HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online
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FL A
Application Type
Code Version
Application Status
Comments
Archived
Prcauct Manufacturer
Address/Phone/Small ,
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assu2n<¢ Reproseufd[IV¢
Address/Phcne/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and yea,(o(Standard)
Equivalence or Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval j;
Date Approved
ved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
the Commission if necessary.
PGT IndUshies
1070 Technology Drive
North Venice, FL 34
22311
druark@pgtmdustrles.com
lens Rosowski
jrosowski @pgtindustrles.com
lens Rosowski
1070 Technology Drive `
Nokomis, FL 34215
(941) 4 6-0100 Ext 21140
jrosowski@pgtiodustries.com
o ss CONC�.1LED FASTENERS OR
AiTgCNMENTS
on Mark or Listing
ARE THE RE•SPONSIBILITYOF THE
ICONTRACTOR OFRECORD
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Sranaard
TAS 201, 202, 203 r
TAS 202
Method 1 Option A
05/24/2016
05/25/2016
05/25/2016
year
1994
1994
http://www.floridabuilding.org/pr/,rir_app_dtl.aspx?param=wGEVXQN vtDquaucolwmuGt... 11 / 13/2017
Florida Building Code Online Page 2 of 2
' Summary Product
FL # M del, Rumbper or Name
Description
261.1 Mullions for All Doors and Would
luminum/Vinyl Mullions
Limits of Use
Certification Agenry Certificate
Approved fo use in HVHZ; Yes
i R10 C 03 f
Approved for se outslde_HVb Yes
Quality qqwwt nce Contract ion Date
Impact 0.esls[a •Yes
051261 021
Design Pressure: N
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA r
FL261 RIO it 1510318 03 odr
product performance Information, and mullion clip anchorage tletalls.
fired By: Miami -Dade BCCO - CER
Crew ndependent Third Party:
Evaluation Repor
Created by Independent Third Party:
IWJ
Contact Us :: 2601 Blair Stone Read, Tallahassee FL 32399 )_7ne: B5p-48T-
The State of Florida is an AuVEEO employer. Convtlaht 2007-2013 State of Florida.:: PdvLEF- (emm::pccenlbl?IW Statement:: Poland Statement
I
Under Florida law, ¢mall addressneare public records. if you do not want your a -mall address released h basponse to a public -records request, do not send eie
mall to this entity. Instead, contact the office by phone or by traditional mall. if you have any questior, please contact 850.487.1395. *Pursuant to Section 4!
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must pmv]6! line Vepartment with an email address if they have an
emails provided may be used fo4 ofFiucocan communication with the licensee. However email addresses are public record. If you do not wish supply a personal &
please provide the Department with'en email address which can be made available to the public. To determine If you are a licensee under chapter 455, F.S., F
Product AppPmv!T�dll Accepts:
I
'a #
scscurit��t�^ricrca •�
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQi!rtllquaucolwmuGt... 11 / 13/2017
MIAMF vuAml-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)2 11805 SW 26 Strect, Room 208
BOARD AND CODE ADMINISTRATION DIVISION - T(786)315.2590 F (786) 3I5-2599
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 goventing 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 Clio Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration dale stated below. The Miami -Dade County Product Control
Section (lit Miami -Dade County) and/or the AHJ (in areas other than.Miami-Dade County) reserve the right
to have this product or meteIr al tested for quality assurance purposes. If this product or material fails to
perforat 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 mgterial within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by 1vlianri--Dade County Product Control
Section that this product or rut serial 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 Hurrican _
DESCRIPTION:
Extruded Aluminum Tube Mullion
APPROVAL DO � -J Drawing No. 6300JR, titled "Impact Resistant Aluminum Tube ullions",
sheets 1 through 25 of` 25, prepare d 08/29141, with vision B
dated 10/10/14, signed andisealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with;5he Notice of Acceptance number and.expiration date by the Miami -Dade
County Product Control Seguq;
LABELING: Each unit shll.cbear a permanent label with the manufacturer's name or logo, city, state,
modeUscries, and following i.atement: "Miami -Dade County ProductControl Approved", unless otherwise
noted herein.
RENEWAL of this NOA shell 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, adv'e`'rtising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for tennhtation and removal of NOA.
ADVERTISEMENT: The; f4OA number preceded by the words Miami -Dade County, Florida, and
followed by the expiratior0bak' may be displayed in advertising lif6ature. If any portion of the NOA is
displayed, then it shall be d ile''m its entirety.
INSPECTION: A copy cif''this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be avail. ble for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOAN 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval-docunient mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI•DAUE COUNTY t+�41V
a. 03
Expiration Date: May 26, 2021
pp
Page 1
PGT Industries,
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819. 05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B, TESTS " :r 3'
1. Test reports on" 1) Air Infiltration Test, per FBC, TAS 202-94
LlIi 12) Uniform Static Air Pressure Test, Loading per FBC, TAS 20244
l.3) Water Resistance Test, per FBC,' TAS 202-94
4) Large. Missile Impact'rest 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 marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab,r Inc., Test Report No. FTL-6443
(samples A-: thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted w4er NOA No.10-0819.05)
C. CALCULATIONS;
1. Anchor vei fiedtion calculations and structural iipalysis, complying with FBC-2010
and with FBC'5t" Edition (2014), prepared by inihufacturer, dated 01/29115, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1 1. Miami -Dade bepartment of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None. '•'
..pl
j
Morrie a ez, P.E.
Product Cunt of "Miller
NOA N . 6-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
21
':t
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMFITTED
1
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, dated February 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., approvedon
02/12/15 and'expiring on 05/26/16.
s'
E-2
Manuel P.E.
Product Contr I E .miner
NOA Na.-0218.03
Expiration Date: May 26, 2021
Approval Date: April 14 2016
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE WEMNGWIDTHFGRVERTIWLMILL�j
MULLIONS C SmmTUS
/ AgGH;
_ SHEETStJ
SEE DETAILS
III 11
ATXRU G:
SFIEETBtd
Mu
MULL I Jtn Vl
LENGTH
SEE
6NEI
FEIN
PAID
BET`
MUS
/ I11 MAN
_ III _ BYP
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYPICALAPPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BYAN EXPERIENCED INSTALLER FORMS BEST INSTALLATION METHOD. OPTIONAL 1XOR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
BGHESTGBE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
NSCR9EDIt61GE HAVE BEEN TESTED AS 'FREE-FLOATING- AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL
REGT,WGULW NOT HAVE A GAP OF MORE THAN IM•FROM THE CLIP.
