HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online
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BCIS Home Lag In User Regstratian Hot Top. Submit SurdlaMe Scats 9 Facts Publications FBC Staff' BCIS Site Map Links Seaah j
dbix
�r` a ,a�)Product Approval
YP S! USBR: public User
product alai, a! gyl> progylg(o_oel'ret on 5errch> rl i ration Detail
"t FL # FL261-R30
i
Application Type Revision ,
Code Version - 201a
Application Status vetl
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived P'li
CONCEA(EDFAST
Product Manufacturer 'r''(( PGT Industries ENE
Address/Phone/Email ogy Drive
AREThERESPONSIB�TYOF HEENTS
North Venice, FL 342T5
(941) 486-0100 Ez[ 22318
druark@pg[intlustries.com CONTRACTOROFgfOOOF
Authorized Signature ]ens Rosowski
RD
Jrasowski®pgbndustnes.com
Technical Representative lens Rosowski
Address/Phone/Email 1020 Technology Drive
Nokomis, FL 34275
(941)486-0100 EM21140
Jrosowskl ®pg[industnes.com
Quality Assurance Representative` i
Address/Phone/Email 1
Category winnows tj !% y;� y'.`/ �; f-
Subcategory Mullions Y"
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
1
Referenced Standard and Year (of Standard) Sleed➢[d year
,it " TAS 201, 202, 203 1994
TAS 202 1994
Equivalence of Product Standards
Certified By
Prcdua Appmval Method Method 1 Option A
Date Submitted 05/24/2016
Date Validated 05/25/2016
Date Pending FBC Approval ,
Date Approved 05/25/2016
http://www.floridabuilding.org/prlpt_app_dtl.aspx?param=wGEVXQ %vtDquaucolwmuGt... 11/13/2017
Florida Building Code Online
Page 2 of 2
Summary of Products
FL#
Model, N umbuier Name
Description
261.1
Mullions for All Doors and Windows
Al u In I Mullions
Umlts of Use
n Certificate
I Approved for use In HVHi was
FL26a R10 C CAC 16-0218 03 odf
1 Approved for use outside HV_H2: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes -
05/26/2021 '
Design Pressure: N/A
Other. Please see Miami -Dade County Notice of Acceptance (NOA) for
FL261 R10 11 16-V218.03 odf
product performance information, and mullion clip anchorage details.
Verified By: Mlami-Dade BCCO - CER
Created by Independent Third Party:
j
Evaluation Reports
Created by Independent Third Party:
Conrad Us :: 2601 Blab Stone Road. Tallahassee FL 323.0 Phone: 850-487-1824
The stare of Florida Is an BA/iE0 employer. Coovrlah[ 200]-2013 S[a!e er Flotlda.:: PnvaN Statement :: Accessibility Statement :: Refund statement
Under Florida law, emall addresses are Public moves. If you do not want your e-mail address released In response to a public -records request, do not send elec[renic
mail to this entity. Instead, correct the office by phone or by traditional mail. If you have any questions, please coifed 850.487.1395. -Pursuant to section 455.275
(1), Florida Statutes, effective Qdaber 1, 2012, licensees licensed under Chapter 455, F.S. must prow ds the Department with an email address If they have one. The
amain pluvided may be used for official communication with the licensee. However ¢mall addresses are public record. If you do not wish on supply a personal address,
please provide the Department Vidhtin email address which can be made available W the public. To determine if you are a licensee under Chapter 455, F.S., please
clkk here .
Product Approvala�Il Accepts: ,
MEp
0 u M
xcurit�lt'riuts' ;
http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGt... 11 /13/2017
MIA DARE
DEPART51ENT OF REGULATORY AND ECONOMIC RESOURCES MR)
BOARD AND CODE ADhIINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)_
D'IIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
wmv.mia mi dade.gov/ecenom v
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 when allowed by the Authority
Having Jurisdiction (AHD).
This NOA shall not be valid after the expiration dale stated below. The Miami -Dade Comity Product Control
Section.(hr Miami -Dade Comity) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or mated ?al tested for quality assurance purposes. If this product or material fails to
perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modiJ&,'_ W 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 err d has been designedto comply with the Florida Building
Code, including the Hi Veloc/:r,ty Hurricane Zone:
DESCRIPTION: Se 'es Ilk!"' Clipped Extra d Aluminum Tube Mullion — L.M.I.
APPROVAL DOC 6300JR, titled "hnpact—Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10110/14, signed and sealed by Anthony Lynn Miller, P.E., betting the Miami -Dada County Product
Control Revision stamp witlr,the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Sectictr.
LABELING: Each unit sbalkbear a permanent label with the manufacturer's name or logo, city, state,
modellseries, and following;statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein. e ' ' i
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.
i"
TERMINATION of this NO'A 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 tenninationand 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 litepture. If any portion of the NOA is
displayed, then it shall be donekin its entirety.
