HomeMy WebLinkAboutProduct Approval ' Florida Building Code Online Pagel of 3
%:. ..,
BOSS Home Log In User llegistratiat Hot Topics Submit Surd a Slats 8,facts Publaations FBC Staff "CIS Site Map Links Search
Business
Professional ( product Approval / ^y
as* USER:Public User
_ >PronuCt Or Aoolirauon SearCh>ApolicatiW L W>Application Detail
FL# FL1435-R16
Application Type Revision
Code Version 2014 "`'
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 PGT Industries
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 22318
d rua rk@ pgti nd ustries.co m
Authorized Signature }ens Rosowski
jrosowski@pgtinduStries.com
Technical Representative lens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
irosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email FILE COPY
Category Windows
Subcategory Single bung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Unch,PE
.11 Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard YS:A[
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
http.//floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDq sbCUITKet2ODuttTa... 9/19/2015
Plorida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 06/11/2015
Date Validated 06/16/2015
Date Pending FBC Approval
Date Approved 06/25/2015
Summary of Products
FL# IModel,Number or Name Description
1435.1 Aluminum Sin"Hung Window(Std,Meeting Rail,inc.Pass-Thru)
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/28/2016
Design Pressure-N/A IftsMiltation Instructions
Other:Please see the Installation Instructions for design pressure,size " '-- ,I:
and anchorage information.The Pass-Thru version was not tested for Verified B�y -,
.A.Lynii�h Miller,PE 58705
water infiltration. Created by Independent Third Party:No
Evaluation Reports
7 L�aZ-J
Created by Independent Third Party:No
1435.2 00 HD Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No
Approved for use outside HVHZ:Yes Qualtitt,Assurance Contract Expiration Date
Impact Resistant*No 01108/2017
Design Pressure.N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
Created by Independent Third Party:No
14353 Vinyl Sin e Hung Window
Limits of Use CAWtHication Age"Certificate
Approved for use in HVHZ:No FL1435 R16 C CAC 5H-400 Certifcat,on5.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant;No 01/2112017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size EL�R I �11 SH-400.2�f
and anchorage information. Verified By:A.Lynn Miller,PF 58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 R16 AE SH-400 Evdu4_tLqQpdf
I Created by Independent Third Party:No
1435.4 SH-Soo WinGuard Vinyl Single Hung Window
Urnft of Use Certification Agency Certificate
Approved for use In HVHZ:No
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/27/2016
Design Pressure:N/A Installation Instructions
Other;Please seethe Installation Instructions for design pressure,size
and anchorage information. Verified By:A.Lynn Miller,PE 58705
Created by Independent Third Party!No
Evaluation Reports
Created by Independent Third Party�No
1435.5 WinGuard Multistory Aluminum Single Hung Window
Limits of Use Certification Agency Certlitkaile
Approved for use In HVHZ*No
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant-No 09107/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size ',C,'
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
Cdparty:No
Created by lnde�di�ii Third
1435.6 ISH-2100 Vinyl Single H ng Window
Limits of Use Certification Age"Certificate
Approved for use In ttVHZ".NoX1.4..:___-.e'— __.'!i(- 3 5 �
1 -�,
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant;No 01/24/2016
Design Pressure:N/A Installation Instructions
Other.Please see the Installation Instructions for design pressure,size 14
and anchorage information, Verified BY:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports ff
"A
Created by Independent Third Party:No
1435.7 Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant-No 1012112015
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
Created by independent Third Party:�No �
ISH-5400 -FE;ergyvue vinyl Single Hung Window
http://floridabuilding.org/pr/pi�_app—dtl.asvx?t)aram=wGF,VXQwtDqsbCUITKel2ODuttTa... 9/19/2015
GENERAL NOTES:
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH ?ACHC�R.LQqATIQN$&SPA lbk
THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED.
2)WOOD BUCKS DEPICTED AS IX ARE LESS THAN i.It2'THICK,IX WOOD BUCKS4-118*MAX
ARE OPTIONAL IF UNIT 19 INSTALLED DIRECTLY 10 SOLID CONCRETE,WOOL) 20'MAX.O.C.
BUCKS DEPICTED AS 2X ARE 1.1/2'THICK OR GREATER ATTACHMENT METHOD
OF WOOD SUCKS SHALL BE DONE BY OTHERS. fr
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO
SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO).
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE j N 4-V8'
SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. MAX
6)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE
FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS
REQUIRED TO PREVENT REACTIONS,ALUMINUM SHALL SE PROTECTED FROM vI
DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE.
