HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
MIAMPDADE MIAMI-DADE COUNTY
EM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F(786)315.2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under ths re at o erning tlie;use of construction
Miami -
materials. The documentation submfUio
i e . fi e y Miami=Dade County RER -
Product Control Section to be used where allowed by the Authority
Having Jurisdiction (AHJ).-___.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code. '
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone:
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10114, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOAN 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 documentation was reviewed by Manuel Perez, P.E.
VONORSIPECTION
/ o - oa.9�
COUNTY BUIL LNG DIVISION
D FOR C IANCE NOA No.16-0218.03
MIAMI-DADE COUNTYD BY
Expiration Date: May 26, 2021
PE T MUST BE ICLPTON JOB Approval Date: April 14 2016
WILL BE MADE. Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test 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, Inc., Test Report No. FTL-6443
(samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819. 05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29115, 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.
E-1
v4' LJ�
Manue26-10218.03
P E.
Product Cont aminer
NOA N
Expiration Date: May 26, 2021
Approval Date: April 14 2016
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMTP B
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51 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., approved on
02/12/15 and expiring on 05/26/16.
Manuel P.E.
Product Contr I E aminer
NOA No. -0218.03
Expiration Date: May26,2021
Approval Date: April 14 2016
E-2
DETAILA:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
MTHERTHE
STA MDO
OUTSET WILL a
WPMAYSE
WSTALLEBBY a e
THIs METHOD. e
TYP.ANCHOR
aSEE
BLLON
O814:ET9
FW HOLE
0
2SMNAXFOR
ALL MILLIONS
°I BY OTXER9 {
SHEET BT1.T
SNEE'
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES N THE
FOLLOWING SHEETS, FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3.
ELFOR MASONRY CO ULTRACON OR ELCOIWBIS.A GREGATOR MASONRY ANCHORTY, USE ONLY MBAMIAADE COUNTY APPROVED
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
X-
a
a oA
A,
EXTERIOR
SIDE VIEW
Q da EA TH
STULLCUPIMYB
EI
INSTALLDB
m
a
m
` IYP.MICHDR
PERSUS9iMlE,
SEE TABIE91B.10B
BUCN6TRIP
ANO
ATTAtlIMENF
BY OIXERs.
ONSEOAET M 6EE NOTE I,
." eHEET 1.
MINR.T N9ICONCREFE OILGAV :
FRONT VIEW
NO. E8705
D'.a old
EO'
ONA\.. E
A. LS'NNIMILLER; b.E.
FL PEA 58705
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGUREI;
MULTIPLE
MULLIONS
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TOANYANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUEAND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1XCR Z(WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ANDARE TO BE DESIGNED BY OTHERS.
oPENINowlvm PORVPnncALMULL--I ARcxESTOeE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMMICEOF THE MULLED UNITS. MULLIONS
IN9CMBEDINSIOE HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
1 SEEEDoaMs RREGTTPNGULAR NOT HAVEA GAP OF MORE THAN VP FROM THECUP.
SHAPE / sHEEi8x3 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDINGTOTHE REQUIRED
T DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOTUSED
IN THIS ANCHOR EVALUATION. THE 1,0 LOAD DURATION FACTORWAS USED FORMS EVALUATION OF WOOD SCREWS,
I 6
1
3EEGWUG
ATIQIU G;
sIa:ETs2a
NTUTr.
MULL
IENORI
SEE
SHEI
FEN
PRC
BEI
MUM
/I11 MM
III _ BY
I
/SEGoETkiS
XOW20MAl AO.G,H;
IVV------ NULL BHEE92a
IENGm Km[%ITAL
MULL
LFNGRI
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS;
MULL r0PENNOIMUT"
+I LENOM I'-
OPLr
MULL r r
HEIq r LENiL
SINGLEMULUON SINGLE MULLION
'1 SEE CORRESPONDING DETABS
FROM FIGURE I ABOVE.
STANDAR09 USED:
A2014 FLORIDA BUILDING OOOE (FBC), STH EDITION
AANSUAFSPA NDS-2012 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, AOM-2010
-AISI-SI0007182-2010
MULTIPLE MULLIONS
4) PROPER SEALING OF ENTIREASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
USE THE
OF
FENESTRATION
SHALLAPPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S)
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 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,
B) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGREGATOR NOA'S
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED $TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
WOE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, MULLIONSARE ONLYTO BE USED WITH
POT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HVHZ.
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
INSTRUCTIONS'
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSfFTI FOR THE OPENING USING THE ASCE•7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR'TRIANOULAR7TRAPE2OIDAL'.
GENERALNOTES........_................1
INSTRUCTIONS... ........ ...-.-.........1
ELEVATIONS .......... ....... ......... ....1
MULL TO 2X W OOD........-...........,. 2
MULLTO W& MASONRY--.....-... 2
INBTALIATION NOTES.....-...--...2
MULL TO MASONRY- ...... ... -.-..-.3
MULL TO STEEL STUD.. ............... 3
MULL TO MULL ...................„.......9
ANCHOR SPEC S.................... ........ 3
ALTERNATATECMPS...._.-...--A
BAYMULLINSTAHATION.._......--9
1 X2 X.126 MULL SPECS.............6
1 X 2 X.375 MULL SPECS ............ 6
1 X236 X.375 MULL SPECS..--..-7
1 X2.76 X.65 MULL 6PECS.......... .6
1 X3.14 XS66 MULL SPECS__.-.S
1 X 4 X.125 MULL SPECS.............10
1 X4 X.375 TUBE MULL SPECS-.11
1 X9 X.37T MULL SPECS....--N
1.25 X 3.I. X .205 M U LL S P ECS...12
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBSIFT') FROM TABLES to THROUGH 16A, 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 (IBSIFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT ILBS"I FOR THE OPENING OBTAINED IN
STEP TL
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THEVALUE IN THE NEXTCOLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WWDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUSTBE METTO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITY (LBBI TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATECONDITION ( MULTIPLE
ANCHOPJSUBSTRATUMCHOR-0LIP PATTERN MAYAPPLY) SELECTAN ANCHOR CLIP PATTERN ANDVERIFY THATTHE REQUIRED ANCHOR
CAPACITY IS MET.
7) IFTHE MULLION CAPACITY(LBS(F M OBTAINED IN THE TABLE 19 HIGHERTHAN THE DESIGN PRESSURE REQUIREMENTIL991FT1 FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBSIFT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE RNA- MULLION
CAPACITY
/LBSIFT) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FORTHE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR A PERMIT.
LYNN
T}' No. 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
EXTERIOR /
MW 2T1(SI CONIXiETE OR CAN
FRONT VIEW
.e
. H-4
MW ].T H81 CONCRETE 00. fAN
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THEANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE
CORRECT QUANTI YANG LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A.D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET &
E) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI�DADE COUNTY APPROVED
ELM ULTRACON OR ELCO 1M S.S. AGGREGATOR MASONRY ANCHORS.
THE OFFI ET ELF IS
RECOMMENDED FM
FIN,F A IR3
W 055EVSEDFAY
P130BEVMEIVE
OTHES FRAMEIYPES
)flll� -
FRONT VIEW
!1
EXTERIOR
DETAIL E:
�{ .11b'MIN
MULLION TO MULLION
INTERSECTION
(U-CLIP)
NOTES:
1) MAY BE INSTALLED IN'TEPOR-CROSS'
INTERSECTIONS.
v Es
I
()MAYBE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY.