51NPE
-� 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ME WINDLOADS CORRESPONDING TO ME REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT` NO MORE THAN LIM ME IM STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.0 LOAD DURATION FACTOR WAS USED FOR ME EVALUATION PF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS,
OF
LLAPPLY. 1 I
UP TOTHE NEXT SIZE SHOWN ON TOE TBLE(B))> °F
T)ANOHOR EMBEDMENT TO BASE MATERIALSHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL- DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCETEST REPORTS: FTL-6443; FLCO ULTRAOONIAGGREGATOR NOAS
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF ME FLORIDA BUILDING
CODE, AND AREAPPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, MULLIONS ARE ONLYTO BE USED WITH
PGT-APPROVE) FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL
/SEEGETM9
x�NMTaL AG.GR 11) WIDTHINTITYOFUNAC WITHINUAL MULLION LLED COMPLIES
YH REQUUNLIMIREMENTS OF D THATTHIS
THE SPAN AND OPENING
R�L sNFE7921 WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
LHRGm KGILONTAL
MILL
LIHom INSTRUCTIONS:
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT( BWFTl) FOR THE OPENING USINGTHE ASCE-T STANDARD.
_ _'1 Lmu x1' -r O.NING.0'.—I I—_OwLMIULELe —1 2)CHOOSEA MULLION TYPE THAT WILLFITTHE DEPTH OF THEFENESTRATION PR00UCPS FRAME DEPTH
T :.I, , 3) REFERTO SHEET 2E TO DETERMINE IF THEI?IWD LOADING 15'RECTANGULARLOR RRMNGULAYTRAPEZDGAV.
r- I �LG -}— 41 FINDTHE CHOSEN MUWDMS MULLION CAPACITY(LOWn FROM TABLES IATHROUGH 160, ON SHUTS$THROUGH NR RESPECTIVELY. USWE
MIGHT THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY ORHORIZONTALLY) THE
OPEIISIGHTG LeNlox y >r OR r p �. MI STEPQN CAPACITY(LBSFMOBTANED SHALL MEET OR EXCEEDTHEDESIGN PRESSURE REQUIREMENT(LOWMI FORTHEOPENING OBTAINED
L L _ LENS
LEN 5) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MILLION CAPACITY.
SINGLEMULLION SINGLE MULLION ��� pT�mp�Lnyll I 6) FROMTNE ANCHOR CAPACITY fLBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUALSUBSTRATE CONDITION ( MULTIPLE
OPEwxOWWTH IV-- ANCHOR)SUBSTRATF!ANCHOR-CLIPPATTERNMAYAPPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFYTRATTHE REQUIREOANCHOR
FGN-^NULL CAPACITY IS MET.
FROMFGUREI BOVE TA6& MULTIPLE MULLIONS 1) IF THE MULLION CAPACITYILB9IFPI OBTAINED INTHETBLEIS HIGHERTHANTHE DESIGN PRESSURE REQUIREMENT (LBSIFP)FORMS
OPENING, YOU MAY USETHE'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORTHE SAME SUBSTRATE
STANDARDS USED: 6) VERIFYTHE DESIGN PRESSURE RATING (LBSIFT-) FOR THE FENESTRATION PRODUCT TO BE USED ANDCO,MPARE WITH THE FINAL MULLION
-2M4 FLORIDA NGOE(FBCTH EDITION
FANSVAF&PA NDS2012 FORWOOD 0 H TRUCTBTN CAPACRY(LB` 9 OBTAINED FOR WE MULLION SYSTEM. THE LOWER OF THETWO SHALLAPPLY FORMS ENTIREMULLED FENESTRATION
-ALUMINUM DESIGN MANUAL, BM-2010 PRODUCT ASSEMBLY.
-ASTGICO WIS2.2010 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORAPERMR.
II LYNN N,/(� /,
.JCENSS.., .QP i
Jr
No. $070$
DETAILA:
MULLION TO 2X WOOD DUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EILHERTHE
1 .} I I
sTANOPA00P
--/ ^a
I
OFMMYBE
a
INSiALLEOBY
°.e
I
TMS UETxaD
,
9
a
°
EXFER Oft
DETAIL 8:
Mumc
�g
MULLION ATTACHED TO IX
Bucn- p
TYP.ONCNOR
v6asussTPATE,
Ex
WOOD BUCK AND MASONRY
MD
(STANDARD CLIP SHOWN
0YOTHERS.T
SEE SEE rraLEs lanes
SEENME1.
N
ULMW
1
SHEET I.
.
�•
tN(oEe�BY I
a I1
Z
a2l��F`MnLE
EESHEETS
S. 11
O
°
NFE
F DSTPE,
jW
TMS
S10EE1ETFRLE6
EOGEOITNC
6SBE
FOR MASONRY
Q
;
pHSHOR6
m
L.TEVMnx FaL
='°
SIDE VIEW
z
m
NLMIL "
4
FfIHFATHE
l .' N.ta•
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OFFSET
alP suvaO
EXTERIOR �
<
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E 4
�y
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ALSO SE USEDF)R
ALSOBEUSETWE
tY
H-
OTHERFlUMEiYPFS,
r
�
TYP.NIC m
EMSFAMENT(/ BU OPIP IB1W E BFDMEI M tl .� 66 EET1•
LTTN WNT g SEE NDTEI
BY OTHERS ..
' SEE NDTEI ,
SHEET 1. .. .,
' YW ].t N51CM1CPETEgICMU
FRONT VIEVJ�
PRODUCT'RMSED
' - SIDE VIEW _
<YBeyti<ewlN an Ralim
FRONT VIEW
oWUIPO c<A<
A«egmmTb dt o3
Ta ir<Iion ON< gp21
INSTALLATION NOTES
By
'
Mlemi B<lN4Nk
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
III I
2) OUANTRYOF ANCHORS AND MULLION SIZE SHOWN ABOVEAREFOR PICTORIALREPRESENTATION
IYN
Y�y v-YfQN
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE
`��\�Q
CORRECT OUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THETASLES ON THE
FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIORCUP MAYBE USED.
0 '
No. 58705 _
S) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD,
-
4) WOOD BUCKS ME OPTIONAL, SEE DETAIL C, SHEET 3.
5 E OO' _
}T •,
5)FOR MASONRY APPLICATIONS IN MNM4DpDE COUNTY, USE ONLY MBtM40A0E COUMYAPPROVED
ELCO
''COIi�OP�
ULTRACON OR ELOO V4' S.E. AGGREGATOR MASONRYANCHORS.
�ti SS'OA`
A LYNN.1NILM
DETAILC:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN) ,
EITNE1t THE
1 IN,sTNER
I SEE
OFmwyaL
I
E
INSUl1E06
T EDS Y
II I
THIS MEIHOD I
II
I I
I
Ilal �
I
E
I
MwVMICRICRETECRCW
FRONT VIEW
DETAIL E:
-y Ia,mN
MULLION TO MULLION
INTERSECTION
(U-CLIP)
NOTES:
1) MAY BE INSTALLED IN TEE` OR `GROSS`
INTERSECTIONS.
Wd s
(SMAY NTALLV
INSTALLEDVERTICALLY.
l
HOWN)
(SHOWN) OR VERTICALLY.