6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR ADD 1 ANCHOR 62-118,
FIN. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF MAX.SUCK
INSTALLATION SHALL BE DONE BY OTHERS. AT MID-SPAN MAX.BUCK
FOR WW'37' 8*MAX 4-1/8
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,21 KSII -MAX MAX
CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.
GLAZING COMPLIES WITH ASTM E1300.
8)THE V3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE T10"MAK
1,6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD
SCREWS. A
9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES,ALWAYS ROUND 11-1/7
UP TO THE NEXT LARGER VALUE. jj MAX MAX
TABLE 1:FIN&FLANGE WINDOWS 78'
Suck Siva t ~De�s!gn Pressurel Cert1fication 12 MAX.
Wih Igtjjt)p5fj(-)pSfj Numbers MAX BUCK
52-1/r 7r I W 1 65 1 19D-7776410,6411 1
A--
TABLE 2:FLANGE WINDOWS
Anchor Type Substrate on,Edge Min, MAX
Mi. EmbedmentMAX
Wood(Smthmn Pine) 7tt8 1318
BUCK
1110 Stent SMS St"SAW&33 r 3w '045(is GA)
Alurnimm4MT5 38'u t/—fr 8"MAX
C
3f1V Masonry Steel,A36 3V lie, 4-1 1 8 N 11 W
oncrele v I've
,
Anchor H*wCMU 2-1/Z I-IW FLANGE ikEQUAL LEG FRAME, F!N.FRAME
NOTES FOR ALL METAL SUBSTRATES.SMIN"WWNT SHALL BE MIN I THREADS
BEYOND INSIDE FACE OF VATEMAL
TABLE 3:FIN WINDOWS
Anchor Type Substrille Min-9W Min
.we SaMt1BHlONpsyevelMLC01TAMa
Dist. Embedment3 JLROSOWSKI 001/13r RIGID VINYL
00
Rooftop l4eN wood(Southern pins) 30' 1-7118" w> rot aervrer
Common Nall wo*d(Southam Pins) 34' 2-7116,
1112 Panheed 1070 TECHNOLOGY DRIVE
wood(Southern Pins) W181 I've,
SMS NOKOMIS,FL 34276
010 TRASheadF1 CEW OFAUTH,:202M SINGLE HUNG INSTALLATION
crew Wd(S.&.P�-*) 7118" 1-W8- A.Lynn Miller,P.E. )32611JR
SH-400 NTS
'J Pz.#581,06
INSTALLATION Wt7H FLANGE F_RAME EDGE
(F{N FtEMOVEb� DISTANCE
EDGE r /g
DISTANCE "
�UbSTEi EMBEDMENT
EXTERIOR
EMBEDMENT
i''✓ ,/I ix WOOD ,
SHfM r. }
SHIMc
i
i .
., EXTERIOR EXTEROR �„>�iU66'H1ATE�{
3-114" �-+ _ _ SHIM
FLANGE FRAME,
JAMB INSTALL-_
fANE FRAME FLANGE FRAME. (DIRECTLY TO SUBSTRATE)
HEAD INSTALLATION HEAD INSTALLATION
(DIRECTLY TO SUBSTRATE) (USING IX BUCKSTRIP)
LJ
EXTERIOR
ExTERI � ExTERioR �I�1�\�1��
NO NO K. .
$ ANCHORS ANCHORS /
REQUIRED REQUIRED
' fIBSTE ix SHIM
WOOD
FLANGE FNANE
c- - - JAMB INUATION -
SHIM r f �,- SHIM fes; STA
J }-- �a � ✓,-t�� ..�,-1-�;�� (USINCiiX6UCKSTRiP) v
1xWOODjVv�
,06T 6
FLANi E FRAME, /
SILIINflTAI�t&iO
(DIRECTLY 70 SUBSTRATE)
ftANOE FRAME, '
Ill INSTALLATION ° `� vemp °PA gior
(USING IX Bt1CKSTRlP) J.ROSOWSKI 08!01/i3 RiGiD VINYL
woreawnwm ra
aournwrx oro at IrwopKa+w
-'"w—7, 1 d"
N!r r4tiY11rlilUltt M 16bY1Mb MIC7f9/
rauirwawrrannrs .
