HomeMy WebLinkAboutProduct Approval R WT R W Building Consultants, Inc.
BConsulting and Engincering Services for the Building industry
C 1,0 Box 230 Velrico,Ft.33595 1111to t8!?059 9191
Floiidl 130ard oi'Ptplessw"txl Fugmecrs Ceruricaw ot'Aoborizttfott No.9813
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Product
Category Sub Category Manufacturer Product Name t
Therma Tru Corporation 3'0"x 6'8"��
Swinging ExteriorrExteriors Door 118 industrial Drive "Smooth Star"
Door'' Assemblies Edgerton,OH 43517 Fiberglass Single Door
(LPhone 419.298.1740 Inswing!Outswing"Impact"
Scone: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F. Schmidt, P.E. for Therma Tru
Corporation based on Rule Chapter No,61 G20-3, Method 1 D 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.
L.+"ntitatrons:
iris product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
exclucing the"High Velocity Hurricane-Lone"(HVHZ).
2 Produ;t anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wail dressing
or stucco.
3 When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not
require;an impact resistant covering. This product meets missile level"D"and excludes Wind Zone 4 as defined in ASTM E1996 and
Section 1609.1.2.2 of the FBC.
For 2x Stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
Site conditions that deviate from the details of drav✓ing FL-5891.2 require further engineering analysis by a Licensed engineer or
registered architect.
See drawing FL-5891.2 for size and design pressure limitations.
Supporting Documents:
1 Test Reffort No. Test Standard Testinq Laborato Signed by
ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell W Haney.P E.
CTLA 9BOW SSTD 12-99 Certified Testing Laboratories Ramesh Patei, P.E. _
2 Drawinct No. Prepared by Signed&Sealed by
No. FL-5891.2 RW Building Consultants, Inc.(CA 9.9813) Lyndon F Schmidt.P.E.
Calculations Prepared Liv Signed&Sealed, by
Anchoring RW Building Consultants, Inc. (CA#E9813) Lyndon F. Schmidt,P.E.
Quatit,Assurance
Certificate Of Participation issued by National Accreditation and
Management Institute,certifying that Therma Tru Corporation is
manufacturing products within a quality assurance program that complies
-with ISOPEC 17020 and Guide 53,
Lyndon F Schmidt,P E.
FL PE No.4-409
1129!2015
Sheet 1 of 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets
I through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on. 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5500 PVC single
hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.
FTL-7964,dated 11/15/14,signed and sealed by Idah-nis Ortega,P.E.
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked up drawings and installation diagram of a series 5500 PVC single
hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No
VIL-7966,dated 08/21/14,signed and sealed by Idahnis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 5th
Edition (2014),dated 05/15/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.B.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Mi`nuelPeez,P.E.
rroauct ConlrdLZxaminer
NOA No. 15-0519.05
Expiration Date: July 3O,2020
Approval Date: July 30,2015
E-1
MIAM 1•Q14DE MIAMI DARE COtINPY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
PGT Industries,Inc, ,
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Bade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein„ and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION. Series"5500"PVC Single Hung Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.AM-SH5500-01 titled"Single Hung Window Installation-
LM",sheets 1 through 13 of 13,dated 05/15115,prepared by manufacturer,signed and sealed by Anthony
Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice
of Acceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit small bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise
noted herein.
RENEWAL,of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process-Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shalt automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the MOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-0519.05
riWAMU aoa C0U Nry Expiration Date: July 30,2020
101 Approval Date: July 30,2015
Page 1
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This product has been evaluated and is incompliance with the 5th Edition(2014j Florida k.ilcl;ng
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2. Product onch.cils shall be as F.,!ed spaced as shown on det (ails.Anchor embedrnen-;o bo�e
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone' HVHZI.
material shall be beyond wall dressing OrSIUCCO.
3. When used in areas requidng vind borne debris protection this product compiles with Section
1609.1.2 of the FIX and does not require an impact resistant covering.This product meets missile
level"D"and excludes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 01 the FBC. Ln
4. For 2Y.stud framing construction,anchoring of I hese units shall be the some as ihol shown for 2) Mn
buck masonry construction. I I o o
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5. Site conditions thof deviate from lhe dclaiis of this drawing require further engineering andysin,
by a licensed engineer or registered aichiieci.
TABLE OF CONTENTS
2
SHEET 8 DESCR[PIION
o 1 Typicol elevations,design,preswres&general notes OVERALL DESIGN PRESSURE
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2 Door pone)details FRAME
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4 -Vedicol cross iejtorls T.
INSWING 37.59"x 82.19" +67.0 -67.0
Buck,and frcme anchoring-2X husk mason��ronsfrv&t�on 5
_Fr&ri�e-ond,06-.T;X bock niasoi o y conshucllo�_, _1L
Biff of Moteriars Components OUTSWI14G 37.59"x 80.69" +67.0 -67.0 —_-, LFS
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CONCRETE AtCHOR NOTES:
N I. Concrete anctcr locations of L'ne comers may be adjusted to maintain the min. ��nl
o edge distance to mortar joints. aII! 114
2.Concrete oncter locations noted as"MAX.ON CENTER•'must be odiusted to
maintain the rrin.edge distance to mortarjoints,additional concrete anchors
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3.Concrete anctor tobte:
v ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE 10
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F I.Maintain a minfnum 5,18"edge distance.I"end distonr_e R t"o.c,sparing HINGE DETAIL LATCH a DFADLLI DETAtt tit-5891 o
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CONCRETE AN--HOR NOTES: ti o_! W
1.Concrete one"or locations of the comers may be odiusted to maintain the rah
edge distance to mortar joints. i
a2. Concrete anctcr locations noted as"MAX.ON CENTER"n,os!be adjustrd to a G,
< ma�loin the rrin.edge distance to mortorjoints,odditronal concrete anchors — °—
may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded.
3.Concrete anctor Icble K
MIN.CLEARANCE MIN.CLEARANCE
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of.vood screw.to prevent the splitting of Hood. srrn
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