INSPECTION: A copy nf�his entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be avail'alile for inspection at the job site at the request of the Building Official.
This NOA revises and renews'NOA# 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentatidriwas reviewed by Manuel Perez, P.E.
MIAMI•DA®UNTY ! 6
d
i'y it
e?Y 1 1
03
Expiration Date: May 26, 202
A roval Date: April
Page I
"s;ag
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3
A. DRAWINGS %.
1. Manufacturer's die drawings and sections.
(Submitted hider NOA No.10-0819.0S)
2. Drawing No.';000J11, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08129/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lyim Miller, P.E.
B. TESTS
1. Test reports ou: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance'fest, per FBC, TAS 202-94
4) Large'Missile Impact'fest per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with"iriarked-up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab,•ITnc., Test Report No. FTL-6443
(samples A-f thru E 1), dated 02/28/11, and addendum letter dated 05105/11, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.10-0819.05)
C. CALCULATIONS
1. Anchor veri5cation calculations and structural analysis, complying with FBC-2010
and with FB(`.-5t° Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by€Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade -Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
t, f
Manue a
ez, P.E.
Product Cunt of Ykaraluer
NOA N . 6-0218.03
Expiration Date: May 26, 2021
Approval Date: April 142016
E-1
I
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, datedFebruary 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and, expiring on 05/26/16.
0
,
i
Manuel I, P.E.
Product Cuntr 1 E iminer
NOA No.-0218.03
Expiration Date: May26,2021
Approval Date: April 142016
E-2
sus
I
C.
SUITABLE FOR ALL LOCATIONS REQUIRING
NOWIMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE is
MULTIPLE I- CPEENGWOTHFORVMUMMULL�
MULLIONS I / - SFr: oETAL,s
AD.GHI
SHEEl529
SEE DETAILSTHWG, III I
ATHRUy / IY / III
HE S2]
I
I
IENGIH
AIL /6EEDELNL3
1 HDRZMTN. E..Cl E
II-- 61uIL—IIII--- sllEeT32o -illl
L2NCR1 HCRIMINTAL
MUII
IFNGiH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS,
MULL 1�-WENWGV10M�1
—L LExGLM
r {I1I�
OPEL MALL Y
HEI[ UNWH /
SINGLEMULLION SINGLEMUWON
'� SEECARREBPoNONGOETA68
`- FRGN i1GIREI ABDYE
STANDARDS USED
-2014 FLORIDA BUILDING COOE(FSC), 5TH EDITION
AANSVAFSPA NDE2012 FOR WOOD CONSTRUCTION
0ALUMINUM DESIGN MANUAL, ADM-2010
EAISHS100-0752-2010
ANCHORS REQUIRED FORTHE
ARCHESTUDE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
WSCREEBIT6RE HAVE B EEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MUWON CLIPS. our SHALL
RECTMGLUIi NOT HAVE A GAP OF MORE THAN lie FROM THE CUP.
�sINPE
3) THE ANCHORAGE METHODS SHOWN HAW BUM DESIGNED TO RESIST THE Ulft E1CORRESPONDINGTO THE NOT
DESIGN PRESSURE. MULLIONS ARE CALCULATED6OADDURTI DEFLECT NO MORE THAN WE THE1RTION STRESS OFINCREASEWAS. USED
IN THIS ANCHOR EVALUATION. THE 1.R LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF W000 SCREWS.
4) PROPER BEAUNE OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS
6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
1 SEE DETMU ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24, FOR MULTIPLE UNITS CONSIDER
AT WR ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
/ SHEETS 24) PRESSUREOEM,ULTIPLEV',' LIONSORFENPSTRATIONPRODUCTSSHALLAPPI'Y'.I,
OFCNINO
M WHEN FINDING YOURSUE INOHEMULLION TABLES, ALWAYS ROUNOUPT'QWENEXT SIZE SHOWN ON THE TABLE(SjI, j1,
FOR
HOPIZprtAI
SEEDETALLE. NiL T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS MUST
SLEET] BEANCHOREO PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BECOATEDORCORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIREDTO PREVENT
MULTIPLE MULLIONS
6) REFERENCE TEST REPORTS: FTL-6443, ELCO ULTMOONIAGOREGATOR NOA5
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITHWEREQUIREMENTS OFTHE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICNTIONS, MULLIONSARE ONLY TO BE USED WITH
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FORUSE IN THE HVHL
11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNLIMITED PRUADEDTHAT THE SPAN AND OPENING
WH THHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITHWEREQUIREMENTS OF THIS RDA.