INSTALLATION NOTES Fa
1070 TECHNOLOGY DRIVE t
I I SEE SHEET i FOR SPACING REQUIREMENTS. NOKONS,FL 34273 nrlr
2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FL CERT.OF AUTH:24M SINGLE HUNG INSTALLATION
3)MAX.SHIM THICKNESS TO BE 114", A.Lynn Miller,P.E. ** °i"e^'
4)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN,
P.E.OM705 SH 400 NTS 2 X 4 7032551JR
INSTALLATION WITH EQUAL LEG FRAME
F( 4N AMD FLANGE REMOV}rD1 EDGE
DISTANCE
$�JBST AT_
Ti
r /r S*TRA�E
EMBEDMENT
EMBEDMENT 1
All
ix WOOD '
SHIMSHIM
�,B{JBSyfA SHIM
ETRlOR 1'
EXTERIOR EQUAL LEG FRAA4E,
JAMB INSTAlLAT10N
(DIRECTLY TO SUBSTRATE)
EQUAL LE G FRAMFF,
HEAD INSTALLATION EQUAL!EG FWF
(DIRECTLY TO SUBSTRATE) HEAP 3NS7ALLA710N
(USING 1X BUCKSTRIP)
EXTERIOR
:j "TERIOR EXTERIOR
NO
NO
ANCHORS
ANCHORS REQUIRED
REQUIRED 1�
w
�
BST 'TE�_ SHIM i
WOOD
EQUAL LEO FRAME,
AAMB 14§ TION
SHIM-'! ..y�;tls SHIM T l (USING 1X BUCKSTRM) ,
1x WOOD0l�l �������F
/.SIU TRATE
I_.�!�G:�� F/ %> jam.,' ,,. J•' i // � U �r
EgUAI LEG FRAMh SLI�$TfjA7E'
${LL iNSTAllt1T101
(DIRECTLY TO SUBSTRATE) EQUAL LEG FRAME
SILL IN&TALLATION u.«ar aw.: �r� ntxro�naeuMorgemn�mw,wm
(USING SX BUCKSTRIP) J.ROSOWSKO 06701113 RIGID VINYL 7�tl Mflgpp?MW/Nt
wo mawa9ur.w rwnrw a rrw
oaa�ertwrrurga�4cme
f w�tn +urt�r
INSTALLATION NOTES: Q 010
7470 TECHNOLOGY DAWE
1)SEE SHEET i FOR SPACING REQUIREMENTS. NOKOMIS,FL 34275
2)SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FL CERT.OF AUTH. 29296 SINGLE HUNG INSTALLATION
3)MAX.SHIM THICKNESS TO BE 114^, A.tym Muter,P.E. �" �""' °i" n"*►"° �"
4)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN.
P,E.p5B7r)5 SH-400 NTS 3 of 4 M1D325M11JR
INSTALLATION WITH FIN FRAME
EDGE SUTRF
DISTANCE III EXTERIOR
OPTIONAL
EDGE — FLANGE
DISTANCE
OPTIONAL
FLANGE EXTERIOR
FIN FRAME,
HEAD INSTALLATION
� a
SHIM
FIN E
JAMB INSTALLATION
i
SUBSTRA E
SHIM i
i` \ OPTIONAL
i l FLANGE
�s*T/ E % / EXTERIOR
� 6reIS
FIN FRAME,
ILL INSTALLATION
%i
a.+�a o.r wrr rN�rawnamovaaMar+wm
J.ROSOWSKI 08/01/13 RIGID VINYL ,an
.woiawr�ev•oranavor nw
gypeOlfMYrl,�01Ie1110p17eN
AYClgrl Mf M71R M�1�0 N�O�iIY
rsrprnrweaa0eef
INSTALLATION NOTES:
1070 TECHNOLOGY DRIVE
1)SEE SHEET 1 FOR SPACING REQUIREMENTS. NOKOMIS.FL 31275
2)SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. FL CERT.OF AUTH,:20296 SINGLE HUNG INSTALLATION
3)MAX.SHIM THICKNESS TO BE 1/4". ear;
A.Lynn Miller,P.E.
P E.�6T06 SH•400 NTS 4 01-4 1032511JR
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Bu' try
C P.O.Box 230 Valrico,FL 33595 Phone 813. 919
Florida Board of Professional Engineers Certificate of Aut tion 13
CO'r i
Date: Januarl,29. 2015
Product Sub Category Manufacturer Product Name
Category
Therma Tru Corporation 3'0"x 6'8"
Exterior Swinging 118 Industrial Drive "Smooth Star"
Doors Exterior Door Edgerton,OH 43517 Fiberglass Single Door
Assemblies
Phone 419.298.1740 Inswing I Outswin "Impact"
Scope: 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.61G20-3,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.
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 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.
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-5891.2 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-5891.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell W.Haney,P.E.
CTLA 98OW SSTD 12-99 Certified Testing Laboratories Ramesh Patel, P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-5891.2 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Quality 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 ISO/IEC 17020 and Guide 53.
Lyndon F.Schmidt,P.E.
FL PE No.43409
1/29/2015
Sheet 1 of 1
THERMAITRU® 37.59"MAX.OA. _�(� �l. ..........
