
6 Buck and frame anchoring
7 Components
8 1 Bill of materials
37.5t7' MAX. O.A.
I FRAME WIDTH
JAMS TYPE
fY........ : _.
WOOD . + 70.0 70.0 + 47.0 - 47.0
37.50" x 81.88"
PVC
FIBERGLASS/COMP + 60.0 60.0 + 47.0 - 47.0
TM
U: N.T.S.
c. BY. JK o
c Br: LFS 3
1rn NONO.: a
FL-15129.5
n
c
rr 1 of 8
a
PVC STILE CAP DOOR SKIN
I 1.58' {
I I
r
JLVL STILE
0.10"
FOAM CORE
0.31"
35.75' MAX.
PANEL WIDTH
EXTERIOR LOCK BLOCK
INTERIOR
HORIZONTAL CROSS SECTION
2
21.0" HOT MELT SEALANT .
5' GLASS BITE
MAX. D.L.O. SILICONE
1"O.A. THK GLASS
a
1/8"TEMPERED
GLASS
AIR SPACE
I
1/8"TEMPERED
2 GLASS
8 X 1-1/WSELF ALUMINUM BUTYL
L=
THREADING SCREW OR STAINLESS STEEL
O SPACER SYSTEM
rj N GI GIAZINGDETAIL
Z Fush Ute Frame
PVC STILE CAP PVC COMPOSITE
1.58"
r
TOP RAIL
LVLZuLt 0.10"
1.24"
TFr
FLUSH GLAZED FRAME
ABSorPC/ASA
iN
C/
MAHOGANY 111E FRAME
ABS or TASA
d X B2 .5" GLASS BYTE
SEE
b HOT MELT SEALANT
I"OA. THK GLASS
In HARDWARE SEE
foo SILICONE
CHART DETAIL I
Tr
h
40 FIBERGLASS DOORwithFLUSHGLAZING
FIBERGLASS DOOR SKIN: MIN. 0.070" THK.
FOAM CORE MATERIAL: POLYURETHANE
NOTE:
I. Spacing for lite frame screw is as follows:
Top and Bottom: 2-3/4" from comers 3 equally spaced thereafter (4 total)
Sides: 2-3/,('from comers S equally spaced thereafter 18 total)
DETAIL 1
1/8"TEMPERED
GLASS
AIR SPACE
1 /8" TEMPERED
GLASS
8X1-1/8 SELF PALUMINUMBUTYL
THREADING SCREW OR STAINLESS STEEL
SPACER SYSTEM
G3 GLAZING DETAILGLAZINGFrame
MODEL .:...:'::. ...:..:: .
KNOB: SIGNATURE SERIESKWIKSET
DEADBOLT: SIGNATURE SERIES (980)
KNOB i DEADBOLT:
KWIKSET
SIGNATURE SERIES COMBO PACK (991)
KNOB: F SERIESSCHLAGE
DEADBOLT: 960 SERIES
DOOR SKIN
PVC COMPOSITE
BOTTOM RAIL
ssss rr
cli
o
4u
U N •• J
O U C2SC[
M1 m Ct9 Wo m. g 3d a`a li
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p cw
3 d
2 VERTICAL CROSS SECTION
2
c r
DATE 1118112
scuE N.T.S.
M. BY_ JK i
ax BY: LFS 3
BBAwBi ao.: o
FL-15129.5 a
xm 2 OF 8 " n
I PVC STILE CAP
0.10'
0.31" -
35.75' MAX.
PANEL WIDTH
21.0'
MAX. D.L.O.
4
d
v
2
0
w
a X COObSEE
HARDWARE
CHART
id
FIBERGLASS DOOR PANEL
with LIP LITE GLAZING
FIBERGLASS DOOR SKIN: MIN. 0.070' THK.
FOAM CORE MATERIAL: POLYURETHANE
DETAIL 1
I
n
h
INTERIOR
1 HORIZONTAL CROSS SECTION
3
HOT MELT SEALANT 1 /7' GLASS BYTE
A3 1"O.A. THK GLASS
1/8"TEMPERED GLASS
AIR SPACE
It
J_ 1/8'TEMPERED GLASS
k8 X 1-1/7' PPH SMS ALUMINUM BUTYL
SEE NOTE 1) OR STAINLESS STEEL
SPACER SYSTEM
G2 GLAZING DETAIL
Up Lite Frome
F
i
A3AM or C/ASAE
DETAIL i
NOTE:
1. Spacing for life trome screw is as follows:
Top and Bottom: 2" from each comer and of centerline (3 total)
Sides: 7trom each comer and equally spaced thereafter (8 total) PVC
TOP RAIL T
DOOR
SKIN EXTERIOR
INTERIOR 0
0 7
PVCCOMPOSITEBOTTOM
RAIL VERTICAL
CROSS SECTION 3
RS1l
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4 1 HORIZONTAL CROSS SECTION
I-I/4"MIN. 4 Shown w/1Xsub-buck 1-1/4'MIN. N
EMB. (TYP.(
EMB. (TYP.( ofL555
L a a
0.15" j' C CSINK C SI K —{ C m
TYP.) TYp )
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1 2 3 4 1 2 3 4
INTERIOR INTERIOR
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12 40 40 12 z
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23 are 1 118112
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D B 18 g D
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11 HORIZONTAL CROSS SECTION L2 HORIZONTAL CROSS SECTION Dm FL a
4 Oulswing shown - Inswing also approved
1
4 Ouhw ng shown - Insw ng oleo approved FL— 15129.5
aa
swm 4 or 8 p
INTERIOR
EXTERIOR INTERIOR
ri' VERTICAL CROSS SECTION
INTERIOR 5 J Shown w/l x sub -buck
fit%
m
u n
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5 Ouhwing sill - high dam
5 VERTICAL CROSS SECTION
Inswing sill
WE 1 18 12
scut N.T.S.