3) SEE DCUP DRAWINGS SHEETS21.23
-
TOP VIEW
FOR CORRESPONDING MULLION.
HEOFFSEraPls
RECCMMFNOF➢FOR_-}yam
FllifiUM£D
)
N1NOOVl9 BUi1MY
UWWn
OTIEfl FFAA@rYPES.
OTHER
®, EWE
DISTANCE
METIBIEB
hVNVNSICONCRET mcw m3a
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUOCG.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESEMATION
ONLY. BECAUSETHEANCHOR CAPACITY IS BASED PARTLY ON THEANCHDRTO ANCHCRDISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFERTO THETABLES ON THE
FOLLOWING SHEETS. FOR DETAILS XD, EITHER THE STANDARD OR INTERIOR CUPMAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL Q SHEET 3.
5) FOR MASONRY APPUCATIONS IN WAM40ADE COUNTY, USE ONLY MIAM4DADE COUNTY APPROVED
ELCO LRTRACON OR EWO IX S.S. AGGREGATOR MASONRY ANCHORS.
FRONT VIEW
f
EXTERIOR
WIERSECIION
4CW
� F-
EXTERIOR
SEE SHFETSV UFQI
NOLELOGTIOW^
FRONT VIEW
EWE
ErsTMm
SEE TMLFS
IV,.
SIDE VIEW
DETAILD:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIF
NOTES:
1) FOR 2X WOOD BACKED STEELSTI.DS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 520, FOR QUANTRY OF SCREWS.
SIDE VIEW
P
- No: 68l05 Zj
[Y
16 i w
FL
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CUP)
SEEDETAW'E,
�SWET62MD3 FOR NSTR TION
y� TOvECVIC311BS1 TES
EXTERIOR
INTO WCOD,STEEL,
3WKCMIIORNIWNRY
W V Q
SIDE VIEW
sNowgvnm rxa•z.+2s•
MVLLIDN
ri
TYR. M'f .
PFASDB mm
SEETBBLE618448
STN ARDCUPTOBE
MODIREO IN FIELD.
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.20• X II I-X.125' MULLION.
2) SEE TABLES 18-13B FOR ANCHOR OUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
DETAIL G: DETAIL H:
ANGLE MULLION CUP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
TOP VIEW
O O
O O
TOP VIEW
TW./J1b10N • -•••
IEs uR cn
°sx
/
/ IRTDWODO,
STEEL,P M
OR M450NRY EXTERIOR
`®
•
-®� "— : -' ' �—
RgfAUCT REVISED
FIwM2
FEP
F
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4.-5
nwla��scoa<
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DISUNCT E
IIY77
vER
Mien) BIm01e1
ARCRIXI
�E
NOTES FOR INSTALLATION OPTION G 8 H
\`\ . LYNN 241, �q,
O
1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE NSERTED INSIDE OF MULLION.
�'�,\GENSp"'
2)DETAIL G: SEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEETS 21.M FOR HOLE
'.y: N0,50105 C
LOCATIONS.
-
a
3)DETAIL H: SEETASLES I5B OR 109 FOR ANCHORQUANTITIES AND SHEET 22 FORHOLE
-Q.. tg(6iw
tU�
LOCATIONS.
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Ti YNYNIAII NVJYOIMGaI NM1mVLN:
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1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
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FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS
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THICK STEEL STUDS TO BE A MINIMUM GRADE 33AN0.045' THICK (10 GAUOE). STRUCTURALSTEELTO BEAT
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THE MATERUL 910 & 012 ANCHORS INTO WOOD MAY BE STEEL 16&B S.S. OR41D S.&
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MULLION.
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•
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FIGURE 2:
r7
FIGURES:
ANGLE CLIP(FIGURES 1.3) MUST BEUSED IN PAIRS.
TABLENOTES'
1) SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED W THE REM FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.n
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 090. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF (156. ALUMINUM SHALL BE W6ST6AND BE A MINIMUM OF.126-
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND A45- THICK(N GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.12V THICK AND AM. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND
THE MATEFUN- 010 & B12 ANCHORS INTO WOOD MAY BE STEEL, 198 B.S. OR410 B.S.
PRCDULTREVISED - -
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FIGUREI:
FI
FIGURE 2:
• -
FIGURE 3
ANGLE CUP (FIGURES 13) MUST BE USED N PAIRS.
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 ANDIOR OPENING WIDTHS IS ALLAWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT ONIENSIONS, 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 ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Gip. WOOD SHALLBE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE BOMB AND BE MINIMUM OF.126'
THICK STEEL STUDS TO BE A MNIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST AM' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL 910 A 012 ANCHORS INTO WOOD MAY BE STEEL, I"S.S.OR 410 S.S.
EVIGED '
1nN on FlNis
LYNN z-,"I",
1\�: rc.IgP •. �.� V
rle, sBios
A
1.25'X3.25'X.10r
MULLION
600ST5MUM
%SECTION
MULLION
TB ALUM. .376•
ECTIO j,'f'�'q T.,P MIN
y
2.875' E'
--I .820- 1-- —1 .620- 1•-
I2 XS25-XA24• l2 )( wX.62P
MULLION MULLION
6005.15AWM. GDO}T5MUK
XSECTION X-SECTION
.125' STANDARD CUP I �Y
2.000' 006}i6ALUM. 2.125' 2.000'[L.
GCLNXSECALUMI 1 606}TBMUM I TION ,125- N
.125' T�— %SECTION L
.12,. O_ N �
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE
ANCHOR O.C. DISTANCEM4XIMUMANLNOR m KM
HOLE DIAMETER: ANCHOR DIAMETER a 1116'.
5500•
CU1HER3.125---t_-rATEETO
AIL F SEE
ETAOF SHEET4 .
3
r'
L
r —
)
I I
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I
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1 I
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I
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E � srANDAROcuv ucuv
GENIC' ANCHOR HOLE MUST LIE 6063-T6 ALUM. 6003-TSALUM.
ZWITHINTHEDASHEDBOUNDARY.SEE TOPVIEW TOPVIEW
SHEETS520FORTHEMICHORO.C. TABLE
2AGV— ,125• .375,�
1.3TT-.125 I.BIY I ' MIN.
i
zs•
.125' 45' 2150' I
30' I
S25o'45'BAYMUum, I 3.260' L
30'BAY MULLION BOG}T6 MUM.
806}TO ALUM. I %SECTION
%SECTION
Mwj I—.aer—I .22V-T I—.eer—I
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS S-20 FOR SUGGESTED, APPROXIMATE HOLELOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
OFFSET CLIP
606}TBALUM
TOPViEW
SNEET3S20 FOR TJ y
DISTANCE.
ANCHORO.C. I
DISTANCE.