•.%
FRAME WIDTH
THERMA TRU DOORS >••
1 18 INDUSTRIAL DR., EDGERTON, OH 43517 PANEL WIDTH ,' 111411111%""',``` 1S��p
S$i
3'0" X 6'8" 4 1 1 a
"SMOOTH STAR" ® ® 4=
FIBERGLASS SINGLE DOOR n
INSWING/OUTSWING
�o
Cl
LL W J j QU'
O
GENERAL NOTES f O 4 y
i. This product has been evaluated and is in compliance with the 5th Edition)2014)Florida Building of a
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). o a a
2. Product anchors shall be as fisted 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 complies with Section
3 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile N
level"D"and excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. z
�0 C
9 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x In N —
buck masonry construction.
�o a:
5. Site conditions that deviate from the details of this drawing require further engineering analysis it!y
by a ficensed engineer or registered architect, n n ;
z
TABLE OF COMEMS
SHEET/ DESCRIPTM OVERALLNPI ESSIIRE o 'e
1 Typical elevations,design pressures&general notes L1FSIG (P� z
SWINGt RAJMR r—0Door panel details z
o
3 Honzont cross sections D1MtcA1S�ON pEfS11I1 NEfsATTVf:- wh 4123108
i
4 vertical cross sectionsmINSWING 37.59"x82.19" +67.0 -67.0 N.T.S. 4
5 Buck and frame anchoring-2X buck masonry construction On.BY. AL m'
6 Frame anchoring-I buck masonry constriction OWING 37.59"x 80.69" +67.0 -67.0
CHKBY
LFS 3
7 Bill of Materials&Components onA7F]5891.2
M, rc
0
0
o sHEor 7
a
R\Clients\Therm Tru PERMANENT\Florida Product Approvals\FL-5891\Drawings\Cunerd\FL-5891.dv4 22
4
13
13
• m
o
N N
® ®
m
N�
W
S � J qYV
� A
R m m
s
r
N�
N
H
T
n
4Q �O.W s
IWO
pm
P
A
N N X
m
O
70
17 :'
n
Q
0
N
`,111111111/I
22
O O N .`�,`�''Vii► •r���:
Z L/�
No.43408
PRODUCT: Documents Prepared Or. iOdIOR
don F. Schmid! �i ��'•. OIID�;.•' ��
THERMA—TRU 1Y^ i�
r 3 FIBERGLASS DOOR P.E. No. 43409 7Z"ll
I� ? ro BUILDING CONSULTANTS 1!01 �NC.11`
y CJ 2 1 28 15 UPDATE 70 5TH ED. 2014 FBC LFS PART OR ASSEMBLY:
D to 1 6 11 12 REVISED 70 2010 FBC JK P.O. Box 230• Valrica, FL 33895
NO DATE BY DOOR PANEL DETAILS Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9873
C 2008 R.W.81J.DINa CaN.IJI—NT*INC.
fLlClients\Therma Tru PERMANENT\Flodda Product Approvals\FL-5891\Drawings\Cummt\FL-5891.dwg,32
�A
703
. z
T
v
W�
�O
A
00 n
pq
N
C� V
O A
T N
4C v D
O
Z
72 ;0 A A A N
A O
D
13
W W W N
X
m Z
~ m
A
w w 70
A A
N y
O
Y'n O V O
c70
O
N
N � O
n A
X Z
M °
M M m
W N O O as
_ AA
O O
0
13�► 7C 0o V C
r
f1 o
7 QQN
H
N
rn n O
O
Z
O r
a `
M a
a
4 °
i�1_ • ^ °G
S'� \\\so
? No.43409
s g Q PRODUCT: D—un" P^F°^e ey �/�� 1t00t)f OF
^• c� THERMA-TRU Lyndon F. Schmidt /i •�'••;tCl....`-e\\\\
It \ 2 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY:
FIBERGLASS DOOR P.E. No. 43409
fill,
00
p : ? N BUILDING CONSULTANTS,
p -i (w i 28 15
cn p 7 6 t1 12 REVISED 70 2010 FBC JK HORIZONTAL P.O. Box 230, ValNco, FL 33593
Iv N p NO DATE BY Phone No.: 813.859.9197
REVISIONS CROSS SECTION FBPE O.A. No. 9813
0 2008 R.W.Burl.—CaMeuLT —INC.
• R:\Oients\Therma Tru PERMANENT\Florids Product Approvals\FL-5891\Drawings\Cunent\FL-5891.dwg 42
v m
oe
m
a
^D
o D o
IN A h A m
a O ° ° T NOy x1 °
y • 7m0 �N p Ott V
T v N A n 7O0
n y
v °
° • d
°
v _ �
1-1/4"MIN.
