HomeMy WebLinkAboutNOASCANNED
BY
]MIAMI-MDODE t. Lucie County ML4JVH-DADE COUNTY
Em � PRO ]DUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMTc 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.govleconomy
PGT Industries, Inc.
1070 Technology Driv
North Venice, FL 34Te. FILE COPY
SCOPE: f e�;—z V"', t +0-- t t3 I ( — 49 --f '3 ��—
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submittedhas 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 (AI-D).
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.
DESCRIPTION: SeriesTGT" Clipped Extruded Aluminum Tube Mullion — L.M.T.
APPROVAL DOCUMENT: Drawing No. 6300M titled "Impact—Resistaut Aluminum Tube Mullions",
sheets I through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, 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.
LA13ELMG: 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 thejob site at the request of the Building Official.
This NOA revises NOA# 16-0218.03 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge 1VL Plasencia, P.E.
NOA No. 17-0630.01
Van= ExpirationDate: May26,2021
Approval Date: November09,2017
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 Mullions7', sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, 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 thru 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 ve�dfication calculations and structural analysis, complying wiffi FBC 511
Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
I. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
sencia, P.E
Pro net Control Unit Superviso;
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6'h Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial intercst� dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.L, approved on
04/14/16 and expiring on 05/26/21.
Jorge :M. Plasencia, P.E.
Con ll�nit Supe
P duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
E-2 Approval Date: November 09, 2017
FIGURE J-
MULTIPLE
MULLIONS
BUicu. I /,
A THRU 0;
SIfETa 2.
REQUIRING
IS �2-
�s MY
�nW.T,,E
SYPSI.
L-S�t- :-�—L-T
U..
ADDITIONAL EIIAMPUES OF MULL CONFIGURNTI�N_9.
r
T- r 7j
FOR
L
SINGLE MULLION SINGLE MULUM
CODES /STANDARDS WED:
:M!7FLORIDABU(LDlNG0ODE(FBG OTHEDMON
20 4 FLORIDA MEDITTON
-ANSVAF&PANDS�2015 FOR WOOD CONSTRUCTTON
.ALUMINUMDESIGNMAt4UAL.ADM�015
-AJS1 131�12
-AISC3(XB-I0
t--wmmwuu.mw --- I
GENERAL NOTES,
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. AN�M SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE
FIRIESIFARON PROCUOT INSTALLATION. TYFIDAL AI'PLIGNTIONS ARE SHOWN. EACH SITLATION IS UNIQUE AND SHOULD BE
EVALUATIR) BY AN EXPERIENCED INSTALLER FOR THE BEST N3TA.LATION METHOD. OPTRONAL IX OR 2K WOOD SUM IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ME TO BE DESIGNED DYOTHER!L
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL Pa�FORMA1,2CE OF THE MULLED UNITS. MILT110AUS
HJWE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTAMIED TO THE MLI.J.1ON MIPS. SIM SHAU-
NOT HAW A � OF MOM THAN 114- FROM THE UP.
3) THE MCHORhGE METHODS SHOWN HX�E BEEN DESIGNED TO RESIST THE WINDLOPDS CORRESPOND11,10 TO THE REQUIRED
DESIGN PRESSURE MULLIONS ARE CALCUIATED TO DEFLECT NO MORE T-KA11INS0. THE M STRESS W,DM%SE WAS NOT USED
IN THIS ANCHOR EWkLUATIONI. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE Ev%LUAIRON OF WOM SCREWS.
4) PROPER SEALING OF ENTIRE AS!IEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE � OF THESE
iNsTRucTims.
5) WE THE COMBINED WIDTH OR HEIGHT OF ONLYTWO =ACENT �ESTRATJOIN PRODUCTS M DETERMINE PRESSURES AND
MCHORNGE FOR THE DDMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. MR MULTIPLE UNITS, CONSIDER
ONLY TWO AD,)ACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSUREAND THE LOWEBT DESIGN
PRESSURE OF MULMS MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY
6) WHEN FINDING YOUR SIM IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NW SIM SHOWN ON THE TABLE(S�
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCOO. WOOD BUCI<S BY OTHERS. MU�
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RES�ANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTIED AS REQUIRED TO P�
MAORONS.
8) REFEMAIM TEST RE]MRTS: FT,,I1443; ELCO ULTRADOWAGGRE�GATOR NONE
9) MILLIONS AND MIPS HAVE SEEM DESIGNED A TESTED To COMPLY WITH THE REOUTREMENIS OF THE FLORIDA BUILDING
CODE, AND AREAPPRON42D FOR IMPACTMD NOWMPACT APPLICATIONS. MUU-IONSAREONLY TO BE USED WITH
MT�RO�MMMnONPROMCnM�6��MV�
....... LLJONSARZINODMPLIANCEFORUSEWTHSH�
11)�OFMIMW"'NAMMVMEMUILM��LYISMU�PROMM�T�WMMDO�NG
WiD�EIGWOF�CHINDMDU�MUUIONWWU�W"7YE�Ul��S�WISNOA�
INSTRUCTIONS:
1) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LBVFTI) FOR THE OPENING USING7HE ASCE-7 STANDARD.