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR WE OPENING USING THE ASCE-T STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH
3) REFER TO SHEET 2610 DETERMINE" THE, WIND LOADING IS'RECTANGULAR' Oft'TRIANWUWfR4PEUJIDW-•. -
1 X2 X.3I6 MULL SPECS .._- ........ 6
1XZ?6X.3SMUU_SMCi -T
1 X 275 X.65 MULL SPECS_..._ a
1 X 3.125 X .6D0 MULL SPECS-_ 9
1 X 4 X.126 MULL SPECS. -.ID
1%4 XID6 TIRE I_LS BPFFS....t
TX<%.Afi TMULL6PECS_.:11
4) FIND THE CHOSEN MUWONS MULLION CAPACRY(LBSIFPI FROM TABLES 1ATHROUGH 15A ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (WSIM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSJM FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED INSTEP 4) ABOVE, FINDTHE VALUE N THE NEXT COLUMN ANCHOR CAPACITY REQUIRED RBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORSAND MUST BE MET TO ATTAIN THE FULL MLLUQN CAPACITY
ON THE SAME SHEETAND USING YOURACTUALSUBSTRATE CONDITION (MULTIPLE
MAYAPPLY) SELECTANANCHORCLIPPATTERNANDVERIFYTHATWEREQUIREDANCHOR
CAPACITY IS MET,
T) IF THE MULLION CAPACITYRBSIFPI OBTAINED IN THETABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT ILBS/FP) FORTHE
OPENING. YOU MAY USEWE-ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITYREQUIRED. WITHTHIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORMS SAME SUBSTRATE
6) VERIFY THE DESIGN PRESSURE RATING (LBSIFP) FOR THE FENESTRATION PROOUCTTO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LBWM OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN ASPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
\ d\`QY1V LY... Ae �'"
a1 �\GENSF ". Fq
No. 58%05
TE F�:•<
l
A. (MN�Ppj(Wp1 R" PSE.
4 FLP.E.M687 5 : -
DETAIL0.
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CUP SHOWN)
STANDMDOR
I
OFFSET M
Y
CW WYBE BS
I I
INSTAt1FD BY
� a
I
THIa METHOD
I
°
4
4
°
I
EXTEROR
`4 _
HUWDH
SEECHECTS
31-WORHOLE
LOCATIONS
EDGE
e
DETTANCE
m
TOREM
BCRENS
AUNnuaaR
DETAILS:
MULLION ATTACHED TO IX
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN^
// .
THE OFFSET CLIP IS
RECOMNFNDEDFGR
R ROSED
.DOMS,BUTNAY
ALSOBEUSEDFOR
OTHER FRAME TYPES.
WSCARY
ANCHORS
MIN R.]NLI : �,•••• :
LONCRETEORGAI i
SIDE VIEW
FIINFATHE
aTAroARo
bFF6Ei MULL -
' CLIPAUYBE
THIS METHOD
s'E TABIE4 fo-16B - DISTANCE
j� 8EETABIEB
EMeF1:61EM BUCR6INP
AND
ATTACIPdEM
BY OTHERS
EFENOTEI
bE NOT
•
.. .:,.:•� •. :- .^•
U PEP
A LHMENT
.•�
EL1B HFM' 8 NOTE I.
SET I.
,
MW 3l NSItM6RETEGR CNN
._' FRONT VIEW
•-
ARaoO D -
' SIDEVIEW
-
m romPlyiMviW Cn PwNE
FRONT VIEW
DWIelnB ceeo
AXMim O/fpZl
Wle
INSTALLATION NOTES
M4� EBY�U
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO.
I111
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
Yty LYNN 4p4 AY,
��i�
ONLY. BECAUSE THEANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANLHORDISTANCE,THE
`A``f
00. J�pgge'.�E,P
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE
FOLLOWING SHEETS.
FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.z
n, No. 58705
S) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
=
��y_��L✓I�/L/_.H__
4) WOOD BUCKS ARE OPTIONAL SEE DETAIL C. SHEET 3.
'. S E OF
5) FOR MASONRY APPLICATIONS IN MIAM4DADE COUNTY, USE ONLY MIAM4DADE COUNTY APPROVED
��,y'S f(OI GO?,
ELCO ULTRACON OR ELCO VV S.S. AGGREGATOR MASONRYCHORS.
AN
A. C('NNIMILLEW, �.E.
-
FL PEA 58705 -
DETAIL E:
DETAIL C: —I .12s-MIN MULLION TO MULLION Mfg
MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:(U-CLIP)1 MAY BE INSTALLED IN• FEE' OR'C OSS'MASONRY STRUCTURE ) (STANDARD CLIP SHOWN) INTERSECnONS2) MAY BE INSTALLED HORMONTALYSt
I (SHOWN) ORVERTICALLY.
I TYv.smsT N
ESMETHM
T.LESS118138 3)SEE RRIES DRAWINGS, SHEET52h23TOPVIEW FOR CORRESPONDIN.Z 1 EpGE0511NCEMODII 1 ' FMFNS(MY WRES-)—�1 J W
ANLH00.9 i�/TT ID 5MELSMEM
B _
IF _ 1N 0 9ETCLPSI �" ` I L
f-'F I LILLTFRSECl10N �..