L
9) SEE U-CUP DRAWINGS, SHEETS 21-23
TOP VIEW
FOR CORRESPONDING MULLION.
FRONT VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHE
SEE SHEETS ]t-D LDR
HDIELOUBONS
Es
DISTANCE
SEETABLFS
1&130
SIDE VIEW
NOTES:
1) FOR 2X WOOPBACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 6-0, FOR QUANTITY OF SCREWS.
SIDE VIEW
REVISED
* : ; Nu GBTDS
FL
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
EXTERIOR
IMOW .8TEEL,
A KcnugilWWNRY
WVWR
O
SEEOEPNLBAE
S.EVS2MD8F.WSTA TION
TOSPECRW 8081 70
O O
O O
SIDE VIEW
sxwmwrtHrza•z.+x.•
NwuoR
BTANOMO C4PTOSE
WDIFEDINTIRD.
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X2.1 VX.12S MU WON.
2) SEE TABLES 1B-130 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X6 CLIP IS NOT SUITABLE FORTHIS APPUCNRCN.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
p p 11
TOP VIEW C
EXTERIOR
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
EXTERIOR
WOWWD,
STEEL,ALVN
ORM WNRY
OT VIftE.W
NOTES FOR INSTALLATION OPTION 08 H: `;�0�.) linn M/TNe Y ii
1)USE2ANGLE CLIPS PER MILLION FAD. CLIPS MUSTBE INSERTEDINSIDEOFMUlION. : 1� •�"ENSE •'•;R
ITS'.! ••. i(
2)DETAIL G: SEE TABLES 1B.14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE k. Nn•r'BT00
LOCATIONS.
3)DETAIL H: SEE TABLES iSS OR IBB FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %.0 ••,'" (., y {6.'
L F
LOCATIONS.
IABLt TA
Mullbn Capacity Table t
OPea1nB 1MtlB1(for leNwP/aperdi
mamas) Won Hel8nl
(bl1AATaYalyspardlD
lm mm)
120N
HGN
160N
60N
BON
mN
BON
BON
Iwb
1 X1x.128
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Ioedw
TnyTOenP
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lwdw
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LwdnO
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itnt.,aer
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LadnA
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Loft,
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111
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319
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100
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31.0
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Anenar
CmettleTabl.
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Imb
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WA
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m3 N.
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IMtren®0.15•Mn 6GllWp. WD.12YA4a (EYI.1) WA
WA
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Ne
1 pmlRlFl1P0'q.3I 1Bsb
110b
lhbv
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135b
1101b
1T Pa
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1331M
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911b
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130b
WA
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NOTE: FOR THE OFFSET CLIP, USE THE BAMEANUMUR PAI I I:nN ANDNNGFUa A.aUe no IncaIrveune.,.-1.
FIGURE I: FIGURE2:
• • • . •
FIGURE3:
ANGLE CLIP MUST BE USED IN PAIRS.
FGURE4: FIGURES: FIGURES:
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1) SEE SHEET I FORINSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. D91idNg m0B Rv2b
SEE SHEETS 2d FOR GENERAL INSTALLATION METHODS. "I 1.000' Y` A.plmw tb 2) UNE!AR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. BAbli DeN 2I
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FIGURE I: FIGURED: FIGURE I- FIGURE{: FIGURE& FIGURES. 1) SEE SHEET I FORINSTRUCTION$ ON USING THE TABLESAND SHEET26 FOR INFORMATION ON LOADING. SEE
SHEETS 24 FOR GIDIERA. INSTALLATION METHODS
2) LINEAR
• • • • • • ALLOWABLE -
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FIGURE 6: FIGURE& FIGURE?: SUGGESTED, APPROXIMATE HOLE LOCATIONS.
• • • • • • • • • • 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-S0. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM $HALL BE 6083-T6 AND BE MINIMUM OF.126'THICIC STEEL
STUDS TO BE A MINIMUM GRACE 33 AND AW THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.I26' THICK
ANGLE CUP (FIGURES 50) MUST BE USED IN PAIRS. AN
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FIGURE 1:
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ANGLE CLIP (FIGURES 586) MUST BE UBED W PAIRS.
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FIGURE N
TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
ON LOADING. SEE SHEETS 24 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 EE 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 CSO. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
8063-T5AND SEA MWIMUM OF.10V THICK. STEEL STUDSTO BEA MINIMUM GRADE 33AND
.046' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126• THICK AND A30. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL,
M108412 ANCHORS INTO WOOD MAYBE STEEL, I"SS.OR410 S.S.
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263
20.1
M3
19.8
233
47.1
2N
PtlLC T00
A.shorCupocity
36h Rlle.
TaDla goal
BVlalnla:
21N IXNM•
i4am/r2AV
FaM I]AV
PiYbM
Melel
NIf ENo
A7C,,YMM 5
NMa.
VI'BBENO
Y
YI1
AmMTyFa
YtC Fk°d4°<°n
1/1.9m utlmam
MYmm
vfAEkOlmmm.
ut•EkelWmm
AR/I
(05
Bama(a5)sw0,.
.05
(05
svav(rt5)
AaatlarCllp PoCEmO
ddrce
t•
?II!
1'
14R
I•
b1ll
1- ]ArC
Y
SIIC
Y
0.N•
0.N'
Ow
E{a MI
1.Y1'
1.V1'
LYI'
Iw
P
1-0If
1-111'
Idll• 1.116'
1-111'
41/f
Y
LM'
4S9'
We
EeiM. nil Mi
1•]N'
3WWe
M •e
eWW
nlYloe
Y1AM
]BOIm
]N be I1o4N
ar11
NIM
wa•e
%Ip
59]Im
xAreM•®5'Mn. o.a1R1•NaNpkap/fftl.11
]90M
!IF.
F.:
No.
5501m
wA tllalm
helm
Malm
f0%Im
IYlb
0931b
WIN,
IIW be
I Ara gl aA'wn o.cl RllrEAryb 6Ml67].1a
S Alkrm 271'Mn PA IlnNSA�Cmel .]t
TOO
II201m
IN
1f30Re
n500e
NNIm
a]f31m
%3lM
WA
MOW
WA IMBIm
WA
1]MNr
WA
1%iEs
1]315e
1&A Re
FIGURE 1:
F.
FIGURE 2.
FIGURES:
ANGLE CUP (FIGURES 1.3) MUST BE USED IN PAIRS.
TABLE NOTES
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AN)IOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-n
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 C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW MUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE8003-TS AND BE A MINIMUM OF.12W
THICK. STEELSTUDS TO BEA MINIMUM GRADE 33 ANU.WTHICK(IS (3AUGE). STRUCTURAL STEELTO BEAT
LEAST.728' THICKANDA34. ALL ANCHORS INTO METALSHALL EXTENDATLEAST 3 SCREW T14REAM BEYOND
THE MATERIAL 010 S 912 ANCHORS INTO WOOD MAYBE ETE0.1M SS. OR410 S.S.
eANCHCRCAP.-
`O��y
nn [r.