2) CHOOSEA MULLION TYPETHAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAAIE DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOk0ING IS 'REOTMGUl.AR7 OR
;�5X&MX.W4�SP9C8--" 3
2 X 4 X M MULL SPEDS.-- is
lMXLlIX.I2dMUU.SPEW- 18
30-X3ZBAYWU.SKOS--I9
�XJmmYmU-sPEGS ..... . m
4) FIND THE CHOSEN MULLIMS MULLION CAPACITY (LEISM FROM TABLES IN THROUGH IM ON SHEETS 6 THROUGH 20 RESPECTIVELY. USING
THE MULLION TYPE. LENGTH AND OPEI,RNC WIDTH OR HEIGHT (OEMVDING IF THE MULLION IS SPANNING �TICAU�Y OR HORIZONTALLY). THE
MULLION CAPACITY (LBS�N OBTAINED SHAUL. MEET OR EXCEB) THE DMGN PRESSURE REQUIREMOTT (LBSN'm FOR THE OPENING OBTAINED IN
STEP 1�
6) FROM THE SAME TABLE USED IN STEP 4) ABOVE� FIND THE V�E IN TH2. NEXT COLUMN ANCHOR CAPACRY REQUIRED ILES). THIS VALUE
MPRESENTS THE WNDLOAD TRANSFERRED TO THE SUBSTRATE BY THE MCHORS AND MUST BE MET TO ATTAIN THE FULL MULL!UN CAPACITY.
6) FROM THE MCHOR CARACHY aESI TABLE 0.4 THE SAME SHEFT AND WING YOUR ACTUA-SUBSTRAW CONDITION (MULTIPLE
MWORISUBSTRKMANCHOR-CLIPPATTERNMAYAPPLY) S��MM�OR�PA�MD���7�E�Ul�MC�R
CAPACHYISMET.
MULTIPLE MULLIONS 7)[F�MUUION�PAC�(M&MOBTXNEDIN�ET�ISHIGH�T�THEDESI�PR�SUREREQUIREM�(WSA7`I FORMS
OPENING, YOU MAY UME71HE"ANCHOR CAPACRYADJUSTBIENT FOWULA� TO OBTMN THE LOWER MCHOR CAPA4DUY REQUIRED. WITH THIS
V�U5AWWERMCHORC�AC"OPTIQNMYBES��OMR�E�ESMS�TE
8)lAIBRIFYTHE DESIGN PRESSURE RATING (LBSIM FOR THEFENESTRATION PRK)DUCTTO SEUSEDMOCOMPAREWITIHIRIEFINAL MUWON
DAPACW JLG�) OBTAINED FOR THE MULLION SYSTEMI. THE LOWER OF THE TWO SHALLAPPLY MR THE ENTIREMULUED FENESTRATION
PRODUCT ASSEM�Y.
9) HIGHLIGHT OPTION USEDAND TABLCVAUJES USED IN A SPECIFIC APPLICATION WHEN WING THIS NOATO APPLYFORAPERMIT.
PRODUCT REVISED
I th Me Flodda
Bull I.SMI"
... 17-0630.01
Ne. 5670
DETAILA�' OIL'
MULLI �NAT A EDTO"1,X BIJ��
C U
MULLION TO 2X WOOD SUCK T CH
OR WOOD FRAMING WOOD E AID
(STANDARD CLIP SHOWN) AWACHME9
(OFFSET CUP SHOWN)
z
=T�
E�
SIDE VIEW z �o
All 0
EXTERIOR
Fm 0
ZY
ANU4.n
I R
'141— 'Z
., ;.:" , , , SIDE VIEW
FRONTMEW
INSTAUL&MN NOTES,
I)ANCHOREIABEDM �TO�E���S�DEBU�DWAUD�IMGORM=.
2)QUANMOFMC��MDM=l�SMSHOM���FMM=C��S�ATION
ONLY. SE=SE THE ANCHOR WAOITYIS BASED PARMY ON TH15AN�ORTOM�R DISTANGE� THE
��Q��MDW�nONOFMCHOMMUSTSEFOUO�.�TO�TABI"ON�E
FOLLOWING SHEETS. FOR DETAILS A-D, EITHERTHE STANDAJ� OR OITSET MR MAYBEUSED.
3) ANCHOR HEAD �E MAY BE PANHEk[), HEXHEAD OR ��HEAD.
4) WOOD BUO� ARE OPTIONA� SEE DETNL C, SHEET 3.
5) FOR IdiASONRY �UGNTIONS IN NMI-DADE OOIJNTY. USE ONLY MIAM�DA]315 COUN��ROYEO
ELCO ULTRAMN OR ELM IW S.S. AGGREGATOR MASONRY MCHOM
S�M=13-1313
�.p
BYMEW.
.4% SEENIMI.
141417101C�.�..