MICHORHOIE i
DMETEIT:
ANCHOR HIIB'. L________________
DIMETER
TART F G COMT
MMaR 00
Vtlut In)
PC? Mullion:
Glmanalon
Wilus (Injj
For Mullion:
F
G
3
1.000
1
.TV
Aluml.
TWa MN,On
F
O
1.030
o.600
lM'X315'
X.624•
AMmImIm
Tuna MuOMn
N
I
IRS
am
I 30W
H
I
1.436
3.2M
F
1' X4' X
.3TS
; Alunewn
Tube A•T
F
G
2.625
1.1125
.25' X304'
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Al:,r
Tuna Mulllen
G
h
I
Ci57
2
300D
H-
t.5U)
3.250
F
2250
1.ZY %A25'
X.100'
Ahmullm
TIDe MUlion
F
£.61S
30'B4 Mu0
G
0.760
1.600
F
2.075
45•Ba Mull
1
3260
Ma11 a] ... d.n
(Muolt)
PGTP.d#
Mullion
S14.CIIp
OB4et Clip
U411Ip
Rollie Cup
PX4•X.125'DU)
60364
E66111M
6661122M
66034114
W518M
i'X4•%.NW(1I)
GRID
M112M
6661123M
6552"
WHIM
PXPX. Y6 01)
BE650
M112M
66HIMM
660242M
W519M
1.2WX12SXAW(13)
20130
5661127M
W1124M
M2410M
6065116M
1.25'X125'X.62P(14)
20161
6661126M
RM125M
6662411M
fiaW116101
115'X38YX.62P(15)
20162
M1117M
0601126M
6=41M
656517M
9DDIM. (1B)
SWD
WA
WA
WA
6665110M
45Dap R))
66650
WA
WA
WA
6665111M
TABLE E
Mull DIM
enSlan
(Shoe 19)
PGT Pad
Mullion
I SDI. CIIP
U-Clip
Angle Cllp
2'XP X.25- (IG)l
66602
I 666281M
I 666271M
BS65112M
l2'X6'X.26'(17)1
66604
1 W262M
I 668272M
I 6865113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHOnS.
20DO .375
MIN.
TXd'X,2S
MULLION
606}Te ALUM.
X-SECTION
.375'
TX6'X.2S `
MULLION
606}761LUM.
X-SECTION
{{IyIj]�22 STANDARDCLIP
y2 6D53-76ALIMA.
{ppyHy2�O XSECTION
I
CUTHERETO
CREATE FCUP.
SEE DETA F.
1 STANDAROCUP
'AHCHORHOLEMUSTLIE 6061T6ALUM.
-DASHEOBOUNDAAY.SEE TOPVIEW
DFORTHEANCHORO.C.
NAXIMUMANCHORHOLE
ANCHOR DIAMETER.1116'.
—6.550•—
GO
•5DD'CREATE EATEF FLYP,
TOP MEW
4
U4)LIP 2X5ANOLECLIP
2125• I 6061T6ALUM. 0061TGALUM
%SECTION 2.000- %SECTION
.L 1.125•
—1.bsD•_J
5.005 375•
75 S. r.375' 1.. MIN.
N. 4
.... i 1 .1
.1. .
I
1 I
1 3d38'
L
I I a7s
I I 1 MIN.
UCLIP, BOB1T8 PLUM. 2X5 ANGLE CUP
/IZ�nEROFANCHORHOUEMUSTLM
ORYX4'MULLION. SHEEt,B CENTEROFANCHORHOLEMOSTLE 6063-T6ALUM.
TOPVEW WRMNTHE DASHED BOUNDPRY. SEE TOPNEW
SHEETS 5.0 FORTHEANCHORO.C.
DISTANCE. MAXIMUMANCHOR HOLE
E DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER T1118'. r—
DIAMETER: ANCHOR OINMETER• IN6'.
f
.375•
I
5.438'
AW
- UL
UCUP
SD61T6ALUM.
USED FOR T X 6' MULLON. SHEET 17
TOPVIEW
I I
I
1 -1
I 1
I I
I I
1 I
I I
I I
1 I
I I
5.438' I I
I I
I I
I 1
I I
I I
I 1
WANGLECIIF
6DBSTSALUM
TOPWEW
202111
NDD.l. 58705 1�
ORID
''.'1,10NAl' �O
A. LYW My R, P.E.
FL P.E.# 58705
EXAMPLE
I: SINGLE VERTICAL
MULLION
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-114. THE OPENING REQUIRES A DESIGN PRESSURE OF 160.01E0.0 PER
11 INITIALLY ASSUMING THAT A I'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 7r AND THE OPENING WIDTH IS 32-+32H•c56'. REFERENCING SHEET 25. THE COLUMN USING
NONICxCRS
SINFM
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MUWON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114-AND MU -MEET OR EXCEED THE REQUIRED
I
DESIGN PRESSURE OF.60.01.60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIM. USE THE NEXT LARGER SITE AVAILABLE.
SFE
SEE
FROM TABLE 3A, SHEET 7, THE V X 2.75'%.37V MULLION (LENGTH -7r. OPENING WIDTH =TO') MEETS WE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS N-5&3 PSF AND WOULD
FENFBTMRW
PRODUCTS
DUAL
SHEETE,
NOT BE SUITABLE FOR THIS APPLICATION.
gpPRO µ
23
FROM TABLE 4ASHEETS, THE HAS ADESIGN PRESSURE OF N-127 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
2r
T%2.75'%BSTION.N TETENGTH=12',OPENINGWIDTH=70F
OPENING NU3 MAY BE USED IN THIS APPLICATION NOTE THEANCHOR QPPACIT' REQUIRED OF W6 MS.
LENGTH
LENGTH
FIND HE QF NTITYAND TYPE BOIHSE IERNOMDCUP WITH(4)p12 ANCHORSAND THE 2X5
STANDAAO CLIP IS EASIER TO INSTALL.
ED,THEOR THEWOOD STANDARD
BE
me
IT USED,THE
USLO.THOU THOUGH LDBEU
ANGLE CLIPS WIIH(d)p12 ANCHORS HAVE ACAPACITY OF 685 LBS.1H0UGH EITHERONECOULO
ANGLE CUPS WITH(4)012 MCKOR HAVEA.APACIT
DETAILS.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
SHEETS
APPLY TO THE OVERALL ASSEMBLY. FINALOESIGN PRESSURE REQUIRES THAT WE BOTH THE MULLIGN AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
22
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS•1,60.0 PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF US USE. ALTERNATV Y.
xo aR9
AxcTl
w�-ww—oPx-srtL
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE WE ANCHOR CAPACITY REOUIWO FOR WE EXACT DESIGN PRESSURE OF W PSF:
O u::i(6OPSFJ X633LD3(—=524.9 LBS (MAY BE USEDTO QUAIFVp10 STEEL SCREWS FROM TABLE 40)
OPENIxG
wIDtN--
727 PSF
�vl
WE RIM IXNG SURSTRAW IS NNQWN TO HE CW1 ON THE JAMBS AND USES ACONCRETE HEADER AND SILL. THE WNOCW FRAME DEPTH IS2-Mr. THEOPENING REQUIRESA
EXAMPLE 2: MULTIPLE MULLIONS
1) INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 3rN `-11I0SMDDIE OPENINGWIDTH IS 36'+36-st'=IY. REMROCINGSHEET 25.