' P `'.. � Ar OF
A Fl- C. PEA 5870N4570 b.E.
FL 5
u-v000•"+ Hs6v-I
-y 1.000" -y 1.000' r-
1.0ow 1AW a
12V
its
2.150' 2760' .126- 3.1 IFa�v-
26' 3.166'
.1R5' .125'
2.000' 200s
IL .256•
L 26' L 3is 375' 650. '
r i T r
I-X2'X.125'MMUON 1' XTXX5' MULLION 1'X27WX.376'MUU-ION 1' X 2.76' X.05W MULLION 1'R3.12VX.6-MUWCN 1.26'x3.16B'X.x6 MUWON
601376ALUM. 6063.76ALUM. IIW3T6 ALUM. 606346ALUM 6063-TOALUM. 6063-TOALUM.
%SECTION %SECTION *SECTION XSECTION X-SECTION 345ECTION
srANGARDCLP
.376'--1^l.
�'��o� _ CREATEF-0LP, 6f6
MIN. DETAILF, 6HEET4
I I I I I
L J L _J
STANDARD CLIP
608 `TSALUM.
TOMEW
DIAMETER
6b00' .37s
37g. I MIN.
MIN.
r___________-
I I I
B
I i I i I
I 1 I
I
C OFFSET CLIP
.12F 6061MAWM.
I roPVEw
4
.336'MIN.
A I OCLIP
6D0D-MALUM.
TOPMEW
ZMNTEROF ANCHOR
LEMUSTUETHIN THE DASHED
DOUNOARY.6EE
SHEETSSI7FOR71IE
ANCHORO.C.
DISTANCE. MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETERr111W.
TABLE B
TI-i r.12s
2%SANDLECLIP
2000' %SECTION
125-
.375' MIN. 4--
" - "- 2%5ANGLE CLIP
TOPVIE 80UM.
TOPv EW
CENTEROFANCHORROLTUEWIH
E
Z"AsHE0BOUNOARY.SEESHEETTH
ANCO.0MUMANCHOR
HOLEDFMEIEWAHCHOftDIMETER• 1H6'.
Mull Dimension(aheet 0)
POT Peltq
Mullion
SM. Clip 1011lowt
Clip
U-Clip jAnqIeClIpj
1" X2' X.12s (5)
GSSOS
668113M
6601118M
666243M
6WS11M
1°%2"%.375"(8)
686006
066114M
6001110M
888244M
WB512M
1°X276- X.37W(7)
GMT
668115M
6681120M
SW246M
668513M
1" %2.7s X.650' (8)
68808
666116M
6661121M
M46M
666514M
V X3.125' X.S00"(0)
SU37M
6601116M
8601114M
E88242M
06651fiM
1.26' X3.1W X.265'(12)
SWIM
6681117M
6661113M
666241M
668518M
1.20"X2.11"X.1215(18)
60370
WA
WA
WA
666317M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEEP.
2) SU SHEETS 6�0 FOR SUGGESTED, APPROXIMATEHOLE LOCATIONS & ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION MEMODS.
TABLE A
Dimension
Value gn)
For Mullion:
A
B
1.825
2854
1•xz'X.125'
Aluminum
Tube Mullion
C
0.895
D
0.740
A
B
1.126
2404
1'X2X.375'
Aluminum
Tube MMlion
C
0.635
D
O.400
A
1.676
t' X2.70 %
;5AIumIII.X1
'Rube Mullion
B
3.000
C
0.767
D
1.118
E
450Min.
A
1.312
1'X2.7sX
.660'
AluminUM
Ift"Mullion
B
GODD
C
0.476
D
0.836
A
2,000
1' X3.126' X
,SW Alum
Tube Mull
B
2.837
C
0.663
D
1.131
A
2.625
136'X3.18B'
X.296'Alum
Tube Mail
B
G282
C
D
0.062
1.762
A
1.813
1.2s X2.11' %
.121' Alum
Tube Mu8
{. ;' 14a.6B705
Fi.
�4
.260`
3260'
110'
IL 100
-H .82o• r--
UWX3.2SX.1W
MULLION
BOOSTS ALUM.
%SECTION
121'
30'-t
3DBAY MULLION
BWIT6 ALUM. I
X-SECTION I „ I
1•X4'Xww
r.MU1UON
6W1TOALUM.
XSECTICN
--1 .820' 1-- --4 .820. 1 -
11WX3.26'X.624' 1.2WX3.DVX.624`
MULUCN MULLION
6W 76AWM EWST5ALUM
%SECTION X-SECTION
BAY Ml1WON
M1TBALUM
%SECTION
1 NI
.2281- � � .228'J Y-, p1�-i
.376`
MIN.
yII 740'
�L
.725' STANDARDOTS
2.OW' 008}TBALUM.LUM. I 2.126' 2.W0' 2XSANOIECUP
%SECTION UCLIP BWITMUM.
I I 6363T6ALUM. %SECTION .12Y
.128' %SECTION L
.126'�
CENTER OF ANCHOR HOLE MUST US WITHIN THE
DASHEDBOUNDARY.SEESHEETSS20FORTHE
ANCHOR O.C. DISTANCE MAIOMUMANCHOR
HOLE DIAMETER: ANCHOR DIAMETER 4171p.
r-3.125-�_
RkTEFBEET4E DEI •3T5'
.376'
r------- i
r_______, CENTEROF
ANCHOR HOLE
I
MUST LIE WITHIN
1 I
I 1 THE DASHED
I I
I
i i F SOUNDARY.SEE
I
I
IANCHORO.CHORO.C.
DISS TANCE.
F DISTANCE
I
1 MAXIMUM
I
I 1
I I ANCHOR HOLE
I
I I R:
1 I
j ANCHOR
ANCHOR
�------�
I
�-------� OIPMETER 41118'.
STANDARD CLIP UCLIP
CENTEROF ANCHOR HOLE MUST
HIE 60 TGALUM aw-TSALUM
TOPMEW TOP�
.WITHIN THE DASHED BOUNDARY.
SEE
DIAMETER ANCHOR DIAMETER 4
MIN.
5.60D"-
MIN.
I
I I
2250`
I I I
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET.
2)SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
.376'
I
I
I I
I
I
I
__ J
OFFSET CUP
aoo .TBALUM.
TOPMEW
TGRI Fr. muT
dmnMon
I Value V.)j
For MullIGIC
DMendon
Volun (in)
For MNllom
t
p
.125
Pluninm
Tube MEllan
F
G
1.8]0
1.600
1.
%.024•
Aluminum
NSO Mulibn
0
H
I
t.OW
2.080
3000
H
1
1.438
3.2M
F
vwx
.IDS'
AkW=
Tub68'T'
F
G125X.0H
2.016
1.25
Aluminum
Tu80 Moron
G
H
1
I.SW
3mo
F
fl
1.2WX326'
XAW
AIMNTun1 TIbu MOIon
F.B0
H
F
2.076
46'Bo Mull
Mull ow....
