HomeMy WebLinkAboutEngineering RECEIVED DEC 02 2016
T reasure Harvey E. Koehnen
- C ,oast Professional Engineer #32831 .
B.'111ld111g Architect #AR0009471..
En
gineerSj 'Certified General.Contractor#CGCO24776.
Inc.;:.:
December 42016
To-. St.Lucie County Building Department
Re: . Permit#
Owner-- Hutchinson Island.Club Condo 04
Address: 10410 S: Ocean Drive
Contractor:: Cancio'Builders,.Ind.
Arch/Eng: TCBE,:Harvey Koehnen
To Whom It May.Concern: -.
This firm was retained to certify the installation of a new 6068.steel louvered door on the north ...
side of the above referenced meter:room. We determined that this building is officially in a 160
M.P.H.."D"wind zone and the door is located in the interior Zone 4.. As such'we-determined that
the components and cladding pressure the door must meet or exceed is+38.8/-42.2.
The contractor selected a steel louvered doormanufactured by Daybar Industries Limited
(FL14676.1-R2).:T11is door system installed as per:NOA has been certified to resist+50.0/-50.0
which will exceed required pressures.
As such this will be compliance with FBC 2014 5.h edition...If you have'any questions,please"call
our office.
Respectfully:Submitted;
.. 49F
�ZQ2•'No,32831, y
STATF6F i""��� - _ ..
. IYarveyFE.`K"ebh n,PE 3283.1
.% President
7205 Elyse Circle PHONE (772)466-5509
T C B E, Inc.: port Saint,Lkie :"FAX (772)489-3035 i
Florida 34952-8212; E-MAIL:: hkoehnen@tcbewebcom i
WEB SITE http://www.tcbeweb.com
1212/2016" " Florida_Building Code Online
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Flonda.
Product A proval
e USER: Public User
..! .. ProductADOroval Menu>'Product or Application Search>Application List>Application Detail: --
• FL-# FL14676-R2.:"
Application Type ' .... Revisionq.
Code Version 2014.:
Application"Status Approved -
Comments
qq
Archived []. .".
Product Manufacturer DAYBAR"INDUSTRIES LIMITED
Address/Phone/Email 50 West Drive
-
d
Brampton, NON-US 32817.
{905) 625-8000
do son@daybar.com
Authorized Signature : Dodson Mark
dso r.com
do n@dayba
Technical;Representative
Address/Phone/Email.
.Quality Assurance Representative
Add ress/Phone/Email-.
Category Exterior Doors
Subcategory Swinging Exterior Door:Assemblies
Compliance Method Evaluation Report:from a Florida Registered.Architect or:a Licensed::
Florida Professional Engineer
LO Evaluation Report—:Hardcopy Received
Florida Engineer or Architect Name who developed Walter A.Tillit•Jc;:PE
the Evaluation"Report
Florida License.: PE-44167.
Quality Assurance,Entity Intertek Testing Se"r'vices NA, Inc.
Quality Assurance Contract Expiration Date 12/31/2019
Validated By ,; ' .:Steven M. Urich, PE
OO Validation Checklist:-:Hardcopy Received
". ." Certificate of Independence FL14676 R2 COI DAYBAR INDUSTRIES LTD C.I. 15-057:bdf
Referenced Standard and'Year(of Standard) Standard::: Year
TAS 201 1994
TAS'202 1994
TAS 203. 1994
Equivalence of Product Standards'..
Certified:By
Sections from the Code
12/2/2016 Florida Building Code Online
Product Approval Method Method 1 Option D:
Date Submitted: 04/29/2015::
Date Validated 04/29/2015
.. Date Pending FBC Approval 05/04/2015
Date Approved - 06/23/2015
Summary of Products
FL# Model Number or Name Description
14676.1 Steel Door.System Steel Door-System + Sidelites/Transom_ with Glazing,
Louv
ers, or Panels (Inswing/Outswing)
(Windows/Transoms/Sidelites/Screens) (Singles/Pairs)'
Limits of Use- Installation Instructions
Approved for use in HVHZ:Yes FL14676 R2 'II DAYBAR INDUSTRIES•LTD. DRWG.15-
-Approved for-use outside HVHZ:Yes 057.odf
Impact Resistant:Yes Verified By: Walter.A.Tillit, Jr., PE 44167
Design.Pressure::+50/-50 Created by Independent Third Party: Yes
Other:Refer to approval drawings.("installation Evaluation Reports
instructions").for allowable:product,sizes or spans,:design FL14676 R2 AE DAYBAR INDUSTRIES:LTD P.E.R. 15-057.Ddf
Wind loads, installation conditions, anchor spacing,:: Created by Independent Third Party:Yes
component dimensions, and other installation-requirements'
and/or.limitations of use.
w.
Contact Us::2601 Blair Stone Road,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 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
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
27
455, 5(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 communicationmith 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 here. _
Product Approval Accepts:
.. .. .. .:
=mom. .. .. ...
Credit Card
Safe. .
TILLIT,TESTING S ENGINEERING COMPANY
WALTER A.TMLrr,JR.,PR t�teco@aol.com
FL P.E:Licrose No.44167
FL E.13;License No.0006719
PRODUCT:EVALUATION REPORT
REPORT NO.: 15-0416.02
DATE: ..: April 16,2015
PRODUCT CATEGORY: Exteriors Doors-
: PRODUCT SUB-CATEGORY: Swinging F-4erior Door Assemblies
PRODUCT NAME: Double: & Single Commercial :Outswing.: or
.... 'ng �aiv�eai � S.IainsVie# Dom..:
Systems,.Flush, embossed:with ision Lite or:
1.a
ver:K With.Sidelites and Transoms
with different inflls.