FRONTIAEW
PRODUCT REVISED
M. R.fid
ftpl-ti-�P.WOS,26/2021
S ATM�
"11%, ".. I ZORIDI'.." �N
Is,
7014AL
XLY UR, P.e.
DETAILC,
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CUP SHOWN)
MS=
KT�D BY
I
M �00
MaDRS
RIOR
ou.
FRONT MEN
SIDE IAEW
INSTAUATION NOFES,
1) ANCIHOR MBMMENTTO MSE MATERIAL SHALL BE BEYOND W� DRESSING OR STUCCO.
2) QUANTRY OFANCHORS AND MULUON SIZE SHOWN ABO%EARE FOR ACTD� REPRESENTATION
ONLY. BECAUSE THEANCHOR CMAC� IS BASED PMTUY ON THEANUKOR TO ANC�OR DISTMCF, VE
CORRECT Q�TYAND LOCARON OFANCHKIRS MUST BE FOLLOWED, REFERTO THETABUESON THE
FOULOWING SKEUS. FOR DETAILS", ERRiERTHE STANDMO ORORFSETCUCMAYBE USM.
3) ANC�OR HEAD TYPE IVKY 09 PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUC� ME 0�10� SEE DETXL 0. THIS SliEET.
5) FOR MASONRY �PLICATONS IN MMI-DADE COUNTY, USE OMY M;�MADE CCUNTY�PRDVED
�00 ULTRACON OR ELCO IW S.S. AGGREGATOR MASONRYANCHORS.
FIR NT
EXTERIOR
. DETAIL E:
MULLION TO MULLION
INTERSECTION N�:
(U-CLIP) 1) MY BE INSTAU-ED IN �W OR 'CROW'
INTERSECTONS.
2)MAYBEINSTALLEDHORWNTA-Ly
(SHOWN)ORVERTICA�Y.
3)SEEU-CUPDRAWINW.�Tl-�
TOP %nEW FOR CORRESFUNDING MULLION.
FRONTMEW
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SH
t:5>
XTERIOR
- T.
T
SIDE lAEW
NOTES:
1) FOR �WOOD�BACKED STEEL STUDS, WOOD
ANCHOA%%I.IJSSMAYBE�.
2) SEE CORRESPONONG �ON TABLES.
S� 5-20. FOR OUMTITY OF �
SIDE MEW,
Tj
PRODUCT REVISED
...... I&N �o 0. F��
17
-0630.01
N.. W?us
DETAIL F.-
FIELD-MODIFIED MULLION CLIP
(F-CLIP)
SWDET�S�
�S 2 . . . TQTT��
Towm..�
SIDE \A
Ll?
.EXTERIOR
DETAILG:
ANGLE MULLION CLIP
(ANGLE CLIP)
TOPMEW
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
IIIIIIIIIIIE.
PRODUCT REVISED
ascompi Ith a. m.rIft
1 -0630.01
Buildin 97,
140�0. 7
ftpimtlon D.15 95126/2021
WO�,STEEL. STA�O WP TO 82 EXTEZRI By
=M.cmm� �OOIRED�. P.d..t C..tW
(D
WTO,ODOOI�—
mumcwm..w /I
I'm
..............
NOTESRORINST�TIONOPTIONG&H otk�.LY
DOT� (2) ... ... Mv "',
FDA�
1) U3152MME MIPS PERM�ON ENO. MIPS MUSTSE WOOTTED WSIDE OFMLWON.
z
NOTES FOR IN ON OFTlONS F. 6 z NO. SB705
2) DETML Q BEV TABLES ID-14B FOR MCHOR QU�SMD SHMS21-M MR MLE
1) DETAIL IS NOTA?PLIMUE FORTHE BAY OR 1W X2.11' X.127 MIJUJON. LO�Tlms. , �m
2) SEETABUES 10�138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE UOCAT!ONS� 3)D�AILH:SEETABLMISORIWFORMCHOROUMWIUMDGHE�nFOR�iO�* ;7-.., :z
0..
.. z I
MWIONS. ATE
3)TNE�WPISNOTSUjffABI_EF0RTH03APPUMTI0N. AZORION...,
AL"
FL
mIdid ca; �7&1~-67
lx2x.125
�g
I
uft
iu�v
M-Ouli
01"
h
J
all
m
1
111
1
1,
11
IRI'l
saw
"I
I
�h
111.9
4U
In$
=
W
IN
1166
=5
N 0
40
!S12
'N"
I L11.
IINA
16io
RA
312
W
�
N.4
312
.4
-:R-
5
.12
T
770
-:w
Z!
312
61.112"
37.6
312
1 ItO
I M
3121
312
M.0
I M
Wi
IMI
ft.
m
WMIn
10.2
1 2SI
17U
I Z4
02
-;F
1
77
—
M
IUI
ni
W?
=4
U91=11241=1
0.1
m
31.9
201
all
210
2U3
III
�3
Z9
In
mill
03
21,
X.0
a,
3
IN)
Nin
247]
M
cm;
X,
.A
"'J'luj=
XT
WA
1.