THE COLUMN USING RECTANGULAR LOADING GHALL BE USED. SCAN THE MULUON TABLES FOR A MULLgNTHAT ISATLEASTIHEWNDOW FRAME DEPTH OF2-WAND LMLL
MEET OR EXCEEDTHE REQUIRED DESIGN PRESSURE OF.50.01-55.0 PSF. IFTHE TABLE DOES NOTSHOW THE EXACTSDB, USE THE NEXTHARGERSZEAVNLASLE.
FROM TABLE SA SHEET 7, THE 1' X 2SS %.375- MULLION (LENGTH = iOW, OPENING WIDTH a Bp) MEETSTNE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS 1M5.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A SHEET 16. WE X4' X.260' MULLION (LENGTH=Jar, OPENING WIDTH • BO')HAS A DESIGN PRESSURE OF 414H.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION NOTE WE ANCHOR CAPACITY REQUIRED OF 971 LOS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD r TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 3P136'•2--M. NOT77AS PREVIOUSLY
ASSUMED. VERIFY THAT WE DESIGN PRESSURE 15 STILL APPLICABLE FOR THE ADJUSTED OPENING, ALTERNATIVELY, THE WINDOW MOTHS MAY BE REDUCED TO MAINTAIN
THE 7r DIMENSION (3S1I2�3B1F['1r=73').
2) USE TABLE 12B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. W THIS EXAMPLE ASSUMETHE POURED
CONCRETE HEADER AND SILL ARE 6' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE
USING THE STANDARD CUP WITH (6) 311V ULTRACON ANCHORS AT AN EDGE DISTANCE OF 24W GIVES AN ANCHOR CAPACITY OF 1050 LOS WHICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 USE.
FOR THE HORIZONTAL MULLIONS:
SECAUSETHE VERTICAL MULL151LL BE A rX4•X :SD+MULLION, IN THIS EXAMPLE WE WILLSATCH WE H.OSIZANTALAND VOT[CALMULLIONS, ALTERNATIVELY, ANOTHER
-"' MULLIONTYP[COL'LD BE CHOS'ciJ. - - --^• .- _- —�' - .. -
1) THE MULLION LENGTH IS 3W AND THE OPENING HEIGHT IS 3r472'+2--10W. REFERENCING SHEET25, THECOLUMN USINGTRA WIDAJTRLANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16,THE r X 4' X.260- MULLION (® LENGTH-42'.OPENING HEIGHT-12DI HAS A DESIGN PRESSURE OF N-170.0 PSF WHICH EXCEEDS WE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHORCAPACITY REQUIRED OF 521 LOS.
2) USE TABLE 12B TO FIND THE ANCHORTYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CNN SUBSTRATE. INTHIS EXAMPLE, ASSUMETHE CMU JAMBS AREW
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN WE W, CARE MUST BE TAKENTO MAINTAW THE FASTENERS EDGE DISTANCE. USINGTHE2X5ANGLECLIPS WITH
(4) Will' ULTRACON ANCHORSAT AN EDGE DISTANCE OF 1-GIVESAN ANCHOR CAPACITY OF 640 LBS WHICH ISGRBATER, ANDTHEREFORE SUITABLE FOR WE REQUIRED
ANCHORCAPACITY OF 521 LOS.
4) FORTHE LLCUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHORCARACITY OF 621 LBS.TABLE 12D FORTHE"UP SHOWSTHEANCHOR
CAPACITY IS 1074 LEE MOUSING 3 ANCHORS, WHICH IS GREATER,AND THEREFORE SUITABLE. FORTHER¢QUSREDANCHORCAPACITY REQUIREMENT OF 521 LBSTHE
ANCHORTYPEISA012STEELSCREW.
FROM THEABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
-16 .T PSF FROM THE VERTICAL MULLION;
-1-170.0 PSF FROM THE 36- HORIZONTALMULLION ATTACHING TO CMU;
N-170.0 PSF FROMTHE 36- HORIZONTAL MULLION ATTACHINGTOTIHE VERTICAL MULUON (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS+1-64.7 PSFAND WOULD APPLY TOM OFTHE MUWONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS, WILL APPLY TOTHE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRESTHAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCTBE INSTALLED IN
ACCORDANCE WITH WE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTSTO MULLION.
10-021g.g3
LYNN 4
�,CcNS$
: � 3
14.,.53105
CIO
EXAMPLES OF RECTANGULAR LOADING.
/X/
I
/I'!II
li
e��
I_
II
'IMON.
iyl'
/l
�ryry
LOADING OF VERTICAL MULLION
LOADINGOFVERDCALMULUON
SILL OF WINDOWS NOT ANCHORED
WITH INTERSECTING HORIZONTAL MULLI
0
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOTANCHOREO
'
%ji
..
I
'00
I�
/lij;
I
LOADING OF HORIZONTAL MULLION
WRH INTERSECTING VERTICAL MULUOI
LOADINGOFVERTICALMULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPNRED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIOALRRIANGULAR LOADING:
PWE
Sx
—
d
qqN
L
Z
ulN
dm
f0
0
/
J
ILL
I
O
00
m
o
b
,
HINGED
J
LOADINGOFVERTICALMUUJON^
LOADING OF HORIZONTAL MULLION
LOADING OF HORIZONTAL MULLION
Q
d
p
ytmV3
0
PW
PY
NpZ•-'�
yQ_
LOADING OF VERTICAL
MULLION
PW
N
Zx
a
g
z
o
o
ko
�
C
p
S
.K
OADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
Y 'NOTES: ---
TAGDULTRE'VISEDI)DRAW'
mmDIYW.'IN W Flwiia
ME
9uil
RERESEINGS
RONFIGURATIONSOF TYPICAL
Ac I4 N
NR
PW CONFIGURATIONS.
IN �,p�{
� Dme ))
- - CONFIGUMATIONSNOTSHOWN
DY
MAY BE EXTRAFOIATED FROM
Mlm' eh a
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
p"1 LYNIV
- BE DETERMINED. USE
:�t;.�;�`•,'rE
PW RECTANGULARLOADWG.
�� • 113
D) SEE PRODUCTS' APPROVAL FOR
7•; N.. 58105 ••"
ACTUAL ANCHOR LOCATIONS.