EMB.(TYP.)
•m
m
V
X Z
$ m r�r D
;v >a
A A
v�0
A ° ° g 20
O
O ? c:
s
Z • Z
v •
W �
n
1-1/4"MIN.
EMB.(TYP.)
No.43409
PRODUCT: 0noufnerxe Prepared By. 10 8R7�01
F THERMA—TRU Lyndon F. Schmidt �i� .sLCl...w.•'
r. FIBERGLASS DOOR P.E. No. 43409
to r, y W 2 1 28 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: EIUIIDING CONSULTANTS' t````
N cn o 1 6 1 i 12 REVISED TO 2010 FBC JK P.O. Box 230, Valrfco, FL 33593
I� ro au NO DATEBY VERTICAL
CROSS SECTIONS Phone No.: 813.869.9197
REVISION$ FBPE C.A. No. 9813
®2008 R.W.BYIL —CONSULTANT.INC.
-S�``,�
ON g
zo
>> �
18111111%�`` obi
D
UN••
E ��
MASONRY TYP.HEAD& _ MASONRY r 9 c w
OPENING JAMBS OPENING B
eg u o
6N mora
Y
c l\C
C vZ
4
22QQ9II �`a
FRAME
d o
p TYP.HEAD& ?v
x JAMBS a U
EnZZ Ko Zz
moi– o
2X BUCK a O o g m ��
2X BUCK
m �2
U o
O Y
o U�
vry m !� m m
J�m
a m
t
V O
� N U
EP to
BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB W o 0
aMasonry 2X buck construction N o n
CONCRETE ANCHOR NOTES: o o
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints. t2 ti
2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to o
maintain the min.edge distance to mortar joints,additional concrete anchors ?
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9
a3.Concrete anchor table: 28 K N=a z
MIN.CLEARANCE MIN.CLEARANCE e
s` ANCHOR ANCHOR MIN 10 MASONRY TDADJACENT 10
EMBEWENI N_o 0
TYPE SIZE EDGE ANCHOR 10 27 KffW w1r 4 23 08 =
• 1/4" 1-1/4" 2" 4" B
scru N.T.S.
TAPCON DWG.BY, AL m'
2 ELCO 1/4" 1-114" 1" 4"
ULTRACON cm.er: LFS
WOOD SCREW INSTALLATION NOTES: Ga�xsNc
b 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing HINGE DETAIL LATCH B DEADBOLT DETAIL FL-5891.2 0
of wood screws to prevent the splitting of wood. sNcer 5—or 7
— O
/i
Cox!
7 V A w
nNm Z
y� U po ••
C v Z m U
E w
MASONRY H 9 d a
OPENING4
\v
oZ
28 G
3'a
J
FRAME Y
z
TYP.HEAD& 27 G mo
JAMBS O
aU az �o x�
x F Q1
?z
O 'rvS J 0p
1X BUCK w� s :X
�w 0
= LATCH d DEADBOLT DETAIL m
J
O
e a a
Zi >'
DO
m
CD
V O
N
€ STRIKE JAMB FRAME ANCHORING HINGE JAMB d z
Masonry 1X buck construction w o 0
=o �
N N
CONCRETE ANCHOR NOTES: o
1.Concrete anchor locations at the comers may be adjusted to maintain the min. o
edge distance to mortarjoinh. o y
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 9
M at
maintain the min.edge distance to mortar joints,additional concrete anchors H ?
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. �'^w
3. Concrete anchor table: 10 N
s ANCHOR ANCHOR MIN MIN.CLEARANCE MIN.CLEARANCE
TYPE $IZE EMBEDMENt TO MASONRY TO ADJACENT z n°
W EDGE ANCHOR oerc:ITIN4 23/08 i
TAPCON
z
® 14" 1-1/4" 2" 4" sera: N.T.S. °
/
e 1TYV1-1/2
3/16" 1- 4" 3" " DWG.BY: AL
i/ m'
TAPCONm CHK.BY: LFS 3
WOOD SCREW INSTALLATION NOTES: HINGE DETAIL
ORAwINC NO.:
b 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing FL-5891.2 m°o
of wood screws to prevent the splitting of wood. SHEET 6 OF 7 0
a
MIAMI.C�AQEFIL Lt C
MIAMI-DADE COUNTY
P T CONTROL SECTION
5 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ,uti,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION 86)3 2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wtiv►v.miamid nde evvleconomv
PGT Industries J" -
1070 Technology Drive,
Nokomis,Fl.34275
SCOPE:
This NOA is being issued ander the applicable rules and regulations governing the Ilse 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-Dade County Product Control Section
(hi 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 Gone,
DESCRIPTION: Series"5470"Vinyl Sliding Glass Door(Reinforced)-N.I.