-;.
2,
�l
1.
%.
247
".1
Im
ICA
N,
X,
Lo
wh
w
I"
o
IN
Im
h
m.,
I.
V.
1.
X3
In
=A
1.
..o
I.
nt
M
21.0
1.
m4lq-4—
Rib
Is
I"
IN
-L—
—
—
rlSu
iPI28.
.12�
2
4..
w6w
I "lu
4;Z-
W.
I
RA
N�
NA
I=ft
m
�A
A
-�-
1
2
1E
A
4u,
NOTE' FORTHEOFFSETCUP. USETHESAIV!EANCHORFAI
FIGURE 1: FIGURE 2: TABLE NOTES:
1)6EE 8 %1�F0�.!NM=ONS ON USING THETASU� AND SHEET Vi FORANF�IX>N .4 LOAD"'.
E , , , , E01 INSTAU-AIRON MMODS.
2) LINEAFt [NTERPOLAnON BETWEEN MUU. LiNGIRS M=R OPENING WIDTHS IS A!10WASU�
FIGURE&
USED IN PAIRS
FIGURE t
3) MUU-ION AND MULUON MPS SHOWN ARE NOT TO SCAUE. FOR EXACT DIVaSIONS. SEE SHEETS 21-n.
HOUS TO BE DRlU.ED IN THE FEUD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-n
FIGURES SHOW SUGGESTED �ROXWLAT15 H� �TIONS
4) SUBSTRATES: CONCRETE S� CONFORAI TO ACI WI SPECIFICATIONS. HOUQ)WMD GFOUTFII I m
MN�BLOCKMU(WU)S�MNMWM��
�OWSO�4PINE�MSGOFGM.�UMMUMS�BE�TSMDUCAMNIMM OFJ2F
THIM STEISSMDS TO SEA MINNM GRADE NIAND.� THM(IS GAUGE), STRUC� STEEI-TO BEAT
L�ST.I�THIMMDAM.�MCHORS�MU&S�L��DATL�T3S���B�OM
ANGLE CUP MST BE
FIGURE4: FIGURE&
THE"MRjAj_ 010 & II12ANCHORS INTO MOD WY BE STEEi- I" SS. OR410S.S.
�'- Y-X-V�.
PRODUCT REVISED
. --,= Hh �u Fl�.
Build, .
... 17-0630.01_
E,i.ti.. D.t. 0512612021
No. S8m5
ow
�IXJA
RJR
RJR
ij;ji
I
� �Ji
l�Iq
15
AIR
N
1 5
jij�
�I�
�ji
R
I -JE
R
g
a u
R
&It
4 RIZININ121
1 1.
- Igg
&JAIA
aj;j;
21,91"-I�ij
I q
A DJAJ�
5 13
1; 1 g
I
I ; N
* 0
am 0
D5
.E.d
0
I
all
ks
9
a
ad
NO
u
P
29H
nN
R252H
ill
gu-g2op
0.9
WIN
0. ZS,%
8 5 F
MEE
'13aHS SIHI s3z,�' I—O—NTL _L16W90
mu.. Sud r
96 �4
SNOI I 111R �UIMMINJRII iV�VISJUBULOVdV41
O�MS�Ib� �Nl's3�snON1104 AM
0 M-ffij--
Eli 110121 1 1
N ni"I"I I F
4 sit 91�1�1 I I
ow.
]A
5z
13
2
a
Uhl
6s
LIMP o
2 —2 'g -0
>
0- 3,:
-zo
12 Ozm .,.0
Z-
2
S
z
;I; Njj Iz I.T gl�
PIS
a I n I
p
�, �,gw
0A
5 Elu ils iilg
9L
ON LVGL190,j imsmos%�..r
M"ft (".) 3
I.Plowvu
U�- 1
VIN WN ....... w.
qj.Z
III In ubu x
SNOmnvi asa mmmiv -LwLsissu Z..,
-Mvdwl !3iE
S R 0: Z
0
P-*- all z I a I
i212
�.P�
.0
2 f
9 R RIO a 5 R F
3:
00 � W� �
AMEN,
gas -A F
gMa 0.
-�d U. 9
-JQj; H9 Mq�gw-�
12
(Wop� R tI a 0,
.66 Z. na Z- 8
R F PgOM
I a A A R n =2 ungxz
zz 5 � I � g
S-, 2.
R t R 6 oz zz.
w -M EZ:
z5ZOgRE o
S L - - - - - - -- -- Q .
�z
ow 'o
p
gig !