'MNWWB &Ff1MY CLP
A13RI 09t TfO
oT16aFRAMETYPEs. I JEXTERIOR
• .. �' �• EWE
' H_CISTAVCE
SEETAP E9
MIN9AKSICCNCREFEMLMU 10.100
SIDE VIEW
INSTALLATION NOTES:
i) ANCHOR EMBEDMENTTO BABE MATERIAL SHALL SE BEYOND WALL DRESSING ORSWCOO.
2) QUANTITY OF ANCHORS AND.MULUON SIZE SHOWN ABOVE ARE FOR PICTORI:A REPRESENTATION
ONLY. BECAUSETHE ANCHOR CAPACITY IS BASED PARRY ON THEANCHDR TO ANCHORDISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTOTHE TABLES ON THE
FOLLOWNG SHEETS. FOR DETAILS AD, EITHER THE STANDARD OR WTERIORCUPMAYSEUSED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3.
5) FOR MASONRY APPUCATIONS IN MWdbDADE COUNTY, USE ONLY MiAMI-DADE COUNTY APPROVED
ELCO U-TRACON OR ELOO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
FRONT VIEW
EXTERIOR
V/ SEE EILEE:TS 110 FOR
M0.E LOGTONS
mST
FRONTVIEW EWE
ANLE
sEE TAeLEs
Lo-lm
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SH
NOTES:
1) FOR 2X WOOD -BACKED STEEL STIRS, WOW
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5.20, FOR QUANTITY OF SCREWS.
SIDE VIEW
� F •' .
j Per '•. 5T
NM, 5BT05
816w,
ZL'YN ,ii$ LEA,P.E.
FL P.E.D 58705
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
sEe oErulsAE.
SHEET5IFICSU NATETp4ATI0N
i0 SPECIFIC SOBSIRATEi
O O
O O
SIDE VIEW
SXOWNWNNI•X4-X.1u•
MULLION
EXTERIOR ..�, :.. ,..
O ' 000
• ///���%
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FORTHE BAY OR 1.26• XR11• X.12V MULLION.
2) SEE TABLES 111436 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
O O O O
TOP VIEW
TYP. NICXWi l
O
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
VTOPME.
O
V
O
EXTERIOR
IMOWOOD.
STEEL, NLM
OR WSOM Y EMENIOR
ISTOWOOD.STCEL. 4� F A..egTm NP ^o- �•�3
rX3
1 O E.0�1Mion Daa )
EDGE
DISTANCE
By
PEP Miml eFinartt
ANW WY
D NOTES FOR INSTALLATION OPTION 0 AK ``\��tiN1 LYNN hIT�Te i�'
1) USE 2 ANGLE CUPS PER MULLION END. CLIPS MUST BE WSERTED INSIDE OFMULLION.
j •L:: t
2)DETAIL O: SEE TABLES I0-16B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE ;.t;; NO. SST05
LOCATIONS. -
3)DETAIL H: SEE TABLES 158 OR 1613 FORANCHOR QUANTITIES AND SHEET 22 FOR HOLE
LOCATIONS. I'p_
MUSTBE
SATMULL.
EXTERIOR
1
1.2x.125
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FIGURE 5:
FIGURES:
TABLE NOTES
QD CIRCLED VALUES ARE USED IN THE ENAMPLE ON SHEET 24.
1) SEE SHEET I FOR INSTRUCTIONS ON USING WE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM "0. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SO OF B%ALUMINUM SHALL BE WMT5 AND BE MINIMUM OF.125'
THICK STEEL STUDS TO BE AMINIMUM GRADE S3 ANO.04S THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .126-THICK AND AX ALL ANCHORS INTO METAL SHALL EXTENDATLEAST 3 SCREW THREADS BEYOND
THE MATERIAL 010 & C12ANCHORS INTO WOOD MAY SESTEEL, IBB B.S.OR 410 S.S.
FORMULA TO
TO QUALIFY
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FIGURE 1:
FIGURE 2:
FIGURE&
ANGLE CUP (FIGURES 1.3) MUST BE USED N PAIRS.
X
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.2&
HOLES TO BE DRILLED IN THE MELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TRFATED
YELLOW SOUTHERN PINE WITH MSG OF 0.65. ALUMINUM SHALLBE 6UG3T5AND BEA MINIMUM 0F.126•
THICK STEEL STUDS TO BEA MNIMUM GRADE 33 AND.O45• THICK (18 GAUGEA STRUCTURAL STEELTO BEAT
LEAST AWTHICKAND A30. ALLANCHORS INTO METAL SHALL EXTENDAT LEAST 3 BCREW THREADS 611YOND
THE MATERIAL #10 6 Al2 ANCHORS INTO WOOD MAYBE STEEL, I"S.S. OR 410 S.&
LYNN fAiN�•/4�,
In. 58705
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MULLION MULLION MULLION
600ST5ALU64 fiW.iT6ALUM fi TSALUM
X-SECTION %SECTION X-SECTON
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,125'
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iV-
TCENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-20 RTHE
ANCHOR O.C. DISTANCE NUUMMUNIMCNOR
HOLEDIAMETERANCHORDbi IE +1116'.