LOADING OF HORIZDMAL
i ' )' 111��
A. CvNry �Ik�@R, E.
MULLION
FL P.E.# 58705
Florida Building Code Online
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ICIS Home I Log In User Re,,atatlon It Hot Topics Submit Surcharge Stats&Facts publications MC Stag acts Site Map t`Links Search j
F;nnda _
d r t t P&Eaduo,use, val
r ��,
4'S
pmtl [t AnmM Menn >PmJurtor Aouliaarion seamn> I'i Fr.aO
ail
Y.x� 1.7+`,y FL tl
0'A1 4va.3"� Application Type
Code Version
Application Status
R. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments i
Archived
Product Manufacturer •'i iO'
Address/Phone/Email
Authorized Signature
Technical Representative
Address/P9one/Emall
r
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated B(
Referenced Standard and Year (of Standard)
Equivalence of Product Standard.;
Certified! By
PGTnndustries
30]O Technolo rive
North Veni L 342]5
-0100 El 22318
druark@pgtinduStdes.com
Sens Rosowski
jrosowskl@pgtindustries.com
]ens Rosowskl
1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Eat 21140
jitsmvski a Ntindustries.wm
L'�d-
ng
n Mark or listing
Keystone CertalCdtlpns, Inc.
Steven M. Until, PE
W1 Validation Checklist - Hardcopy Received
FASTPUS OR ATTACHMENTS
ARETi RESPONSIGILITYOFTHE
CONTRACTOR OF RECORD
Standard
Yea[
AAMA/WDMA/CSA 301/IS2/A140
2011
AAMA/WDMA/CSA 101/IS2/i;140
2005
AAMA/WDMA/CSA 101/IS2/A440
2008
ANSI/AAMA/WDMA 101/I.5.2/NAFS
2002
ASTM E1886
2005
ASTM E1996
2012
ASTM E283
2004
ASTM E330
2002
http://www. floridabuilding.org/pr/p-_app_dtl.aspx?pararn=wGEVXQwtDgsbCUITKe120... 11 /13/2017
Florida Building Code Online
Page 2 of 3
Product Approval Method
Method 1 Option A
Date Submitted 01/06/2017
Date Validated 01/072017
Date Pending FBC Approval
Date Approved - O1/09/2017
Date Revised 09/05/2017
FL # IMadel,
Number or Name
Description
1435.1 ISH
- 200
Aluminum Single Hung Window (Std. Meeting Rail, Inc. Pass-Thm)
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL1435 R19 C CAC C rYf afr n6 - SH200.06f
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
02/16/2019
Design Pressure: N/A
Inebriation Instructions
Other: Please see the Installation Instructions for design pressure, size
FL1435 R19 11 SH-200.odf
and anchorage information. The Pass-Thru version was not tested for
Verret! By: A. Lynn Miller, PE 58705
water Infiltration.
Created by Independent Third Party: No
Evaluation Reports
FL1435 R19 AE "SH-200 Eyalua['on odf
_
Created by Independent Third Parry: No
1435.2 SH - 200 HD _
Aluminum Single Hung Window (with HD Meeting Rail)
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL1435 R19 C CAC 190-1003CAR2 odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/08/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for design pressure, size
FL1435 Rig IT SH-20011D 0d/
and anchorage Information.
Verified By: A. Lynn Miller, P.E. 58205
Created by Independent Third Party: No
Evaluation Reports
y
FL1435 R19 AE SH-200HOEvaloato-ndf
Created by Independent Third Party: No
1435.3 S`i - Soo
WlnGuard Vinyl Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL1435 919 C CAC CeKOcatlon8 - SH500 odf
Approved for use outside M JHZ; Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
08/27/2018
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for design pressure, size
FL1435 R19 II SH-500c.W
and anchorage Information. ,
Verified By: A. Lynn Miller, PE 58705
Created by Independent Thirtl Party: No
Evaluation Reports
FL1435 R19 AE SH-500c Ev4lUati.r,.rxU`
Created by Independent Third Party: No
1435.4 N .,IBM 800
WinGuard Multistory Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In H
FL1435 B19 C CAC SH-800 Qgr1j1lcdf
Approved for use outside HVHZ: Yes
xpiration Date
Impact Resistant: No - :; "1
09/07/2017 e
Design Pressure: N/A
Installation Instructions
Other: Please see the Installation Instructions for design pressure,
FL3435 R19 II semaoc odf
and anchorage Information. -
Verified By: A. Lynn Miller, P.E. 5
r Parry: No
_
Evaluation Repoas
435 R ELI19 AE -SH-800c Evaluation od`
Created by Ind¢ endent Third Party: No
3435.5 SH-5400
Ener yVue Vinyl `_Ingle Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL1435 R19 C C.AC SH-5400 Coruficaton.otlf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No -
08/13/2018
Design Pressure: N/A
Installation Instruction
Other: Please see the Installation Instructions for design pressure, size
FL1435 R39 Il 5H-5400 edF
and anchorage Information.
Verified By: -A. Lynn Miller, P.E. 58705
Created by Independent Thtrd Party: No
s.
Evaluation Reports
FL1435 R19 AE SH-5400 Ey.W.UDD.Ddf
Created by Independent Third Party: No
1435.6
WinGuard Vinyl Single Hung Window
Limits of Use 'e= ''
Certification Ap¢ncy Certificate
Approved for use In HVHZ:INo"
FL1435 R19 C. CAC SH-5500 CerVfi.t;on odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes %'1 ""
10/01/2018 "-
Design Pressure: N/A
Installation Intriictians
Other: Please see the Installation Instructions for design pressure, size
FL1435 R39 11 SH 5500.odf
and anchorage Information.
Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
EL1425 R19 AE SH-5500 Evaluation odf
Created by Independent Third Parry: No
1
Contact U :: 2601 Blair Stone Road Tallahassee FL 32399 jfane: e50-4a7-1824
The State of Florida Is aniAA/ECOemployer. Caovrloht 2007d013 State of Florida.:: Frivol, jelig nt::AccesslblllN Statement:: Refund Statement
Under Floods law, ¢mall addresses are public records. If you do not want your a -mail address released Id response to a public -records request, do not send electronic
j"
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Florida Building Code Online Page 3 of 3
mall to this entit, instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.482.1395.'Pumuant to Section 455225
s (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an small address If they have one. The
emalls provided may be used for afllclal communlcatu n with the licensee. However small addresses are public record. It 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
thick h=.
Product Approval Accepts:
M 91 ® E9 M
SccuriYt�n[��r[ues
0
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ�anDgsbCUITKel2O... 11 / 13/2017
C.4 i .
GENERAL NOTES:
1) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO COMPLY WITH THE FLORIDA BUILDING
CODE FOR THE DESIGN PRESSURES LISTED.
2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.112-
THICK. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
ADD 1 AN(
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
AT MID -SF
DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER
FOR WW,
ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE
BYOTHERS,
3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM
3'
CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING
FINISH OR STUCCO).
4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT
IS NOT FLUSH TO THE SUBSTRATE. USING SHIMS
7 "MAX.