DWG. BY: JK
CHK. Err: LFS
onAwWG No.:
FL-15129.5
sHEET 5 of 8
2X BUC
MASONF
OPENIM
BUCK ANCHORING
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR ': ANCHOR: MIN MIN :CLEARANCE_ MIN.CLEARANCE
SIZE::EMBEDMENf 10MASONRY TOADJACEM:;
iEDGE..:':. ANCHOR..:..:-'.
ITW BUILDEX 3/1V 1.1/4" 3" 1.1 ?
TAPCON° 14" 1.1 4" 2" 4"
ELCO
114" 1.1/4" 1" 4" ULTRACONs
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum SAr edge distance. I"end distance, d I"o.c. spacing of
wood screws to prevent the splitting of wood.
SEE
HINGE
DETAIL 2
SEE HINGE
DETAIL I
HINGE JAMB
L 2X BUCK to
F IX BUCK
TYP. HEAD
AND JAMBS
2X BUCK
DOOR
FRAME
QUO
MASONRY
OPENING —
TYP. SILL
P
FRAME ANCHORING
Masonry construction
HINGE DETAIL I
BUCK
BUCK
IN n
oo:
gv axZ{
Eo ZmOcw8
c 4 o
ui Zo° w
8 `d
64 2X BUCK Lu
H IXBUCK
u Y
0
o:
23 o
STRIKE JAMB
HINGE DETAIL 2
2X BUCK
IX BUCK
E: N.T.S.
X
er: LFS
avurc No.:
FL-15129.5
rr _L OF 8
ry 1 4.56' ----i
i-- 2.39' --i
I HEADANDJAMBS
Wood
4.56"
L
Age
In
2.44
CHEAD AND JAMBS
3 PVC
4.58 ---{
m 4.56"
o
I-- 2.44"
s--
I
2 HEAD AND JAMBS
Composite PVC Base
w/ Fiberglass Wrap
4.56" —{
to - `•` _
4 HEAD AND JAMBS
PVC
5.62'
1
1
S INSWING THRFSHOLD
N
2S 01RSWING THRESHOIOffigh-dam
4.ST
b
WING TFIRESHOID
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Y
SILLKEY. LEFT SCALE: NONE 0
SCALE-- NONE
a
1.22'
Fto
d
O O O
f
5°
19 SIL'k
DETAILS
0planal
c
o+Tc 1 18 12
saLE: N.T.S.
owc. Err: JK c
aoc er: LFS 3
FL-15129.5
ET 7 OF 8
BILL C
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Z
DATE 1118112 i
Saar: N.T.S. °
Cwc. ft. JK m
CHIC. BY-.LFS 3
wawwC NO:
FL-15129.5
0
sHm 8 OF 8 "
OF MATERIALS
REM • OESCRIP110N
MATERIALA1XBUCKSG >= O.SS WOOD
B 2X BUCK SG >= 0.55 WOOD
C 1 /4" MAX. SHIM SPACE
D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
F 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL
H 3/16" X 3-1 /4"PFH ITW CONCRETE SCREW STEEL
J 9 X 2-1 /4"PFH WS STEEL
l 8 X 2-1/7'PFH WS STEEL
P 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
1 HEAD &JAMB (FINGER -JOINT PINE - SG >= 0.42) WOOD
2 HEAD &JAMB FIBERGLASS/COMP
3 HEAD &JAMB PVC
4 HEAD 8 JAMB PVC
5 INSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM
6 DOOR BOTTOM SWEEP PVC
8 6 X 1-1 /4 PFH DRYWALL SCREW STEEL
12 WEATHERSTRIP QEBD650 Q-LON
18 3.983" X 4.0" HINGE MIN 0.098" THICK STEEL
19 SILLKEY PC/ASA
22 DEADBOLT STRIKE PLATE STEEL
23 LATCH STRIKE PLATE STEEL
24 9 X 5/8" PFH WS STEEL
25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP.
26 9 X 1.0" PFH WS STEEL
27 OUTSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP.
40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
64 8 X 7' PFH WOOD SCREW STEEL
REQUIRED INSPECTION SEQUENCE
BP#
BUILDING PERMIT
Min Max Inspection Description
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 Other
Address: /4-1 ,Q/,,L lam./
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond '
Electric Rough
T.U.G. '
Pre -Power Final
Electric Final
Min Max Ins ection Descrl tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
PI UNIBINIG) GAS PERN11T-
Min Max Inspection Description
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014