I...Fl
PGTPONO
Mulllon
SM. CBp
Olbetalp
U411P
mole Clip
1'X4'X.12p(10)
BB304
V$111M
6601122M
SSEMIM
S6B510M
1'X4'X.WY(11)
MAID
600112M
6001123M
NOMIM
M519M
1'X4`X.37WT (11)
06&63
66S112M
BB6H23M
860342M
1.25X826'X.lW(13)
20100
6WT2TM
6081121M
80824fOM
6511M
0808118M
1.26 XMW X.SHV (14)
20161
SBB1128N
6WI126M
8602H1M
8663118M
I.25'X3.61'%.S24•It6)
20S2
0801117M
BBBIIPBAI
06LpI1M
08B51TM
m DSOm09)
60818
WA
WA
WA
6005110M
4513n.(W)
00850
WA
WA
WA
iM-111M
Pomplyio3 wiN INO FIwHA
MIugWSc Ifo-o218.09 J
wpmiw Np
p6oe' DMe 2102)
Ooia Pmdrtt
?•' LIoo. 64700 L
TABLE E
Mull Dlmenelon
(sbootil)
PGT Part
Mullion
I Sol. Clip
U-Clip Angle Clip
2'%4'X.25•(16)
00502
088201M
060271M 8655112M
Y'XV X.26' (17)1
66604
1 660282M
I 666272M I 6605113M
NOTES
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETS 620 FOR SUGGESTED, APPROAMATE
HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METE
Y%0'%36'
MULLION
SOS3T6ALUSL
%SECTION
.1 I.- ° TN 1 1 - I 1 .12Y '.� r.12S -.i 1�.12Y ��jE'
TI1— Ir R oe
STANDARD CLIP I UCLIP I 2%6ANDLECLIP
SOB}TSALUM 606176ALUM 6003•TOALUM. b_ 000
%SECTION 2.1I26• %_SECTION 20I00, %SECTION
.125' LLJT
125• 125O 2 111
CUTHERETO
—&SOT CREATE E0.IP. .3TS
ti SEEDETARF,
T SHEET4 MIN
-.
I I I
I I
I I
I I
3.438------------
I I I
I I
STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE S0 TOALUM
_WRHIN THE nA9HED BOUNDARY 9EE TOPVEW
MIN.�I 4 I _EE DETARF. I (MIN.
£-
I
I
I
1
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I L_
STMIDARDCLIP
6W3-TOALUM.
TOP NEW
I
3AM'
.375•
I
E i 6.438'
0'
I
U UP
6003TBALUM.
USED FOR Y%6' MULLION SHEET 11
TOPV�EW
2%5ANOLECLIP
000Y76ALUM.
TOPVI6W
_
too!)
7C'• Noo.567�05�
A. LYNN MXLER. F
FL P.E.6 68705
EXAMPLE 1' SINGLE VERTICAL MULLION
EXAMPLE ?. MULTIPLE MULUONS
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-174'. ME OPENING REQUIRES ADESIGN PRESSURE OF 4GLaESO PSF.
1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 7T AND THE OPENING WIDTH IS 32'02E1'�. REFERENCING SHEET 25, ME COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 24W AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF •60.01-MO PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SITE AVALABLE.
FROM TABLE 3A SHEET7, THE VX2.7TX 375'MULLION(LENGTH -7T, OPENING WIDTH a7U') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS AS3 PSF ANDWOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A SHEETS, THE 1'X2.75- X.6W MULLION (LENGTH a 72', OPENING WIDTH -70-)HAS A DESIGN PRESSURE OF N•727 PSF WHICH EXCEEDSTHE REQUIREMENTS FOR THE
OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANMORCAPACRYREQVIRED OF 638 LBS.
2) USE TABLE 49 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITYAND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)912 ANCHORSANDTHE 2X5
ANGLE CLIPSYATH (4) 412 ANCHORS HAVEACAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE WANOARD CLIP IS EASIER TO INSTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WTH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MU WOKS OR FENESTRATION PRODUCTS, WILL
APPLY TOTHE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCTBE INSTALLED IN ACCORDANCE WITHTHE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESANUFENESTRATDN PRODUCTS TO MULLION.
IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS r/-Wb PER THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITHAN ANCHOR CAPACITY OF 08 MS. ALTERNATIVELY,
THE ANCHOR CAPACITYADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF SO PSF:
(SOPSF)X( ME LESL S 624.9LBS (MAYBE USED T00UALINO 10 STEELSCREWSFROMTABLE4B)
2.7 PSF
THE BUILDING SUBSTRATE IS MOM TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADERAND SILL THE WINDOW FRAME DEPTH IS 2J . THE OPENING REQUIRES
DESIGN PRESMRE OF-60.01.65.0 PSF.
OR THE VERTICAL MULLION•
1) INITIALLY ASSUMING THAT 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32 7V-V-105'AND ME OPENING VADTH IS 3V+W i'=73'. REFERENCING SHEET 23,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR AMULLION THATISATLEAST THE WINDOWFRAME DEPTH OF 24IwMD WILL
MEETOR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.W.55.0 PSF. IF THE TABLE DOES NOTSHOW THE EXACT 612E, USE THE NEXTLARGER SIZE AVAIABLE.
FROM TABLE 3A, SHEET 7, THE 1'X2.75'X.37V MUWON (LENGTH a 1OV, OPENING WIDTH -On MEETSTHE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS N-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A SHEET 16. THE 2-X 4-X.250' MULLION (LENGTH - IOC. OPENING WIDTH- 80') HASADESIGN PRESSURE OF♦1d 1 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTETHEANCHOR CAPACITY REQUIRED OF 871 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADO Y TO THE WIDTH OF THE MULLED UMT,THE ADNSTED OPENING WIOTH IS 3(YQV 174, N0T 73' AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADNSTED OPENING. ALTERNATIVELY. THE VANDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 77 DIMENSION
CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
TO BE CENTERED WITHIN THE W. CARE MUST BE TAXEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
:DOE DISTANCE OF 2-1W GIVES AN ANCHOR CAPACITY OF 1D50 LES WHICH IS GREATER.AND
THEREFORE SUITABLE, FOR
FOR THE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE 2'X 4-X MT MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MUW ONS,A 71:RNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
1)ME MULLION LENGTH IS 36' MD ME OPENING HEIGHT IS 32Y72'F7=1OV. REFERENCING SHEET 25, THE COLUMN USINOTRAPEZOIOA/fRIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2'X 4' X.260' MULLION (® LENGTH -4Y. OPENING HEIGHT^ 1207 HAS A DESIGN PRESSURE OF+M70.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF Rl LBS.