RIO p a A I R
a I 1 9 a flE a RJR R p
all,
s �l
go
1H.L SM ON LVOU90 J>jSfA()sqp r
u r
VIN�j v,,,M
AdVIIIIINS XQZL'P.X-,
SNOmnw aam vinNINnIVINVIS1 2
8
10
XR
R a I a §lilNl§lgl%lgln 0 is
q.vR-
-.a f
E N &
if i VIRWNI; 3
s
W lag 51 RR
n WAS
6r goffli
!-k E !K!� gab
'm MW
ON
-�m 5 a E I Ell g g ii 5 a R A 60 op
A "ft,=3m, -g
m&.� - -a
&ks B A 2 �2k
E F s 9 Zz
El t3 2 wo R
— — — — — — -- — — 0 z!Eg
V= R Np R 9 a F! I g A A 20 0 .0 ;k
- g 0 2
A If g 0 �z aw,
WES.
HUN
9 k I a I �JIJSJRJ� A a R A
:411 0
02
=0 H is
§ a a I R sl§lnla 5 N 1 01 54A
ei
Rg mp
5 A g 1 k a i 11B R I S a a SSW
bb
Oa
00
a R a I
El
-Liz
- m
w 6
Q Q -10.
u Y �jij;j1jqjgTV
.8
2i
- - - - - - - - - -
1 !1 i a Ej� gig EIN a V
I E ell I I sc g, I I I
g 111EIg gig 8 1 RIE11
9 2 9
I Ng
6 g 0
g
g I b1i �111@111gjg §Jgjmj�
c
G
2 -- - - - - - - - - - -JE
829*9�1 ��4- 19
g2fygog 0. R.
62z p
KjgjAjAj�j§j1jgjg n g121u=cV 9
!W4
00
Is Rjijjj� I
H 0 If �j 41 gI El gisix1l I
.9 20 � m� 2.0
9.m Ej E 9 2
= I
90 � a t �
'p j� � , - a & N -
0 4 *jg g I yjgjfl--�" A
6. KT c-5
F 51 E I �Jgjijjj'�
.M�po
.—� � * _T
mj�jvjgjs R 11 al a 2 gI §1 �J—c;;�77
71 1171 It MITI I -In I
WN
G O� mo
'N
�En
r 0
F: 5
'o 1E q lj�
t x mo
0 0 if
B4
!b F
H
FgE
0'A
.......... . 41�"'
'10
u, Tr___
a 6 fm IMPACT -RESISTANT ALUMINUM TUBE MULLIONS
0 B;op�-
a I X 4 X. 125 MU LL SPECS
N/A N/A 6300J� �10�25
_N6S9WSK1 —c m
p I IV, .. ......
812911
jWbs0WSKI r-06fism GES THIS SHEET. _m� _W��
MuMnM
F
a ;go (1
G , P
99
P P WiliNI5
R I Ell 015W
20 0 w
g1l s
M-
- - - - - - - - - - A 1 E 5 i
6 41 =9 �IiNN
2004 g Z, - - - - - - - - - - -
2�2
3M2 E I t�� E i tiM E F
� k, - - - - - - - - - - 0
*0 Hai �m 0.- E ONE 1 1 il 51
zo .0 mmgA%-- ---
0 O� z X� x
,R;g . C
g 0. 0�
'.0
>
0 X
- - - - - - - - - -
-.Czs 0.0 m o o
.0
tF - - - - - - - - - -
1� �.lg1!1m*.1a1gj0jz RIO 0 0 U—
d"MI,
M-0 . . I I I I I I I I I
4jAjm*j§lRlg �91 m= g1l g K I =M= �P)
4 0
o
. 8� Max im
PENP 02. 1121
c
0 m
"a
P =d
0
m
Eii - - - - - - - -
RW�
max
........... 1.1,
0 CCMI�CWV PWWDUMa.w� �RIG�RES�
0
in
'm .,,IMP -ACT -RESISTANT Al I IMINUM rUBE MULLIONS
I X 4 X.375 MULL SPEGS
s NI
m 0
2 QbSQWSKI 1-08/291111--*' c
jWbsOWSKI 176119117
WWRID Imsmosour
u
Lit
SD3dS linn q9z x u9v 9� IN
W.
SNoninw-3uni-IVINVIVI -.L 2 2
V4nNlWn
0...
00
Otit P
'0
0
0 MW
0 92
i�flp�gR� T
7�7—=
AMB4 9-h
9WIMO II -, Mgid
i a a
Rig
AM WEHHO
9,; 9H RHO.
OR
- - - - - - - - - -
Ail -:j .5
7 �151* ---Zi — — — —
! 9 R w x �Wiq
'16 1 0 W�
?z 0
iti
HENN
" � g
MW
T T 8
9 H-�
;13-1-311 An IR ;1;1 1 1 g8 .
-m'-Q M�
ZRP Hfa-�.p
4p.= - - - - - - - -
zv-
JIM nwz
9 A
z
g 1 0
0
m �zz
-0 ET R
- - - -- — -- ------
ANA
R all I
(wll - - - - - - -
; UM
Is 9 V R 9
'MMIM
Im
a 0
G s is 'g
=HS SIHI SSE' :1 ON ZV%
/90 DISMOSQM r
MZ/90 IASMOSOH r
Aa� �V= ua .... N-,t�
VIN VtN
Pr.-
V of
SMIdsimn ou, xsz,6XSZ1 -A�
SNOjiinvg3i3n.LVinNlVinlV.LNV.LSIS3H-.LOVdiNii. w z u!
z
0.1 ....... .",e,
* pfkq ,,
0 Tz?,.
0
�ER�Iqp-� I-
092.