5 SW'
3125' CIRxEpETO
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F
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THE ANCHORO.C.
F
DISTANCE.
I
MAXIMUM
MOHORHOLE
DAMETER:
ANCHOR
ANCHOR
DIAMETER+INV.
� L $TANOggO CLIP "LIP
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-WITHIN THE DASHED 90UNOARY. SEE TCPVIEW TOPMEW
RRFcrasnFna Ta excuna nc. TARIFP.
AV
V3.260*4V
1.677' MIN.
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NOTES:
1) HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONALRESTRICt10NS GIVEN ON THIS SHEET.
2)SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLELOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS
SaTV
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F
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NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
I
.125
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEET35.20 FOR SUGGESTED: APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
„_�_•
I
Y%4•X.26'
MULLION
600340ALUM.
X-SECTION
f
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SHEETIB
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IIIV. `WITHINTHEWSXEDBOUNUART.SEE
Vuv4G1Gl: WVOHUH uuV4tl Gf. vlS-.
SHEETS fi-2D
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MMIMUMANCHORHOLE
20W
3T
OUT HERE TO OIAI4ETER:
I
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1116'..37T Iy� III
MIN. OC
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t
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350'
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BU6�0 ALUM.
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TOP VIEW
USED FOR
SHEET 17 TOTMEW
ll 1 1
TOPNEW
A. LYFGS }u�ILL�R, P.E.
FL P.E.# 68705
EXAMPLE 1: SINGLE VERTICAL MULLION.
NOM'LH_0_RS_INHEJD
I1T
SEE
FENFSFMTION
DE1
PRCO'JOTS
SHI
gWRWpL
r
WLUON
LErv6THrx
^
1�/r
_
4
DEIM
6NEE1
23
EXAMPLE 2: MULTIPLE MULLIONS
THE BUILDING SUBSTRATE IS MOM TO BEWOOD ON ALL FOUR SIDES. THE WINOOWFRAME DEPTH IS 2-V4'. THE OPENINOREOUIRES ADESIGN PRESSURE OF 460.W.60.0 PSF. -
1) INITIALLY ASSUMING THATA r NOE MULLION IS SUITABLE,THE MULLION LENGTH IB 72-AND THE OPENING WIDTH IS 32"-32-1'-60. REFERENCING WEST 26, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SOAK THE MULLION TABLES FOR A MULLION THAT IS AT LE/STTHE WINOOW FRAME DEPTH OF 2-WAND WU-MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF �.W UjO PSF. IF INSTABLE DOES NOT SHOWTHE EXACTSIZE, USEWE NEXT LARGER SIZE AMUGLE
FROM TABLE 3A SHEET 7, THE V X2.75- X.375' MULLION (LENGTH -7r, OPENING WIDTH -7T) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS •1-58.3PSF AND WOULD
NOT BE SUITABLE FOR WISAPPUCATION.
FROM TABLE 4A, SHEET 8, THE 1"X 2.7W X.65M MULLION (LENGTH =1r, OPENING WIOTH =T01 H SADESIGN PRESSUREOF -M7 PSF
OPENING ANDMAYSE USED IN THIS APPLICATION. NOTE THEANCHORCAPACTIY REQUIRED OF636I.M.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WTH (4) N12 ANCHORSAND THE 2X5
ANGLE CUPS WITH (4) 012 ANCHORS HAVE ACAPACITY OF US LBS.THWGH EITHERONECOULD BE USED.THE STANDARD CUP IB EASIERTO INSTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THELOWER DESIGN PRESSURE, OF MULLIONS ORPENESTRATION PRODUCTS. Wu -
APPLY TOWE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULUDMANDWE FENESTRATION PRODUCTBE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES MO FENESTRATION PRODUCTS TO MULLION.
INTHISEXAMPLE, THEDESIGNPRESSURER UIRE0WAS+/ti APSF.THEOVERALLMUWONSYSTEMWASDETERMINEOTOSET2.TPSFWILHMJMWORCAPACITYOF636LBS.MTERNATNELY.
THEANCHOR CAPACITYADJUSTMENT FORMULALOULD HAVE BEEN USED TO CALCULATE THEANCNORCMACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF SO PSF:
E..(SOPSEjX(`B )=524.9LBS (MAY BE USED TO QUALIFY N105TEEL.SCREWS FROM TABLE 48)
717 PSF... .. ��.
CMU ON THE JAMB9 AND USES ACONCRETE HEADERAND SILL THE LMNDOW FRAME DEPTH IS2310': THE OPENING REQUIRESA
1) INITIALLY ASSUMING THAT A T WOE MULLION IS SUITASLE,THE MULLION LENGTH IS 32'N W=10SANDWS OPENINGLWDTH IS 3W.W.1-=7T. REFERENCING SHEET 25.