MUST
ANCHOR CAPACITY OF 521 LBS
4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR
CAPACITY IS 1074 LES WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS. THE
ANCHOR TYPE IS A 012 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS
H-64.7 PSF FROM THE VERTICAL MULLION;
•1-1704 PSF FROM THE W HORIZONTAL MULLION ATTACHING TO CMU:
-1.170.0 POP FROM THE 3V HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION}
THE LOWEST DESIGN PRESSURE IS H-54.7 PEP MO WOULD APPLY TO ALL OF THE MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED NTH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS, WILL"PLY TO THE 0VERALLASSENISLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION MO THE FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
ND.53705
FL P.E.N 58705
LOADINGOFVERTICALMUWON LOADINGOFVERTICALMUWON
SRL OF WINDOWS NOTANCHOREO WITH INTERSECTING NOR MULLIONS
LOADINGOFVERTICALMULUON LOADING OF HORIZONTAL MULLION
SILLOFWINOOWSNOTANCHORED WITH INTERSECTING VERTICAL MULUON
m
LOADING OF VERTICALMULLION
PPNEL OF HINGED DOOR IS NOTCAPTURED ORANCHOREO
PW
::� 11 a
PW / PW
LOAOINGOF (]) HORIZONTAL MULLIONS
r
DD
HI? i
NGE
V DOORD
'
IF�II
II
I
li�
/
I
��I%�
�
�
II
0��.�
•
tl
LOADINGOFVERTICAL
MULLION
,DING OF HORIZONTAL MUl
MULLION
0Com
;�
WADINOWWRTIGALMUWON
=
IyIMM
¢
8s.
Z
J
Z
PW
N
U•
y
JI
go
8
0
uLL'S
Z
p
y
Y
o
a
z
oyyO
A
SHIDH
Q�
LOADINGOFHORIZONTAL
M.LUON
NOTES:
;R000CTREVISED
vs ctftwa No Plwidc
i)URAWWOSARE
ndlal�cma
A
CONFIGURATIONS.
CONFIGURATIONS.
Imrrymm�
g0
CONFIGURATIONS NOT 9NOWN
MAY BE EXTRAPOLATED FROM
O
Miun F."
THOSE SHOWN.
TIPE.CANNOT
BE DETERMINED. U
B
RECTANGULAR LOADING.
3) SEE PRODUCTS'APPROVAL FOR
_ Nn.50T0D''t
ACTUALANCHORLOCATIONS
— I
�vi�'
-
SCANNED
BY
St. Lucie County
Ml®DADE MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mlamidade.sovleconomv
CGI Windows and Doors, Inc.
10100 NW 25rh Street
Miami, FL 33172 gpt►f
SCOPE: L+`r Ir
FL�1�rrr,.essa,,,yy"y— p��,-rJQ
This NOA is being issued unde the ru an e latio governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
APPROVAL DOCUMENT: Drawing No. W05- 4, titled Series "360" Alum Single Hung Wdw. (L.M.I.),
sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01128/05, with revision F dated 05/05115,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after- a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 12-0822.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
! NOA No.15-0512.07
EILMIAMI-DADE COUNTY Expiration Date: May 05, 2020
Approval Date: September03,2015
Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOANo. 05-02I5.02)
2. Drawing No. W05-04 titled Series "360" Alum Single Hung Wdw. (L.M.I.)", sheets 1,
1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05, with revision F dated
05105115, prepared by AI-Farooq Corporation, signed and sealed by Iavad Ahmad,
P.E.
B. TESTS
1. Test reports on:, 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7400 PVC project
out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
Spaceifl insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA 3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 238 aluminum
fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
Spacer insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
M auE01
We ., P.E.
Product Coatx mbier
NOAN-0512.07
Expiration Date: May 05, 2020
Approval Date: September 03, 2015
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (cowiNuED)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Small Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
7) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA
1302.5-04 and CAWM 301-04
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07122/08, signed and
sealed by Vinu J. Abraham, P.E.
(Submitted underNOANo. 081208.06)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10,
per FBC 24113.2.1, TAS 202-94, per ASTM F 588-04,
AAMA 1302.5-04 and CAWM 301-04
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0323-04, specimens 1, 2, 3, 4; 5, 6, 7 and 9, dated 03/29/04 to 04/02104,
signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 05-0215 02)
C. CALCULATIONS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no
financial interest, dated July 16, 2014, issued by AI-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No.14-0822.11)
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
Manuel Per
Product Control Ex min
NOA No. 15-0 .07
Expiration Date: May 05, 2020
Approval Date: September 03, 2015
E-2
CGI Windows and Doors: Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGIas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 06/19/14, expiring on 12/11/18.
3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no
financial interest, dated July 16, 2014, issued by At-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted underpreviousNOA No. 14-0822.11)
2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1,
2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and
sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 08-1208.06)
3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1,
2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed
and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. OS-0215.02)
4. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as
well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass
spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by
Jaime Gascon, Supervisor.
G. OTHERS
1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their
Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/16/14 and
expiring on 05/05/20.
Manud Per ., P. .
Product Control E ad r
NOA No.15-0512.07
Expiration Date: May 05, 2020
Approval Date: September 03, 2015
E-3
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S30'360' UM SNGIE HUNG WtlN. n1ll.) A FAROOQ CORPORATION
Exr.IM=SS CTPRaDuctoFvmemPn
0 s. ...a: _ C)1 WINDOWS & I II MMMJ. w RIDAli
�> 10100 N.W. 25iH SIREEf Muml MUBlvnaane
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seafont (10) •; j_
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net Heatl
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(or equal)
312
Alin.
nI �I
2 3/4'
1 x 4 S.tled P.T.
Wand Huck (typ.)
E{�E1 1 CStl l
Optional Pre -Cost Sill
IMPOW)NT NOTE:
Wood Bucks must sustain
foods Imposed by glazing
system and transfer
Them to the building
structure.
TYPICAL ANCHORS' M -te. nes ssRm>c
• D. n 'RCa' (1-1I KR F '- up)
I/4' DIA "LT KALIK-CnN 11 (N•f61 MR ry"IST eso
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1-I/2 MM. PENEIMTION INIa WOOD
TIRO IW BUCKS INTO WNC. OR MA50.R(
1-1/4' MIN. MOM INTO WK. OR MASONRI'
UIFEMY IWO CONCRETE OR 1I11E0 BLOCKS
1-3/4" MIN. EMBEO Wo CONCRETE OR T D BLOCK
Ile VA TM OR MF IARILUNG SOAM (desE 5 aa)
IM MWII-BABE WUM APPROVEO YUWOW (MIN. INK. 1/8")
IM METAL SIRUCNRES
MID : 13 M AIM. (Fy - 36 KSI MIN)
ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.)
($TEFL IN CONTACT Ahl AWMINUM TO ME PLATEU OR PAINAM)
TVGGt E➢C_ UM MCE
INTO CONCRETE AND Mn5ONRr - 2-1/e MIN.
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Values for Installation Type "A• apply to the following installation types, with
maximum shim space 1/4":
I- Using 1by P.T. woad bucks, min. 3/4" Nick,
2- Mostly into masonry, without the use Of wood bucks.
3- Oirectly'nto a Blast or aluminum sWeture
Mn. 1/B" Lhisk and using #14 Tcks or Self drilling screws.
Structure must be designed by others to sustain the loads imposed
by the window.
w
nstallation Type
/ 2 x 1 BereleG P.T. IVmO Buc4
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.ealont
1/4" Die. flat Head
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Wood BacW must sustain
loads imposed by glaring
system ad transfer
them to the building
structure.
JB & JT
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SCANNED
BY
MIMI®— St. Lucie Count '
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree; Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (7S6) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE enAj www.miamidadaeov/ec000mv
PGT Industries, Inc.