0
REM
0
ZL
n id
A&M
ORR
4N
-Z�
.0
O� �O�,
-Z
up
�q 0 0�
— - - - - - - !R on u
alijilgIR �JR t; m
p al
B 00.0 Z.O.
2 2
- - - - - - - - - - - - - - - - - - -
0
o
0
0
v a- 02-. o
0
I E All Ima R a 9
0
a u 9
Z
- m
E RINI- t R
Aghg 4
a R z
IL
UN S �SIHL S31 TO—N
==Awl INSPAOSO r
..........
K urooeg V/N VIN
S03 L
v-i.s I i a b
SN011111
V� 321 IL 1—IM—Ni—M-1V 0
, �v
00 .............
'mil00%
6 �EZNN..
\ omi
111MOMM, �,4
ME
xg;p 16,
2e- - — - - - - - - - -
BABB
MEN
— — — — — — — - ;_ 2 SIR
2 R 9� Eli
BSA
_1 !!
�q UQ a
pp� 1; o i z - 8 Z�.
(wh,t, n 8 - a -
-IN" 3
l5t
as r,
Pool
�d. 0
5 5 Ila
ER21.
n 2;
gj�14 all - - -
------ KEW
ORJOR
tIN I Ma ..p
M,4
Z. u 0
2 -IZ
MIR
-Isle u R p �b�gffi A
Ig 02 gM,
A
w ffl .2g�Fo�
5 (�Q q - - - �=. Hg65-.
�Z ROO q
(tv 1�� Is
all all glE E R i
5 :12 ;I� Z
Ii R 2 a a R Am's
12, PFF5 94
R , N
gii = i� 6
T--___99 M . .
z1*1* sk R R
2 i -SIR
Ms;.
dq
,t
2
91
t,&o. .%,n
'1-3'3HS SIHI SBE, :ON LWOW90
..I
Ll ASMOSMI r
'droon VIN,.j VIN
�.j
0
0
o
03 Z.- 0
� 0 , .. A.
�3dv iinvi vzu x P64c X sz�L
SNOiiinvy BSM WnN[VYnIV 1NV1S1SSU-10Vdi?J1 w ri
i 6
N 'q L4
Mo �'4. S! 0
J
�n� svoN iw d ZMCNDJ�
c
" "".4c PRO
0
HOME
;Zjl.OME] I
�qE�Z' Xs
ps�'H�E�
5
R
q 2-P
�-Mnyqu'o
J MMM
1p.d.3
-a
-- - - - - - - - - - WE
0
19 MAE%= 2
51 4 3 O=
�.; Or
Ow Iff
41� MAE BE
n MIM
20� MgOV
0
A nil R v 9 8� A 9�§�S
0 Z' 3 V R - - - OR.
W.0 i 51-- ; 0 w 0
'-S-. O<n�K-;
-Es
Z�o Z— -E<-
zo 6 7 8
0.
z �2
DO .9
Eli F F M 6: 1 p '6
a
v
-zu EISIER
0
FIE ;1; Rj;I;I; zr 6
r (6
1�-� Am
9 -916 Rig A15 E n t 2 .;;
uO
OM
0 0
E 13 "U.'(=
--Ig RIO 11� R 4 A a I i a 3 A OHM
A �-'%N@Mal
3 gig gig g gIRNIMIni; I i d
W� gla 314 u �Iulnj-pl�*Jss 3 a F.
W-�-*-P�
Ma
1-0 �M I R
= - = v R a Q I
0210; 111 2r 1 -9- -2 1 a
MIZ% *1=1* -13 R
F Mp
Ff.' a�ml pigigigigl0l; -
-1-MME1- - -
p
-IPIPI-g gWIR R I I i
-,IFlr
Dvp�-.
I 3HS SIM SEIS �LU%190 I MSMO
13 S. Nr
9z -9L w
ad�O=d� lin
P�Lo
030
2:1
I A Rj!j§j!j!jvl6j.�kLl i
x i
M-Q-�po n;
M. Ho
15 11RItIg i; qjgjij�-j�jgjRj5j§
;
81,91ii-T 21,217 -x MMEMB JIM
I! I; IR- 'Wa I
Od -9
R g
On n
002,14
Drm
I I 19MIMEMA l — - - - - - - 0. .0 00
�dn PH
- - - - - - - - - - - Uo
W.K
- - - - - - - - - - - -
an E z a § § 91SIZIGIVIn F 9
F R R
P. i R RIP
0
Lj PIN F! Fn
IT;v
01=1*81B a1;-jkj:j
A MAI in: 4o i Fti
at
i14 1 111� E 41 V� gig a
b 0
U E E N .5 5 il. c
0- E 0. oo E.W21.1iii I! E
m
21 �j
i Eli i E i ili "m
7 g� I i i R E Eli R- b i R G
i 0 g I R 2 i 0
pww
In 9 a q� (ft)
, p 9 4
i i 9 5
9 9 Z.