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN W E MULLION TABLES FORAMULWNWAT ISATLEASTTHE WINDOW FRAME DEPTH OF2-3(B'AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 450,01.55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXTIARGER SIZEAVAIIABLE.
FROMTABLE 3A SHEET7, THE 1' X 2.75-X.3TW MULLION (LENGTH. iOW, OPENING WIDTH MEETSTHE DEPTH REQUIRED, HOW MRTHE DESIGN PRESSURE IS FA1S1 PSF
AND WOULD NOT BE SUITABLE FORTHIS APPLMATION.
FROM TABLE 12A SHEET 16. THE r X 4' X.25W MULLION (LENGTH -106•, OPENING WIDTH • 8W( HAS ADESIGN PRESSURE OF •IJM.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FORTHE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHORCAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILLADD r TOTHE WIDTH OFTHE MULLED UNIT, THEADJUSTED OPENING NOW IS 3 -W-r=74', NOT77 A6 DREWOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABLE FOR THEADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 7T DIMENSION (35112"t35-1R'Fr73'F
21 USE TABLE 12B TO FINDTHE ANCHORTYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE W THMEXAMPIE.ASSUMETHE POURED
CONCRETE HEADERAND SILL ARE 8' WDE.IF THE MULLION CLIP WERE TO SE CENTERED WITHIN THEW. CAPE MUST BETAKEN TO MNNTNN THE F73TENER'SEME DISTANCE
USING THE STANDARD CUP WITH (6) 3116- ULTRACONANCHORS ATM EDGE DISTANCE OF 2-1R' GIVES AN ANCHOR CAPACITY OF ION LBS WHICH IS GREATER, AND
THEREFORESUITABLE, FOR THE REQUIRED ANCHORCAPACITY OF 871 LBS.
FOR THE HORIZONTAL MULLIONS:
:h:BECAUSE THE VERTICAL MULL WILL BE Ar%4-%?SQ MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZQNTALAND VERTICAL MULLIONS, ALTERNATIVELY, MOTHER
,>.MULUONTYPE000LDMCHOSEN.
1) WE MULLION LENGTH IS 3W AND THE OPENING HEIGHT IS 32'.7r-r=IOV. REFERENCING SHEET 25, WE COLUMN USING 7RAPEZOIDAJTRUMULAR LOAOWG MAYBE
USED. FROM TABLE 12A SHEET 16, WE r X 4-X 15W MULLION (® LENGTH -4r, OPENING HSIGHT-12T)HAS A DESIGN PRESSURE OF-1-17D.0 PSF WHICH EXCEEDS WE
REQUIREMENTS PORTHE OPENING AND MAYBE USED IN THIS APPLICATION. NOTETHEANCHORCAPACRY REQUIRED OF 521 LBS.
2) USE TABLE 120 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME WE CMU JAMBS ME W
WIDE. IF THE MULLION CLIP WERE TO BECENTERED WITHIN THE W, CARE MUST BETAKEN TO MAINTAW THE FASTENER'S EDGEDISTANCE. USING THEMANGLE CUPS WITH
(4) 3HCULTRACON ANCHORSAT AN EDGE DISTANCE OF 1' GWES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE, FW THE REQUIRED
ANCHORCAPACOY OF 521 UBS.
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHORCAPACITY OF 521 I.M.TABLE 126 FORTHEULCUR SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 UIS THE
ANCHORTYPEISA012STEELSCREW.
FROM THEABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
H-64.T PSF FROM THE VERTICAL MULLION;
-1-170.0 PEP FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU;
+/A70.0 PSF FROM W E 30' HORIZONTAL M ILUON ATTACHING TOWS VERTICAL MULLION (INTERSECTION}
THE LOWEST DESIGN PRESSURE IS •1d 1.7 PSF AND W WLO APPLY TO ALL OFWE MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN
PRODUCTS, WILL APPLY TO WE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION M
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTM SUBSTRATES AND FENESTRATION PRODUCTS TL
FENESTRATION
` Nu. 997C5
-..11 • g Ib 1,
SIATT�;
'/ORAL
A LYANI MILL i P.E.