1070 Technology Drive ��U,, �
North Venice, FL 34275FILL
.SCOPE:
This NOA is being issued under the applicable Hiles and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHD may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code,
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titIeT gle Hung Window Installation"
sheets 1 through 8 of 8, dated 05111111, with revision C dated 04122/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this MA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 15-0528.22 and consists of this page 1 and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0505.02
Expiration Date: September 01, 2021
Approval Date: June 16, 2016
Y61101* Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOANo. 11-0614.01)
2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1
through 8 of 8, dated 05/11/11, with revision C dated 04/22116, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E. (Submitted under NOA No. 11-0614. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t°
Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted underprevious NOA No. 15-0528.22)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated May
2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
01191 XR
1. Notice of Acceptance No.15-0528.22, issued to PGT Industries, Inc. for their Series
"SH-200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring
on 09101116.
Manael ez, P.E.
Product Contro Exanjiner
NOA No. 5.02
Expiration Date: September 01, 2021
Approval Date: June 16, 2016
E-1
GENERAL NOTES: SERIES 200 NUTv-mAPACT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM G90 CONCRETE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 5.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN
1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'7HICK OR GREATER 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM El300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL.6479; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ANSUAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
40D1 SERIES (FIN FRAME).
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3.
�— WIDTH WIDTH --+�
I E
HEIGHT HEIGHT
I
EQUALUR: PROVIEW/ORIEL ARCHIOPPROVIEW/ORIEL RAOIUSTOP EQUAL UTE
NO ANCHORS
REQUIRED IN
FLANGE
FRAME HEAD
A
8' MAX. FROM L,
CENTER OF
MEETING
RAIL
8' MAX FROM
CENTER OF
MEETING
RAIL
9" J
MAX.
53-1/8" TII
52-1/8"1
4
f "SIB
TYP. FLANGE F
(TES-
I
STAN
E
No, uE705
;, yiab.
%j. -.. cl CRiO" ,
A. LYNN h111 ER, P.E.
P.E.# 58705
TABLE 1:
Design Pressure (lbsKe) for Glass Type A, Fin & Flange Frame
Maximum
Window
Height
Sash Heights
(see Figure A, this sheet)
Maximum Window Widths
19-118"
26-1/2"
3W
37-
41"
45"
49"
23"
11911W (Equal Lite)
+55.0
90.0
+55.01
90.0
+55.0
-90.0
+55.0 90.0
+55.0
90.0
+55.0
90.
under 18-9/16 +55.0
30.0
+55.0
-90.0
+550
-752
5
+55.0 57.3
+50.2,
50.2
+44.8
W
37'
189/16 (Equal Lite)
+55.0
-90.0
+55.0
90.0
+55.0
-84.2
5
+55.0 -66.5
+55.0
-61.0
+55.0
57.
over 189/i6°
+55.0
" -90.0
+55.0
90.0
+55.0
-75.2
*-90.00
5
+55.0 57.3
+50.2
50.2
+44.8
44.
under 15-71W
+55.0
-90.0
+55.0
-87.1
+55.0
-73.4
8
+55.0R63
+50.0
50.0
+44.8
-44.
383lB"19.1l4"
157!8°thru193/16"3
+55.0
90.0
+55.0
-90.0
+55.0
-78.7
.0
+55.0+51.1
51.1
+45.9
A5.
(Equal Lite)
+65.0
90.0
+55.0
.90.0
+55.0
, -82.7
.6
+55.0+55.0
, 57.9
+54.2
, 54.
over 19.1/4'
+65.0
90.0
+55.0
-87.1
+55.0
-73.4
+55.0
-63.8
+55.0' 56.8
+50.0
50.0
under 19-9/16'
+55.0
-81.5
+55.0
-72.3
+55.0
-61.3
+55.0
-55.3
+50.5 W.5
+45.8
-45.8
45"
19-9116" thru 22-1/2' 3
+55.0
90.0
+55.0
I -87.9
+55.0
-74.0
+55.0
-64.3
+55.0 56.9
+50.1
50.1
+44.81
44.
229/160 (Equal Lite)
+55.0
90.0
+55.0
90.0
+55.0
-78.8
+55.0
,68.1
+55.0 58.5
+51.1Z+42-
6.0.
46.
over 22-9/16°
+55.0
.81.5
+55.0
-72.3
+55.0
-61.3
+55.0
55.3
+50.5 50.5
+45.820
42.under20-1/8'
+55.0
-71.6
+55.0
-62.8
+55.0
55A
+50.3
50.3
+45.9 45.9
+41.78.9
-38.20-118°
thru 24-1/7 3
+55.0
90.0
+55.0
-82.5
+55.0
-69.5
+55.0
-61.6
+55.0 55.4
+49.34.6
-44.249/16"
(Equal Lice)
+55.0
90.0
+55.0
-90.0
+55.0
-76.4
+55.0
66.5
+55.0 57.8
+50.45.0
, 45:over
24-9/16"
+55.0
-71.6
+55.0
-62.8
+55.0
55.4
+50.3
I -60.3
+45.91 -45.9
+41.78.8
-38.under
20-13116"
+55.0
-67.8
+55.0
59.9
+53.3
53.3
+48.5
A8.5
+44.1 44.1
+40.237.6
-37.150518°
20.13/16"thru255/16"3+55.0
-89.6
+55.0
-80.3
+55.0
57.7
+55.0
-60.6
+54.2 54.2
+49.042
44..
253/8" (Equal Lite)
+55.0
90.0
+55.0
90.0
+55.01
-75.4
+55.01
-65.7
+55.01 57.4
+50.3
1 50.3
+44.9
1 -44.+
over 25318"
+55.0;
-67.8
+55.0
, 59.9
+53.3
53.3
+48.5
, 48.5
+44.1 , 44.1
+40.2
, 40.2
+37.6
, -37.,
under24-15/16"
+55.0
56.0
+43.8
43.8
+41.9
-41.9
+39.1
39.1
+36.0 36.0
+32.6
32.6
+30.01
30.1
34-15/160 thru 3U-1/2" 3
+55.0
-75.0
+55.0
-66.0
+55.0
-57A
+51.9
f 51.9
+47.41 47.4
+43.2
43.2
+39.9
39.'
61"
309/16' (Equal Ute)
+55.0
-87.9
+55.0
-75.8
+55.0
.66.6
+55.0
59.7
+53.5 53.5
+48.7
148.7
+43.9
43:
over 311-9/16°
+55.0
-67.8
+55.0
59.9
+53.3
53.3
+48.5
, 48.5
+44.1 44.1
+40.2,
-40.2
+37.6
37.1
under 2534"
+54.7
, 54.7
+41.2
-41.2
+40.3
40.3
+37.8
, 37.8
+34.6 34.6
+31.3
31.3
+28.9
-28J
°
253/4° thru 31-1/2, 3
+55.0
-72.0
+55.0
-63.2
+55.0
55.7
+50.5'
50.5
+46.1 -46.1
+41.9
41.9
+39.0
39.1
319/16" (Equal Lite)
+55.0
-83.9
1 +55.0
-71.7
+55.0
-64.8
+56.0
56.2
+52.4 52.4
+47.9
-47.9
+43.3
43.;
over 319116"
+55.0
! -67.8
+55.0
159.9
+53.3
53.3
+48.5
48.5
+44.1 1 44.1
+40.2
40.2
+37.6 !