APPROVAL DOCUMENT: Drawing No. MD-SGD470-01 Rev A,titled"Vinyl SGD",sheets i through 13 of 13,
prepared by manufacturer,dated 11/18/10 and last revised oil 06/19/15,signed and sealed by Anthony L. Miller, P.E.,
bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance(lumber and
expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None: Approved Hurricane Protection devices,complying w/FBC,as
applicable are required.
Limitations:
1. See table 2(sheet D and table 3 (sheet 2)of this approved drawing set for Applicable SGD unit sizes,design
pressures,reinforcements types, glass types,sill riser(detail sheet 6)and anchors requirements.
2. See sheet(L2)for panel configurations& limitations.Size over 96"height is limited to max 4-panels.
3. Rigid White PVC,Tan(Non-white)Rigid PVC anti Brown coated (Painted or laminated)white Rigid PVC
to be labeled per referenced NOA's requirements.
4. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable.
5. Pocket walls under separate approval,to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been fled 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 shall 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 NOA 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 revises NOA 011-1018.20 and consists of this page 1 and evidence pages E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
NOA No. 15-4409.04
M LlalDE oUNrY Expiration Date: April 21,2016
(�1b� Approval Date: June 18,2015
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files: see below).
2. Drawing No.MD-SGD470-01 Rev A,titled"Vinyl SGD", sheets 1 through 13 of 13,prepared by
manufacturer,dated 11/18/10 and last revised on 06/10/15, signed and sealed by Lynn Miller,P.E.
Note: This revision consists of series changes and FBC update.
B. TESTS (Submitted under files#11-1018.20/#11-0107,09)
1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3) Water Resistance Test, per FBC,TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door, prepared by
Fenestration Testing Lab, Inc.,Test Report No. FTL 6637(samples A-1 thiel A-5), dated 12/06/10,
signed and sealed by Jorge A. Canso, P. E.
(The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by
Marlin D. Brinson, P.E. (reviewing Engineer).
2 Additional test report No. FTL 6638 (samples A-Ithru A-22)per TAS 201/203-94, issued by
Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by
PGT,dated 03/30/15and last revised on 06-09-15,signed and sealed by Anthony L. Miller,P.E.
2. Glazing complies with ASTME-1300-02, -04 & -09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusion Ltd for their"White Rigid
PVC", expiring on 09/30/19.
2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their"VE 1000 Tan
(Non-White)Rigid PVC", expiring on 12/29/16.
3. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusion Ltd for their`Brown Coated
(Painted or Laminated) White Rigid PVC", expiring on 09/30/19
4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTME-84, ASTMD 1929
and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material.
F. STATEMENTS
1. Statement letters dated 03/30/15 compliance to FBC 2014 (501 Edition)and"No financial
interest", prepared by PGT, signed &sealed by Lynn Miller,P.E
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises #11-1018.20, expiring April 21,2016.
2. PGT dated March 30, 2015 by Lynn Miller, P.E. confirming extent of revisions.
3. Test proposal # 10-0767, dated 08/25/10 approved by BCCO.
4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E
1sl aq r.Chauda,P.E.
Product Control Examiner
NOA No. 15-0409.04
Expiration Date: April 21,2016
Approval Date: June 18,2015
E- 1 �
4
N
05
C9 N> 2N` N d 7
O O q,
;t
O6WwN y7N w
rN�t,`„T CYLti'py 6 0 O
W
$k
yd � z '�r
%my U>Q N> Ut 7
N N b OW
? OR ► o b
WVN r� "D, @ �
O
s
Z s+ q� d•,LZa
7=r a y so t1N V e
tuco�
o Cal N O N� b'.�..••'9�J`..