ir
�-mE
0.
as
4
3�55
77 �dCft:)
m z
10 i Eli 2 2
,§2
, R�� 9 �;
1HOHI
i I gig v YIN I I S i 9 111
7. 4 *1 mawftw
4iE n 118 9 f
08 - - - - - - - OR 5-1 �R I
.1
0 F 2 9
0- 1 29 g� 10 ijll�jw g i -61* 11
5
Bud
gbI .01=",
0 RM T OH L� E;: -2 2 21WIN'"
> os I
0
0 0 1 H %0*�
ww;64 I E 2
0 OR.rk WOM t2 i 51ililm-�ft
8 p
am g *9 i i
IJ
x 021
MH
6 p PHm m
,00MM""
0
r 0
; pil
S c PMGH702017 PWINDUSMES.WQ �M�SRUE�o
In a
LUMINUM TUBE MULLIONS
IMPACT RESISTANT A
0
:;-2 X 6 X MUI L SPECS
NIA
a m NJA 6300JR 17w2
&�Iva
. ..... NOSOWSKI I—Oal2g,
0� C
TAsOWSKI M06M9j ET.
TABLE i4A
Mwft� C.Pulty TWbW MXel
wo mm IMIn loom
ant I T 1� RW�
R U."
"tant, I T=
lie
1111,
11
1
him,
wl
ill
I
I
I
Z.,
i,
Ch
ila
on
i22
CM
K4
17
'S3
"B
710
314
4M
no
III
i
314
om
as
.5
Ao,
-7
_jT3-
-
- -
--
3TD
- -
M4
71-
-ii-
-;T;-
201-3
1 ms
I
1 .5
LM
.7
oo�k
-97
Ma
-ro
M
-T-.
ZZ
-ilo
719
-5F-7
;9
-z-
1
-4T.
-21-0
vlo
w,
7
zva
V2
318
al
20
0.4
7�
37
WT
m
-9-
.5
-in
m
-wr-
-�7
M
U4
=j.ojMjU2
Iv.71=1=1"
poo
m
My
.1
.10
.7
m
-a'
�s
no
w
7z
"T
I
ou
—
—
—
Im
—
-?
ZIA
no
-E77-
I.
I
I
In
1.
M
.1
1 1.
1
10W
-T-
1
CN-
2W6
-i.
77-
-i;T
-M
-
'To
2713-
2"
no
1'.
1 "o
0
nh
—
—
—
lil-
—
--
-iW
77
7a
T77
757
-T--
W
-m-
,sh
-L" --
-2
I.
-2
.
..
-,�-
.,.
1�
11,
Iol
I...
In
SI�
61
777
No
-To
-T-
-Kj
T-o
a
-wo
131
-iT
—
77
n
77-a-
—
in
BLE 14B .
.......
F.1-11-1
tiMIMM
A�
IN
sts
I ..
1
1
1
M.
TABLE NOTE&
1) SEE SHEET I FOR INSTRUCTIONS ON WING THE TMLES AND SHEET Z FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERI INST�AFON METHODS-
2) LINIIAR INTESTOIAMON BETWEEN MUIJ- I-E"G�S AHDMR OPMNIG WIDTHS IS �CW0%GUE,
FIGURE 1: 3)MULUON�M�ONCUPSSMOWN, �NOTTO SCI FOR MMOMENSIONS. SEESHEETS 21-�
HO�STOBEDR�INVER�M�OWNGD[UMOO���S�MS�21-�
FIGURES SHOW SUGGESTED. AI`J`R0MMMHOI-B1OOARDN&
MGIBc�mUSTBEUSB)NPxRS- 4)SUW�M:MNMEMSP�CONFORMTOACIWISPMR�MMM�WMDGROW-FiU-ED
CONCREIE"MUNM(MU)SHALLCONFO�TOASMC-90 WOODSH�BEPREMU�TR8ATED
yE,,OWSOU,,,R, pINEW�MSGOFOZ5.�MINUMS�BE��MDBEAMMUM Of.125'
THICK SFEEI-SMDS`F0BEAM1NIkMMo GRADEMAND.WTHICK(18GAUGE), MUOI`U�STEEIITO BEAT
�ICK MD �. � ANCHORS IWO MET�LSHALL E)(TENDATUEIkSF 3 SCREWTHR�S BEYOND
THE MTERJ� #10& M2 ANCHORS II WOOD MAY BESTEEL. I&BS.S.OR410B.S.
TOOBTAIMTHE-ANCHOR
PRODUCT REMSED
2*comP19.ftVM"cFIcdd
E, I
17-0630.01
0512612021
By
III, :" NO. 5870
P.E.
'J33HS 8 ... 930�_ .12.NJW600 DISMOegAr
IAWUSY
..........