37.1
under 293/4"
+53.3
53.3
+39.7
, 39.7
+39.1
39.1
+36.7
36.7
+33.4 , 33.4
+30.3
30.3
+28.0
-28.1
73"
293/4° thru 36.1/2" 3
+55.0
51.0
+520
52.0
+48.2
" 48.2
+44.0
-44.0
+40.1 ' 40.1
+37.0
37.0
+34.1
-34.
360160 (Equal Lite)
+55.01
-68.3
+51l)1
56.3
+52.1
52.1
+51.5
51.5
+47.0-47.0
+42.7
42.7
+39.6'
39.1
over 36.91160
+55.0
( -67.8
+55.0
56.3
+52.M-45.2+41
48.5
+44.1 -44.1
+40.2
-40.2
+37.61
37.1
under 31314"
+53.3
-W 3
+39.7
39.7
+39.
36.7
+33.4 33.4
+30.3
30.3
+28.0
-28.1
78"
313/4" thru 39" 3
+55.0
58.3
+48.0
48.0
+45.
41.2
+37.9 37.9
+348
348
+317339-1116'
(Equal Lite)
+55.0
-62.5
+50.8
50.8
+46.
45.2
+44.2 A4.2
+40.3
( A0.3
+37.7
37.;
r Tip -to -Up dlmenslons for flange windows shown. For fin windows or buck dimensions, subtract 1".
s Overall sash height. For clear daylight height, subtract 39/16.
3 Size range in the standard Pro -View (3-over-2 configuration) for the given Window Height.
For Overall sash width, subtract 2-15/16" from the buck dimension.
WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53".
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900I
INSTALLATION DETAILS Rift `FIN FRAMES
INSTALLATION
11
OPTION 5
CURVED HEADER
EDGE
INSTALLATION DISTANCE
ANCHOR (SCREW)
THROUGH THE FIN
EDGE
DISTANCE
2X WOOD, SEE NOTE 2, THIS SHEET
I - 1 EMBEDMENT
i
EDGE
DISTANCE r
EDGE `
DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
DISTANCE
EDGE DISTANCE PER SUBSTRATE, SEE
TABLE 6, THIS SHEET
2X WOOD,
EMBEDMENT --�{ SEE NOTE 2,
I THIS SHEET
2X WOOD,
SEE NOTE 2,
THIS SHEET
EMBEDMENT
1/4"MAX SHIM T 1/4'MAX SHIM
6 TYP. ANCHOR TYPE,
EMBEDMENTAND t
TYp, ANCHOR TYPE,
PER SUBSTRATE, 1.465' EDGE DISTANCE 4 EMBEDMENT AND EDGE
36 SEE TABLE 6, THIS DISTANCE PER SUBSTRATE, INSTA
SEE TABLE 6, THIS SHEET.36SHEET. INSTALLATION OP'
VISIBLE OPTION E INsn
HEGHT jl 61 30 STRAIGHT HEADER ANCHC
Il INSTALLATION ANCHOR THROU
11 29 (SCREW) THROUGH THE FIN
I
MU
41 -
DADS API
ExrERIOR INSTALLATION VE1/4" E
/4;
2.751USE EITHER OPTION 7 PROPERI
BUCK LATCH (# 29) OR INSTALLATION
HEIGHT BOTTOM LOCK ANCHOR (SCREW) 1/4" MAX. SHIM
32-35 (#11). TESTED THROUGH THE FIN
37 jlj
UNIT LOCATION:
Ilj I 6518" FROM
II I 64 VENT END. #10 STEEL
II SELF-DRILUNG = --- TABLE 6:
VISIBLE jlj 7 SMS(G5)
LIGHT II
HEIGHT �I 36
I � it 2-11Y
-I� I EXTERIOR G� 2-1/2" X
I I
z-vr• X
43
2254, ALUMINUM/STEEL FRAMING OR STEEL
31 20 STUD. SEE SUBSTRATE PROPERTIES, #10 Ste
5 TABLE 6, THIS SHEET.
NOTES
1) USE ONLY SUBSTRATE MIMIMU
r 1/4'MAXSHIM •,1f 11!;i ,
1i APPROPRIATE ANCHORS LISTED
ON TABLE 6 OF THIS SHEET. _�� �nti;Y .'yNiv /y" �:,
TYP. ANCHOR TYPE, FOLLOW EMBEDMENT AND EDGE ��:��.•'�Ei...,Yee
ee^
EMBEDMENT AND EDGE EDGE DISTANCE LIMITS. ANY
DISTANCE PER SUBSTRATE, DISTANCE INSTALLATION OPTION SHOWN
SEE TABLE 6, THIS SHEET. N MAY BE USED ON ANY SIDE OF THE #+�'• u%!%L'S
EDGE WINDOW. p
DISTANCE
INSTALLATION 2) 2X WOOD FRAMING OR BUCK,SiZ
OPTION6 EMBEDMENT 1-112'THICK OR GREATER. ^ - 5 S7_
INSTALLATION ANCHOR ..': -.'%^RID"
(NAIL) THROUGH THE FIN
2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT 1 -� • • • •' ,Ci
'��`• > t.. "1-�•
(ALSO REFERRED TO AS DAYLIGHTOPENING) IS
VERTICAL SECTION D-D BEADING TO BEADING. FROM A. LYW4 IAIU.ER, P.E.
P.E.#58705
TABLE 7'
Anchor Quantifies Required, Flange Frame
Maxine m
Window
Hei W
9
Sash Hekw
(see Figure A. this shoat)
Maximum Window Width'
19-1Ar
26-112•
33"
37'
41•
GmupAjG=pBjGWupCjGmupAjGvoupB
Group C
Group A
Group B
Group
Group A
Gmup B
Group
Group A
Gmup B
Croup C
Gmup A
Gr
z
E
m
f
�
m
o'
E
m
�
m
a
m
K
�
m
o'
a
o
�
m
o:
g
a
fe
�
m
m
a
e
K
i
�
m
M
m
z
g
�
rc
A
e
¢
E
m
o:
2
¢
m
rz
'2
rr:
m
z
¢
E
it
E
z
2
m
E
m
2
2
IN
E
i
m
m
23'
11-9/16' (Equal Lfte)
2
2
2
2
2
2
2
2
2
2T
2T
2
Y2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2.
2
under 18-9116'
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
37"
imle• (Equal Ute)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
3
3
3
a 18-9116'
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
under 15-7/e'
2
2
.2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
3
15718'thm 111 Jeri
2
2
2
2
2
2
2
2
2
2
2
2
3
2'
2
2
2
2
3
2
3
2
2
2
3
2
3
2
2
2
3
2
3
��"
19-1/4' (Equal Lite)
2
2
2
2
2
2
2
2 1
2
2
2
2
2
2 i
2
2'
2
2
3
3
2
2
2
2
3
3
2
2
2
2
3
3
3
oier 19-1/41
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
under t9-0f16'
2
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
4
10-9116- thm 22-117 3
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
3
3
3
�•
22-9/1s- (Equal Uta)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
oter22-9/18'
2
2
2
2
2
2
2
3
2
3
2
2
2
4
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4(
2
rnder20-1/8-
2
2
2
2
2
2
3
2
3
2
3
2
4
2
I 3
2
3
2
4
2
4
2
1 3
2
4
2
4
2
3
2
4
2
4
2o-1/8" thru 24-1/2 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
4
3
3
2
3
2
4
3
3
2
3
2
4
3
3
49•
24.9/16' (Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
owr24-9/16•
2
2
2
2
2
2
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
12.