NQ w O 0 N>d d N`di
a b
ZO wyoG > U
crj �'r0 d Or Og�o N zo
p. L�,jlit r O W y, j-•..t�•, o U o O u1r�y p
CIO
Op$ rNC9 %Om 6d
7,t, m
00 06O' �N WU Wlit
ZdO �aN�ciN`W4
O Ua-�
dYU 6 6gc? OQ•Y .-r.dL ,r�> yuY dZOu( Or OmbNrWS P m4 � 1N4 O NpO0+ WN,a,�°NQN 07,% r Oa ;OWo dW sp � 7apa�swm U uNuS fr8UccfiN ZlZvOaZ wOk
O
t~
a
40-
"00
r
r NyUr 6p.> ONW pryr d ut
p0 O d rrr �SdN d?3 U d WW>S OO p Z
Z�` W y N CZ1 yr a' > p UO d rr y> N
O V� b O 4 NY�y� N> � ��¢,�4 CW.) w b ��b W7\d d 0G O
-60
i d � �, a
Or rOy }Y>�jW Z �rU U4 C`yr prN W �jd4o1� �dSNn WjZZ1r Z
70y Cn3ipw uy2 O �wd 20Z v� bi`p�Z rCG t9N6 Ny N
Q•1 y��ZN Z p
1Y Q• Q o4 7m OaU' 2 �'''Y-T�,y Ot'��- -� rO O CL 0 pJ27 y`nO 77j Q�N! � J
1,,,"
Zn(� dNG rnWSYQd� Wd 7tNZcn N2a7iZ pOr ON r
NO 4 ZO 3 y0 CL•O.Yk Nis �3 y("Zp N 0u1 t9 QNpd7 ulZw o>rui a•311,416N r Z
rzao W Q1sw> dutNCLY d 60 K�NcO( dm d Z2 d0O'Ow4Oi
Czr nryS2r�N2 j�� W
�� r O, `r•r2N r>7 S dv'j OW a7sw Wy WWW �•�Q`[ N +�du-jNOr_o'��YSO 7
+ N Ou r 2d Wy $ Z p WZO o d m Z_ '�Nr
' ta11YWNWi-r(jw�n
jNN0S- p
N
dyW ;f w 9• . pyd Why r"Le- c�Nt�a• Cy NZ >N�ON 7 0
U?u> °Q, w7'usa Z WDWN% Na>7� 'r >
y > r Nya Ww dN iNpaai , yg a' �aNw�py-Y23tN °o � m ywopt? i
o
N r o ��G CO dam uo �y W d W W d W w d��NN i�db u�f rte+
N t p 77 >N_ Or 6a=aa O , d� W
0-OM
ZWN Nr �dN16O 7 01 p.i;. 4) Y• 07Q,to,0 r
gWO�„C, N..i�� r3 SZtSu Z' Ua rd?�?bU p tc.V'' AZOO"d 2
5 x , o dpa0iQ ,ice zo sj% r 0 wo�00 N wm iaGtioya�ayW
to s 0 WOf y wW t s
} Or U m Ndd rOd OO S r pow d d7r O ZU17iraN 2
O t. V-
40 W W N O tj W 2 �•�,• N d O•r W W 4 0
4 6 pO 0-•W .� N NN NW d t.ad6 tNtWO W W rOW Z•yY,SW>N'r
U rj W� a3 ��$ Nv CW� ?y �m �Cd"0_Y 7 drd �WZ�- aG O �`rOw �"' �r0p
wul Oi1 7 c=��O Nr��Sy�a wn pZ•O�j%47i C4�inn�yw 6.
�jtN- pO g N�r� Y`•�,N mNy
Cl �Zg d � r Jt>y6w�SOpdi-��N'a
6, N O
i amy aW ?� 72Wy ��.Zm r�u• N•�> Wr>,7d d2 N�� WO2� � ZZZy -��ci,d•<
o WZ9o� oa N mp0a Ng aavp'p 2�o a;*
NjW W0 4.. 7.6.�'g� NK -% pip yt�nil Ny vtx-�•-K �y Nw`f� u?Q�aQN c�-i ZYNY
e rO Y�Z t > �0 OW 3 W� wooN' d Za
U 04-00 r0 O WW d7 Z�dj sr 5 N �``Z0
W Z OCG Y 6 Oy y S Z�,r tW.•'2,.0 CJ Y Y W Nn p'ry -'-0
tG r Do,
N N OW¢` 7d2•. Otu�, ;dm0� � yO
W -40
tl1
W V a•�p YaWj Ndy,W Q�j Npuya Q 6, ~
r
xo
N
rib
2-TRACK CONFIGURATIONS ............
DETAIL
is Sties j
8' Mme.. HIS SHE
- DETAIL E -- ANCHORAPPROX.IV, DETAIL A, DETAIL A DETAIL S2[DETAIL D DAYLIGHT OPENING(PLO)FORMULAS
.- ANCHOR I� LOCATIONS FOR NONSTRUCTURAL---���{{{ THIS SH IS SH HIS SH THIS SHEE WIDTH:PANEL WIDTH-8-9(18"
DETAILA f LOCATIONS FOR ,EXT. BYPASS (HEADa SILL) { ---�-"_" HEIGHT:PANEL HEIGHT-"16'
4EXT.. POCKET CONDITIONS. I -" "' I
- CONDITIONS, 21.8' �-__ _ ._
ANCHORS INTO MAX. `______ _________ __Y� ZL
—PANEL WIDTH-�
12'MAX.O.C. P+HOOK. D.0 ! - - .. L.r —DLO
-. DAYLIGHTAll
OPENING WIDTH _...