:.SUBMITTED BY:: Daybar Industries LTD
5D t�e�t�.C#3/e;Bramptaris
On: na ada. L6T 2J4 : .
_
9. PURPOSE OF EVALUATION
This is a Product Evaluation Report issued by Waiter A.Ti10t,Jir. .P:E.(System
ID# 1906)to the:Daybar.Industries:LTD,:Rule Chapter No.61020-3 Method
1 D of the Florida Department of Business and Professional Regulation.
s.
This product is being issued an Evalua66h.Report as descried herein, and'has.
been veered fol pitee,i accordance with the 2014 fifth edition of t
Florida Building Code,and to.verify that the product is for the purpose.`intended:
at least equWent to that required by-the:Code:.
:This Product Evaluation.Report shall be subject to review and revision,in case of
a:Building Code change that may a#feot Its Hinitations,and condfflon§. .
2. EVIDENCE SUBMITTED:
w.
2.1 PRODUCT EVALUATION DOCUMENT(P.E:D.1: �i�'�'"'��"""�•.��
Drawing. No 15-057, tided: IDouhle & Single .'Cam •ter:
Inswing Galvanneal or Stainless Steel Door Systems, •
Vislon Lite or Louver Kits, Grid wA S delites and dm W, iffe�ientz�
brills.'; sheets 1lthru 12 prepared by Tilteco,_Inc., sign d e id. 1 4. 3A1
6355 N;W. 36th Street, State 305,Miami,Florida 33166:-Phone:(305) 1,. �)871-1531 . ::
PRODUCT EVALUATION REPORT.NO.15-8416M :: 2
d.
A.Tflit, .1r., P.-E.`§ dated b4m/t5. TM-5 drawing is .an integral Part .of.:this
Evaluation Report
2.2:TEST.REPORTS:
Large missile impact and: cyclic loading under Florida TAS 201 and 243
Protocols, as per. sections 1626 :and 1609:12 of the Florida Building Code.
Uniform Static loads in accordance With Protocol TAS 2-02.Test reports prepared
by Certified Testing Labora#ones Report No. CTLA 1992 W signed and sealed by
Ramesh:C. Patel,P.E. .
Tensile: Test Report No. 0417T .by Certified Testing Laboratories signed and::
sealed by Ramesh G. Patel P.E.
2.3. STRUCTURAL ENGINEERING-CALCULATIONS:
On: Exterior:Door with sidelites and transom-for:4 mum anchor. spacing vs.
design wind load.and-door:span based on rational and comparative analysis; as..:.°
well as on glass adequacy:and in:accordance with section 1616 and 1604 of the
Florida Building Code.: Calculations.prepared.by'Tilteco,:Inc., dated 04/14115,
qs
signed and-sealed by Waiter A.Tillit, Jr. .P.E.
3. MISSILE:IMPACT RESISTANCE:
:Large.missile impact under section
1626 of:the Florida Building Code, as per.
:Protocol. AS 201:
4: WIND LOADS RESISTANCE:
_Exterior Door with sidelites and transom has been verfied #fl sustain wind
pressures. Maxin'I'M Door sidelites and.transom- Dimensions and ASD, Design
Pressure rating shall.be as indicated on sheet,2 of Product Evaluation Document
. .(P.E.D.),:drawing No. 15-057. Maximum' Anchor Spacing shall.`be as indicated
- on sheet:2 of Product Evaluation Document(P.E.D.),drawing.No. 15-057.
6. INSTALLATION:
Shall be performed strictly:in.accordance with the details indicated on sheets 2.5::
thrli.'12 of Product Evaluation.Dflcument.(P.E:D),�lra�nring No: '16-�57:
6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS::
Shaff'be strictly in accordance with General Notes:an j7j9,Mp9 ents indicated 6nsheets 1, 3 and 4 of Product Evaluation'Docume�t� q:Na 15-057.
Anchor specifications shall :be as indica#ed 0 11 .4 ihJt Evaluation
Document(P.E.D.),.drawing No. 15-057. +SQ'..'
�sslONh ��'''
PRODUCT EVALUATION REPORT NO.1"416.02 3
p.
7. LIMITATIONS AND CONDITIONS OF USE: '., ..:
7.1. shall be strictly in_compliance with General Notes No. 1, 3, 8, 9, 12 thru 16;
indicated orf:sheet I :of Product Evaluation Document(P.E.D.),'drawing.No 15-
067 prepared byTilteco, Inc. and signed'andsealed by:WalterA.Tillit, Jr., P.E.
Y
7.2.: Product:ma be.installed.within HIGH VELOCITY-HURRICANE ZONES:as-
ow
defined on section 1.620.2 -of the Florida Building Coded or outside of..HIGH
VELOCITY HURRICANE-ZONES.
7:3.:Product shall oniy:be installed into:poured concrete; grouted'concrete block,
wood and'"steel frame structures, as limited and defined'on Product Evaluation
Document No: 16-057.
Product Evaluation.Report prepared by.Walter A. Tillit, Jr.; P.E. (Florida License
No.44167), President of Tilteco, Inc.'(Florida:E13-0006719). .
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