3
2
4
2
4
2
3
2
4
i 2
under2o-13/16'
3
2
2
2
2
2
3
2
3
21
3
2
4
21
4
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
2
4
20.13H6' Ihm 25-5118" 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
3
2
4
3
3
2
3
2
4
3
3
2
3
2
4
3
3
565/8"
25-W (Eq.1 Ute)
2
2
2
2
2
2
2
2
2
2
2
2
3
3.
3
3
2
2
3
3
3
3
2
2
3
3
3
3
3
3
3
3,
3
Mr 25318•
2
3
2
2
2
2
2
3
2
3
2
3
2
41
2
4
2
3
2
4
2
4
2
3
2
4
2
4
2
3
2
4
2
under24-15/16'
3
3
3
3
3
3
4
3
3
3
3
3
4
3'
4
3
3
9
4
3
4
3
3
3
4
31
4
3
3
3
5
3
4
34.1511a. 1hm 30-1/2' 3
2
2
2
2
2
2
3
2
3
2
1 2
2
3
2
3
2
3
2
4
3
3
2
3
2
4
3
4
3
3
2
4
3!
3
61'
30.3/16' (Equal Ute)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3'
2
2
3
3
3
3
2
2
3
3
3
owr3Wlb'
2
3
2
2
2
2
2
3
2
3
2
2
2
41
2
3
2
3
2
4
2
3'
2
3
3
41
2
4
2
3
3
4
2
under25-21W
3
2
3
2
3
2
4
2
I 3
2
j 3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
21
4
2
3
2
5
2'
4
253/4" ttuu 31 10 3
2
2
2
2
2
2
3
2
2
2
2
2
3
2
3
2
2
2
4
3
3
2
3
2
4
3
3
3
3
2
4
3
4
63'
s191t8° (Equal Ute)
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
2
2
3
3
3
3
2
2
3
3
3
3
3
3
3
3
3
ow 31-9116,
2
2
2
2
2
2
2
3
2
3
2
2
2
3
2
3
2
3
2
4
2
3
2
3
3
4
2
4
2
3
3
4
2
under 29314'
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
2
3
2
3
2
4
2
4
2
3
2
4
2
4
293/4" thm 36-1/2' 3
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
4
3
3
73•
36-9/15 (Equal Lit.)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
2!
2
2
3
3
2
2
2
2
3
3
3
3
2
2
3
3
3
o�er36-aids"
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
3
3
2
3
2
2
3
3
3
3
2
2
3
3
3
under 3lS/4'
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
342
3
2
4
2
3
2
3
2
4
2
4
78'
313/4' thm 39' 3
3
2
3
2
3
2
3
2
3
2
3
2
3
2
3
2
1 3
2
3
2
2
3
2
3
2
3
2
3
2
3
3
3
39-1/18' (Equal Lite)
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
2
2
3
r3
3
1 3
1 2
1 21
3
3
3
Tip -to -tip dimensions for flange Windows shown. For buck dimensions, subtract 1".
2 Oterall sash height. For clear daylight height, subtract 39116".
3 Size range includes the standard Pro -View (3-mr-2 configuration) for the given Window Height. 4' FROM
"MR" refew to "Meeting Rail'. SEAM
For overall sash width, subtract 2-15/16" from the buck dimension.
WINDOW HEIGHT -SASH HEIGHT CAN NOT EXCEED 53". WI
1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION t
ON SHEET 1. DIMENSIONS SHOWN ARETIP TO -TIP. /
2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. R
TH
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH T
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
Item
#
PGT
Dwg. #
PGTPart #
Description
1
2703E
62703EW
Flange Frame Head
2
2751B
62751BW
Flange Frame Sill
3
2781
62781 W
Flange Frame Jamb
4
2713
62713BW
Integral Fin Frame Head
5
2714E
62714EW
Integral Fin Frame Sill
6
2782
62782W
Integral Fin Frame Jamb
7
2706
62706DW
Sash Bottom Rail
8
2707
62707CW
Sash Top Rail
9
2739
62739W
Fixed Meeting Rail
10
2709
62709CW
Sash Side Rail
11
2740B
742740AW
Sash Bottom Lock
12
2785
62785W
Sash Stop
13
134
66615
lAddon Flange
20
1226
61226DW
Vinyl Bulb, Flex PVC 70
21
1662C
71662CW
Head/Sill Gasket, Polyethelyne
22
1270
7PAD118
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rail Plug Gasket, Rigid PVC
24
4066
64066G
Wstp.,187 X-230 Fin Seal
25
2784
72784W
Sash Side Rail Gasket, Polyethelyne
26
1078
7121UM
Balance Take-out Clip
27
Varies per Size
jBalance
28
2711
42800W
Sash Cam, Nylon
29
1096
71096W
Sweep Latch, Zinc
30
1016
7858WW
#8 X.625 Ph. Fl. SMS Latch Screws
31
1267
71267N
Setting Block 118" x 1/2' x 1", EPDM
32
See
Sheet
7 for
Materials
Kommeding 4SG
TPS Spacer System
33
Quanex Super Spacer nXT with Hot Melt Butyl
`Q—F
Quanex Duraseal
35
Cardinal XL Edge Spacer
36
Sash Bottom Lock Spring
37
Screen Cloth, Fiberglass
38
Dow Coming 899 Silicone Glazing Sealant
40
1625
61625E
Glass Bead (1/8" Glass)
41
2719
62719B
Glass Bead (3/16" Glass)
42
1263
61263B
Glass Bead (114" Glass)
43
1253
6VT48B
Glass Bead (I.G.)
50
781 POA
#8 X 1" QUAD Pn SMS
51
781 PSTX
#8 X 1" Sq. Pn Twin Fast SMS - 410 S.S.
52
1184
781LHPQA
48-15 x 1 LH Twinfast Screw Zinc
53
1186
781LHPQX
#8-15 x 1 LH Twinfast Screw Zinc (S.S.)
54
78XI PFTFUA
#8 X 1" Ph FI ulcut SMS
55
78XIFPAX
#8 X1" Ph FI -Stainless Steel
60
1/8" Annealed or Tempered Glass
61
3116' Annealed or Tempered Glass
62
1/4" Annealed or Tempered Glass
63
V8"-114" Air -1/8" An. or Temp. I.G.
64
1/8"- 3116" Air - 3116" An. or Temp. I.G.
.062" .500"
says'
OFLANGE FRAME HEAD
6063-T6 ALUMINUM
2.056"
rA50"
n
.975'
1.125"
L
2.1
3.225"
OINTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
.06T
W1.582"
062"
1.010'
OFIXED MEETING RAIL
6063-T6 ALUMINUM
.050"
500' —
C
.062"
.050, —r
1 .926'
10 SASH SIC
6063-T6 A
'' ail LYi�li'•' ;��. 4,
. 1l rFA.,� _
OFF
A. LITWMfLLkR, P.E
P.E.#58705