�
A
Novi
LOAOWG OF VERTICAL MULLION
SILL OF VANDOWS NOT ANCHORED
I
,
I!%
W-1
� A
LUNGING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
:Y
EKAMPLES OF TRAPEZOIDAMRIANGUTAR LOADING:
WT-W,
WAWA--j
III
��I
LOAGINGOFHORRONTALMULLION
r�
a
1
NNW
LOADING OF HORIZONTAL MULLION
LOADINGOFVERTICALMULLION
SILL OF
WINDOWS
NOT ANCHORED
LOADINGOFHORIZONTALMULLION
WNHINIERSECTINO
SHIDH
VERIICPLMUWON
i
i
I
j
7 PW
P
PVI
SHNH
Ai
PW
-
PW
PW
HR
I
�
I
LOADING OF (Z)HORIZONTAL MULLIONS
LOADING OF HORIZONTAL MULLION LOADING OF HOPIZONfgI
MULLION
HINGED.
DOOR
PW
,a+. I
PW I
_., }
a
-
-
NOTES: `�.
/'.
'°LGOUCFItLY15ED
_
1jDMWINGS ME
ascomFlyinLSNIN Nn FIpMa
DuiMinp OW,
I
PW
-
RERESENTATIONS OF TYPICAL
CONFIGURATIONS.
CON EXTIONSNOTSHO BET
MAYBEE%RAPOIATED FROM
THOSESHOWN.
AcgplaueW
in' Dau gG�
M'vn' eRPluq
ply
PW
pW
.�
Z) IF THE LOADING TYPE CANNOT
BE DETERMINED, USE
RECTANGULAR LOADING.
:�\.. �; •'�TgEN.Sp 'FP
3) SEE PRODUCTS' APPROVAL FOR
%• N., 5870!, •••
PANEL OF
LOADINGOFVERTICALMULLION
HINGED DOOR IS NOTCAPTURED OR ANCHORED
I
LOADING OF VERTICAL MULLION I
VATH INTERSECTING HORIZONTAL MULLIONS j
r
ACTUAL ANCHOR LOCATIONS
-
-
;9'.� ntbj
I
I
-
SOD
''.1�)•\ "TL JF [a,
II LOAUINGOFVERTICAL LOADING OF HORIZONTAL // I/E {`) 58705
MULLION MULLION A LNFLN�(Pry AOI �, Rt4
1
Florida Building Code Online
Page 1 of 3
t
Bcls Memo j LOB In i user Reglsbation j Hot Tapia i Submit Surcharge Seats A Facts P.Mlestlons ? FBC Staff BCIS Site Map (•Links i Search j
dFo,rda
,`n4 ::f ` Product
a -_w 4 (,a USEa: Public
r:r
Ja 1
Gndrt Arm., MPnt> Prdlurt Or ApQirafl011 Searrh . Appi[IrW List> etail
Approval
User
FL #
FL2r
Application Type
Revision
Code Version
2014
Application Status
Approved
*Approved by DSPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer .1Q°'
P(iT Industries
Address/Phone/Email
10]0 Technology Drive
North Venice, FL 392]6
(941) 486-0100 E# IB
._
@pgtlndus ' .mm
Authorized Signature
]ens Rosowski
j msowski@pgtindustdes.con i
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
jmsowski@pgdndustries.com
Quality Assurance Representative
Address/Phone/Email
mu
Category
Exrerlor Doors
Subcategory
Sliding Exterior Door Assemblies
Compliance Method
Certification Mark or Listing T
Certification Agency
Miami -Dade BCCO - CER
Validated By
Miami -Dade BCCO - VAL
Referenced Standard and Year (cf Standard)
Standard
TAS 201, 202, 203
Equivalence of Product Standards -
Certified By
Product Approval Method Method 1 Option A
Data Submitted 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
M
140alsOF�sTf
,4R,r gFSp N�gSOgq�
CONTggCTIO O'CR 9� T FN/S
Year
1994
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Florida Building Code Online Page 2 of 3
Summary of Products
FL #
Model, Number or Name
Description
251.1
SGD - 670 (Non -Impact)
Aluminum Sliding Glass Door
Limps of Use
Certification Agency Cori
Approved for use In HVHZ:.Yes
FL251 R28 C CAC /6-Q62,$,Qj,idf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant; No
04/07/2020
Design Pressure: N/A
Installation instructions
Other: Please see Miami -Dade County Notice of Acceptance(NOA)for
FL251 R28 11 1.0-0629.03.odf
product performance infermatloP.,. anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information. "
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2 JSGD -6]0HP Non -Impact)
Aluminum Sliding Glass Door
Limits of Use '
Certification Agency Certificate
Approved for use In HVHZ; Yes
FL25t R28 C CdC L6-0629.04.otlf
Approved for use outside MVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: No
03/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 II 16-0629.04.odt
product performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 ISGD -680 Non -Impact)
Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CAC 16-0629.05.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/18/2019
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
FL251 R28 11 16-0629.05.odt
product performance informail oa anchara a details, and anchor type.