DAYLIGHT
1 ANCHOR
CENTER OF 1 ANCHOR CENTER LE 1 SHEET OPENING
ETAIL 1
DEACH PANEL.SEE TABLES DETAB, ! EACH PANEL.SEE TABLES f HEIGHT NHT DETAIL E
EXT•t1 ON SHEETS 8 d 9. EXT.Y ON SHEETS at 9.
I HIS SF{EE
PANEL TYPE PANEL TYPE
3.219'MIN.O.C. POCKET
2ANCHORSOGENTEROF 2ANCHHORSOCENfEROF iDET R SHEET
EEE
DETAp. EACH PANEL.SEE TABLES ON DETAIL 2
EACH PANEL.SEE TABLES BY SHEET 5
SHEETS 889. ON SHEETS 889. OTHERS
EXT,7 (UNDER _ _ PANEL
EXT: 741'MIN.O.C. SEPARATE/ {jL�J, ////�11 Tet 3 HEIGHT OLO
d'MIN.O.C. V � StEET
APPROVAL)
3219"MIM,O.C, H�TA9L 5
CLUSTER OF 3 CLUSTER OF 3 SHEET
ANCHORS Q STILE ANCHORS STILE I iNTMLOCK
DETAIL G1 INTERSECTIONS, pETaIL H INTERSECTIONS.SEE OF 61
EXT♦ SEE TABLES ON TABLES ON SHEETS 889. PAttEL __ ANEL
SHEETS 8 d S. EXT.T. ` . - �,({'I • _,. { HEAD
4'MIN.q,C. L . d SILL)
4'MIN.O,C.
------------------------
v
___WMAX.,
4'MIN.O.C. (HEAD d SILL)- ham-- `" --- 6' •'
r- (HEAD d SILL)
DETAIL GZ
- CLUSTER OF 5 -`' - CLUSTER OF 5 ANCHORS __ - THIS SHEE DETAIL F
ANCHORS 6 STILE DETAIL G'I DETAR ...LLL
2376'TYP. INTERSECTIONS. 0 STILE INTERSECTIONS. THIS IS SH£E T THIS SHEE
SEE TABLES ON DETAO.H2 • SEE TABLES ON SHEETS "t DETAIL 2 Crs•2 A1yOi.LOR
� '�"'---•.r THIS SHEE
EXT_ SHEETS 8 d 9. EXT.>r _ _
_ 3-1 ANIYfOR CONFIGURATION SHOWN,
3.219'MIN.O.C. 4`MIN.q.C. CONFIGURATION LICABLHOWN; ! (SEE LES2,3ORAPPLICABLE 4)
(SEE APPLICABLE DP �•--».�______ TABLES 2,30R 4)
6'MAX. W MAX. TABLES 2,3 OR 4)
END OF ATTACH OF
ATTACHED JAMB ATTACHED JAMB NOTES;O"To
_ __ 1 ANCHOR®I ij FOR CONFIGURATIONS,SEE SHEET 12.
DETAILNCHOR DETAiLF 2)FOR ANCHOR EDGE DISTANCE AND
SILL ENDS.EX7.'�' {EgD Epi EXT. EMBEDMENT,SEE TABLE 13HEET6.
3)oAYLIGHT OPENING mo)FORMULAS:
MOTH:PANEL WIDTH-S-Sri6'
NOTE'SEE TABLE 1,SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-&9116' rw)b T kk vi?Ao
4)PANEL HEIGHT=FRAME HEIGHT 2.5' u eaHpNNlatj-06 111,"orw,
B.WLM Cale
1l Alit/a 4an"Awa.NWS =o 0 '02f'
`�.� iYNN 41/j��,,l It, or, DOW FkNrlow B:pYatia.D.ke
1125 JAMB �rO• CENSE
t • F9 JR 03/17/15 caRHEciEoDLO
ow .` `I '• Ll Y[ ^` Rertloed8y. Dal. RaMlm;
�c mo,58705
ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI
w,
EXT.7 .190' EXT. t. 0' ,�}i(�• FLORIgF:• �j~� t0 0 VENNCE,FL 3ADAVW Tw Dates
SS/C�NOL E YEATE,,FL34 VINYL SGD INSTALLATION GUIDELINES 1111$110 J
WEEPHOLE PATTERN 24"O.C. WEEPHOLE PATTERN SILL ENDS I t t I I I i t NIN(t 94274 Scale Dq.LtD Na Rar
A.LYIJ�+MILLER,P,E. 5470 HTV' 201-t-13 MD-SGD470-01 A
P.61 1705 CERT-OFRUTN,020M