CAPABLE OF TRANSFERRING APPLIED LOADS.
TI-TO-TII
5)e':ICHC.2S SHALL BE C0ATE00R CORROSION
RECI1T:.7 JT:S APPROPRIATE FOR SUBSTRATE MATERUIL.
DISSIMILAR MATERIALS SHALL BE PROTECTED 'AS_.__ - -
REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE
PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED
IN THE FLORIDA BUILDING CODE.
6) ADHESIVE SEALANT SHALL BE USED BETWEEN
SUBSTRATE AND FLANGE OR FIN, OVERALL
SEALIN WFLASHING STRATEGY FOR WATER RESISTANCE
OF INSTALLATION SHALL BE DONE BY OTHERS.
7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE
_
SOUTHERN PINE, 2.1 KSI CONCRETE AND CONCRETE
MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING
COMPLIES WITH ASTM E1300.
S) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS
ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF WOOD SCREWS.
B) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE
TABLES, ALWAYS ROUND UP TO THE NEXT LARGER
VALUE.
Tenl F 1
r-3.1/8' MAX. X. BUCK -
3' MAX'
I /1
I /
9U-i/u
;I
MAX
I
—I
I /
1 /1 /
I
I
8MAX
I
Buck
Size
Sazh Sryle
Deft nPIe55ure
Options
CeRifiation
Numbers
Test
Recons
Width
Hei ht
(i
Equal Ute
BD 11
110
1 NO Reinf.,TP.Glass
ATI-
52-1/8"
75"
190.427428
orONel
80
150
Rail Reinf., TP. Glass
76161-01
ANCHOR LOCATIONS S SPACING
ADD 1 ANCHOR --
_
ATMID-SPAN
-3/4'
FOR WIN >39"
_
M
3-5/8' MAX
_1
T_
7.1/2' MAX
— _..I
76' MAX.
75
TIP -TO -TIP ;7',
!1
7-1/2' MAX
TABLE 2:
10-118"
MAX
t_
3-5/8' MAX
53.1/8' MAX. TIP -TO -TIP
t_ 52-1/8' MAX. BUCK -
FLANGE FRAME.
ORIEL SASH STYLE
Anchor Type
Sub.hale
Min. Edge
Diet.
We.
Embeement
9I281.1 SMS
Wooe (Soulham Pine)
1?
13
Slw She! Gr 3S
S'V -.m
cisciAi
.AIur.9nann-BI T$
31'
Ur
3IB'
Ur
1/4'Mtuorny
Ancear
Cowl
1'
1�
2.1t2-
1-1/C
NOTE:... MET $UBSRUiES.ECREIVEMBmMFM5YN19EMN STIIEAeS
BEYOIN WSn)E FA OF VATEWAL.
♦. .G`uSF :;'lFq ��'-�
J. ROSOWSKI
0.T/1611i
µDMINt
-
No. 55-05
_-
S
J.. a 6 IS
J '•, S' I.OF ��
',.S',,�'..........�
\'r".�- G�'
toTOTECHNotAGV ORNE
NOKOMIS FL 312i5
osartH.:2ozea
1s
SINGLE HUNG INSTAI
A. Lynn Mlllep P.E.
PIE. 98705
SH-800
NTB
1 of 2
17-314'
MAX
1/2' MAX
75'
MAX.
BUCK
7-1/2' MAX
3D31116JR
EMSI
J EDGE _
DISTANCE
TE n
EMBEDMENT /// EXTERIOR
% ANCHOR 5U SST rE SHIM _
� BELOW \ �
tX WOOD �\ MEETING
MUS BE^ j
SHIM FLATHEAD) - fr✓(•
EXTERIOR
EXTERIOR
ANCHORS
/ /
ABOVE
MEETING
;,HANGEFRAME_
, ..
'
FLANGE FRAME. -
~- FLANGE FRFIAE;
RAIL
_JAb1B INSTALLATION _
HEAD INSTALLATION
TION
HFFO INGTALLASTRI
(DIRECTLY TO SUBSTRATE)
(DIRECTLY TO SUBSTRATE)
(USING IX WOOOSTRIP)
7T-kAT
S
SUBSTRATE I
FLANGE FRAME
SILL INSTALLATION
(DIRECTLYTO SUBSTRATE)
FLANGE FRAME
SILL INSTALLATION
(USING IX WOODSTRIP)
INSTALLATION NOTES:
1) SEE SHEET 1 FOR ANCHORAGE, SUBSTRATE AND SPACING REQUIREMENTS.
2) FOR SMOOTH SASH OPERATION, THE ANCHORS BELOW THE MEERNG RAIL MUST BE FLATHEADS. FOR
ALL OTHER ANCHORS. FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED.
3) MAX. SHIM THICKNESS TO BE 1/4•.
4) FLANGE MAY BE REMOVED TO CREATE EQUAL -LEG FRAME -USE FLANGE FRAME INSTALLATION.
RIOR
NO
:HORS
IUIRED
J / ANCHOR EME.. OR
BELOW
MEETING RAIL
(MUST BE
FLATHEAD)
)R \ J
/ I
IS
D ANCHORS
ABOVE1X SHIM
MEETING WOOD
RAIL •. u: u:; ::..
FLANGE FRAME,•i •• ,. •(
JAMB INSTALLATION-
(USING IX WOODSTRIP) .�
J. ROSOWSKII 03115111
tOMTECHNOLOGYDRNE
NOKOLOS,FLO42T5 I1t
FLCERT.OFAUTH.:M% li SINGLE HUNG INSTALLATION
A. P E. 587M .EE I ll�800 I NTS 2 at 2 1 o~ 3031511JR
Florida Building Code Online
Page 1 of 3
E
rt
�' e e /� • t g �
BCIS Home i Log to ( user Registration [ Hat Topics f submit Surdiar9e j Stats&Facts IPublicatlons f MC Staff BCIS Site Map ( Links i Search j
dpbr=Y,'` # Product
i'> USER: PublictisYai
Approrl
User
Product Annmval Mum,> Produrt
or AonRafion Search > " dh Mail
FL #
FL251-R28
Application Type
Revision
Code Version
- 2014
Application Status
ApPr
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
5
Pi oduct Manufacturer
lVd triesAddress/Phone/Emall
I00Techn.l.g
-
y D' eh
Vtni 4226
(941 86-0100 Eat 22318
�. _.
druark@pgtmdustries.wm
Authorlmd Signature
lens Rosowski
lrosowski @pgti ndustres.com.
Technical Representative lens Rosowso
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34225
(941)486-0100 Eat 21140
lmsowski@pgUndusthi .com
Quality Assurance Representauva ?'