Verified By: Miami -Dade BCCO - CER
size, and spacing Information
Created by Independent Third Party:
Evaluation Reports
_
Created by Independent Third Parry:
251.4 _. SGD -]]0 (Large Missile Impact)
WlnGuarn Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
_
Approved for use in My -
FL251 R28 C CAC 16-0629,06.0
Approved for use outside HVHZ: Yes
gumtrAss0i3Ion Data
Impact Resistant: Yes
0Z/17/2020 \
Design Pressure: N/A
Installation In! trUctions
Other: Please see Miami -Dade County Notice of ACcePtanm (NOA)
FL251 R28 11 16-0629.06.odi
product performance information, anchorage details, and anchor type,
- -
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
251.5 ISGD - ]]0HP (Urge Missile Impact)
WinGuard Aluminum Sliding Glass Door
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CPC 16-0629.07.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
03/24/2020
Design Pressure: N/A
Installation Instructions j
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 11 16-0629.02.odf
product performance Information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Parry:
_
251.6 3 SGD _- ]]0HP (Small Missile impact)
WlnGuard Aluminum Sliding Glass Door
Limits of Use
Certlrlcation Agency Certificate
Approved for use In HVFi: Yes
FL251 R28 C CAC. I6-O629.08.2df
Approved for use outside IiVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
03/24/2020
Design Pressure: N/A
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
Installation Instructions
FL251 R28 II 16-0629.08.onf
product Performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and soacing Information.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third party:
251.7 ISGD - 780 (Impact)
WlnGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL251 R28 C CAC 16-0629.10.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
08/02/2017 -
Design Pressure: N/A
Installation Instructions
Other: Please See Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 IT 16-0629.10.od!
product performance Information; anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information: -
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Parry:
251.8 .-JSGO-2500 (Nan -Impact)
Aluminum Sliding Glass Door
Limits of Use -
Certification Agency Certificate
Approved for use In HVH;PIYCs,
FL251 R28 C CAC�15-0609 10 DR od*
Approved for use outside HVHZ: Yes
Quality Asevramco Contract Expiration Date
Impact Resistant: No
05/22/2018
Design Pressure: N/A
Igstalla[lon Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
Fy251 R2S II 15-M9 10 OR.ndf
product performance information, anchorage detalls, and anchor type,
Verified By: Mlami-Datle BCCO - CER
size, and spacing Information.
Created by Independent Third! Parry:
Evaluation Reports
Created by Independent Third! Party:
251.9 SGD-3030 (large Missile Impact)
ArcAitectural Systems Aluminum Sliding Glass Door
Limits of Use
Certif cation Agency Certificate
Approved for use In HVHZ: Y s
FL251 R28 C CAC 15-0612,06 LM.ocf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
OZ/14/203B
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Florida Building Code Online is�)-
1
Page 3 of 3
3
Design Pressure: N/A
Installation Instructions
Other: Please See Mlami-Dade County Notice of Acceptance (NOA) for
R251 R28 IT 15-0612.G6 LM. DO(
lls, product performance information, anchorage M and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030 (Small Missile Impact)
Architectural Systems Aluminum Sliding Glass Door
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: Y05
FL251 R28 C CAC 15-0612.07 SM.rdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/14/2018
Design Pressure: N/A
Installation Instructions
Other: Please see Mlaml-Dade-,Cou tv Notice of Acceptance (NOA) for
FL251 R28 11 15-0612,02 SM,odf
product performance information, anchorage details, and anchor type,
Verified By: Mlaml-Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Parry:
Evaluation Reports
':'%h•
Created by Incependentniod Party:
251.11 SGD-5420 (Non -impact)
Vinyl Sliding Glass Door
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ:,.ye5!
FL251 R28 C CAC 35-12f 0 02. odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/21/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade COBnry Notice of Acceptance (NOA) for
FL251 R28 11 15-1210.02.pdf
product performance Information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1251.12 SGD-5520 (Large Missile Impact)
Vinyl Sliding Glass Door
Limps of Use w
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R2B C CAC 1&1210.01.D0(
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/14/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Mlami-Dad'eCburity Notice of Acceptance (NOA) for
FL251 R28 It 15-1210.O1.01
product performance informetloh; anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
Size, and spacing informatoh.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
..) wij, I fl•
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-482-1814
The State of Flor da is an A//EEO employer. Copyright 2007-1013 State of Florida, :: Prlveo, Statement :: Accesslblllly Statement :: Refund Statement
Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records squash do not send eiad ardc
I this entity. Instead, contact the Office by phone or by traditional mail. If you have any questions, please mated 850.487.1395. 1 Pursuant to Section 455.275
onda Statutes, effective Odo4or 1, 2012, licensees licensed Under Chapter 455, F.S. must provlde Me Department with an email address, if they have one. The
provided may be used for offiSial communication with toe licensee. However email addresses are public retard. if you do not wish to supply a personal address,
= provide the Department with an email address which can be made available to Me pu but. To determine If you are a licensee under Chapter 455, F.S., please
Product Approval Accepts:
dC ;� M CA W r,Lh3. .
Credit Card
•,,_ Safe
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