Address/Phone/Email '
se'z�
Category EAerlor Doors
Subcategory Sliding E#enor Door Assemblies
Compliance Method CeT,
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (cf Standard) Stand
" TAS 201, 202, 203
p� t'
Equivalence of Product Standards,
Certified By
CC, ;', Fp;r;STEttFRSOiRATTACHMENTS
ARE Tfr't `3'J dSIBILROF THE
CONTRACTOR OF RECORD
Year
1994
t
Product Approval Method
Method 1 Option A
li
A(n� f-
r! it �-
s
Data Submitted
08/17/2016
Date Validated
08/26/2016
PJ
Date Pending FBC Approval i,
Date Approved
08/30/2016
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Florida Building Code Online i'•_ Page 2 of 3
(Summary of Products
FL g
Model, Number or Name
Description
j 251.1
SGD-6J0 (Non -Impact)
Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use HVHZ: Yes
�Sl R26 C CnC t6-0629.03.oAr
Approved for use ou HVHZ: Yes
Qual' e t Expiration Date
j Impact Resistant: No
OJ/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
product performance Information, anchorage details, and anchor typ
FL251 R28 H 16'-0629.03 odf
Venfied By: Miami-Datle BCC R
size, and spacing Information.
iM Parry:
Evaluation Reports
Created by Independent ThlM Party:
251.2 SGD - 6J0HP (Non-Im ct)
Aluminum Sliding Glass Door
Limits of Use I�
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL251 R28 C CAC 16-0629.04 off
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2020
Design Pressure: N/A .-
Installation Instructlons
I OtheO Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 Il 16-0629 04 odf
product performance Information, anchorage details, and anchor type,
Venfied By: Miami -Dade BCCO - CER
1 size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 SGD - 680 (Non -Impact
Aluminum Sliding Glass Door
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
7L251 R28 C CAC 16-0629 05 odf
! Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/1812019
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Nance of Acceptance (NOA) for
FL251 R28 t1 16-0629 05 odf
product performance Information; anchorage details, and anchor type,
Venfied By: Miami -Dade BCCO - CER
size, and spacing Information..
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
251.4 _' SGD - 270 (Large Missile Impact)
WinGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ; Yes
FL251 R28 C CAC. 16-0629 06 odt
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/17/2020
Design Pressure: N/A
Installation Instruclons
Other: Please see Miami -Dade. County Notice of Acceptance (NOA) for
FL251 R28 it 16-0529.06.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 j
Created by Independent Third! Party:
_
251.5 ISGO - JJOHP (large Missile Impact)
WinGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: I as
FL251 R28 C CAC 16-0629 pJ odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
03/24/2020
Design Pressure: N/A
Installation Instructions
1 Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 II 16-0629.07odf
product performance Informad6h; anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
j size, and spacing information. -
Created by Independent Third Party:
Evaluation Reports
Created by Independent ThIM Parry:
251.6 SGD_- 770HP (Small Mlss le Impact)
WinGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
' Approved for use In HVH2,Yes
FL251 R28 C CAC 16-0629.08.Ddf
. Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
03/24/2020
Design Pressure: N/A
Installation Intzuctions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 it 16-0529.08.od/
product performance Information, anchorage details, and anchor type,
Venfied By: Miand-Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Parry:
Evaluation Repg,ts
Created by Independent Third Parry:
251.7 ISrD - 780 (Impact)
WinGuard Alumin_um SIIEIn Glass Dppr
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 j
Impact Resistant: Yes
08/02/2017 '
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
1 L 51 R28 IT 16-0629.10 prl
product performance informatied; anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information)
Created by Independent Third Party:
j
Evaluation Reports
Created by Independent ThIM Party:
251.8 ISGD-2500 (Non -Impact)
Aluminum Sliding Glass Door
Limits of Use
Certification Agi:hcy Certificate
Approved for use In HVHZi.YeS,
FL251 R28 C CAC 15-0609 10 OR,ad
Approved for use outsitle HVHi: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
05/22/2018
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice or Acceptance (NOA) for
FL251 R28 it 1 -0 f
product performance Information, anchorage details, and anchor type,
Verified By: Mlam-Datle BCCO ?CER
size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent ThlM Parry:
251.9 SGD-3030 (Large Missile Impact)
Architectural Systems Aluminum Sliding Glass Door
li Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL251 R28 C CAC 15-0612.06 LM.Mf
Approved for use outside HV'NZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/14/2018 ;t
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 11 / 13/2017
Florida Building Code Online : ,F
Page 3 of 3
U
Design Pressure: N/A
InstallaUan Instructions
Other: Please see Mlaml-Dade County Notice of Acceptance INCA) for
FL251 R2B It SS-p512 06 LM odf
product performance Informatics, anchorage details, and anchor type,
Verified By: Mlam!-Dade BCCO - CER
size, and Spacing Information.
Created by Independent Third Parry:
Evaluation Repots
Created by Independent Third Party:
1251.10 SGD-3030 (Small Missile Impact)
Architectural Systems Aluminum Sliding Glass Door
Limps of Use
Yes
Certification Agency Certificate
Approved for use In HVHZ:
FL251 R28 C CAC 15-0612,07 SM.mdf
Approved for use outside HV){Z: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
02/14/2018
Design Pressure: N/A
Installation. Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
FL251 R28 11 15-0612,07 SM Ddf
product performance Information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
l size, and spacing Information.
Created by lndeNndent Third Party:
Evaluation Reports
Created by Independent Third Party:
j 251.11 SGD-5420 Non -Impact)
Vinyl Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ; Yes.
FL2`i1 a2D C K 15-1210.O2dQdj
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 County Notice of Acceptance INDIA) for
FL251 R28 II 15-i210.02.odf
product performance Information, anchorage details, and anchor type,
Vented By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
251.12 SGD-5520 (Large Missile Impact)
Vinyl Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CAC 15-1210.01.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes -
04114/2021
Design Pressure: N/A
Installation Ins=uctlons
Other: Please see Miami-ru lc County Notice of Acceptance (NOA) for
FL251 R28 11 W-1210.01.odf
product performance inforral],66; anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing InformatioH.
Created by Independent Third Party:
Evaluation Reports
�. . ,..
Created by Independent Third Party i
Conrad Us :: 2601 Blair Stone Road. TataM1assee FL 32399 Phone: 850-482-IB14
The State of name Is an 4: /EEO employer. Copyright 2002-2013 State of Nordic :: Privary Shpanent :: Accuri blllry Statement :: Refund Statement
Under Florida law, ¢mall addresses are public records. If You do not want Your e-mail address released In response to a public -records request, tla not send electronic
mail to this enuty. Instead, canton_ the office by phone or by traditional mail. if you have any questions, please contact 850.482.1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective Climber 1, 2012, Ilcen5ee5 licensed under Chapter 455, F.S. must prMide the Department with an email address if they have one. The
emails provided may be used for oltual communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department 'will email address which can be made available to me public. To determine If you are a licensee under Chapter 455, F.S., please
dick here .
Product Approval Accepts:
Credit Card
Safe
securif? nlrrrxrcia
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 11 /13/2017