�11N WN
I" '�AV� JJ"Hjn nu go
�ftm 0
SNOMnvy L �nNJV4n
INVISIS3�1-13VdV41 ad 19 g. 1 -o
� tfl a
zomvl�oo 0. � :-0: Z S
N 'ONI'O�nUNI �d 0
0
!o
If A�w3� "I M� o
R RJR R
if
23 t 3 Q�
I Z a
ow�
§V1
a
R a E 5 5 9 5 a 9 a
0 wo
MUM
if 5k
HIT
0
5 9 0 0 a 1 9 9 R
m
2
N, a,
PIRI I I n I H
I i E z a RI1IFIRjRIqIA RI �kffm 0 t
'A P-9 H
-50
*I,I;IW* �I
WAS
%6..
rm,
— - - - - - ZZ, gwt2o
I mal 0
R P i ;I;_Ise ;I;Inzlg a R N - '.
9 z 9 5,
a a 0 m ODE
-H
a Ap� WN R I Is 11-2 �R 'd
A 8 3ggs� BSA
A 9 Eli 31EIRIgli 9- zo o - -V.;k
q q � 0 H "RE,
o
Z-
t
I a E all algIali 2 N a 0 Ed
-P.:
z
ME
I I a a E RIRIE �Imjgj�gj I
a - - - -
LAS
IiIn. al� 2
a a a g R I a 2 gjll� aII A A
fa
Wa ql
A 1 1 p III RIRIE E mg
1: ®R
z x
WIN
q 3 9 U E 5IRIA EJEJA i R F a ..R
on �e
4=1
2.NJLI/61190
3HS S11Hi S316, 1XSAAOS%Lr,
VIN ci ....... Uj
�j WN
U�w
b-J.JdS 11nV4,kVG j�mumlo sr xM
SNOMnvy aeninnNiffn-iviNvjsjsqU
Ui
.Lovdvyl
0.
Z
pfko
I I fg 22
�d
R50
FS i U
�jq A 9 A
2 g R 6 WW
X.
W 0 10
a flu l 0 s a e R R Q Ro 2 . .16
Ila
�ZR
Z - R R
9 �ftw� 5
ftmo F4, H 8
9 P-Mi --- q F; 51 5-Tiz Q2
R p- PH
3 0 5 s III M HoM
a U E I i 112111�1-213 V- R - - - - - -
t;
1 9F I IF, I Rai -Z
a
-w -�
o 0.
(--D Ply A A E
A�ft
If alg i Ill I E a q R P -P
a ;ij; P D ;z A MA MAN
. i
d.0
d
i F9 FR - - -
I m C
o
�Buoj InW
MIN",
0 - d
W/l/Hrox
rR
......................
.......................
.37V
MIN.
CUTHEnETO
3.12F
.37F
MIN.
L�
r ------ I
---- --
A
L ----- i
L ---- --
a I.M. p
GBNfEROFiMCHORWuRMUSTlJE
.379
IN
MiN.
------------------------- 1--T
I
I D
c FFSETCLW
TO�
2
7
1-X2.75-X.37VMIJLLION
�Ts,uu%
X-SE�1011
—.12
2.12,
U.Cup
6083.0 �UM-
E ---I
BOUNOMY. BEE
S�S�17FORTM
lINCHOR (1Q
DBT&WE�M
,kNGHORHOuE
Dvum��Wlt
D�R.Vlr.
XiSECMON
----------------- --
!D%= BOUNClUlY. �. SH� &18 FORWE
12.1,
MCHOR B.C. DISTMC5. Ml MICHOR
H01-E DMETER: MWOR CMUER + 111r.
Mull Dimension (sbeet#)
PGTP.d# I
-Wu—,11
on
-s �--.c-Bp-Fw—wt
a UP
UzfiP
Am]- CEO
rxrx.l�(S)
66M
666113M
W6111W
666243M
066511M
I'XrX.376'(6)
6581119M
1"X2.7WXX5'M
--�6607
6jSII5M
(5FI120M
-F —
666245M
--
-Zia
6WS13M
-TX2 76- —XSSX (8)
— w-
Wj
-F --
AT111M
CiII21M
46M
I-x3.1wlx.SO0`(9)
65837M
6661116M
6MI114M
666242M
556516M
,.2U.X3.jWX2S,(j2)
66641RA
6WIlIM
BBS1113M
666241M
665516M
IlVA
WA
MIA
666517M
NOTES,
1) jjo� To Be DRIu.ED IN T14E FIEW FOI.ILOMNG DIMENSIO� USMI�OWS GIlli[ZN ON THIS SH�.
2) See S�S �. 12 & 10 FOR SUGGESTED. l,,Ra�TE WI-e LOC,,nONS & ANC�R O�C. OWM�
3) See SHEETS 24 FOR GENERJiL INST�TION MEWDS.
HAMER
TARI F A
DI..n.I..jV.I--
0.)l
For Mullion:
A
tw5
I- XZ X.125i
8
7,664
AJumhm
Two muffan
c
0815
D
0.7,110
A
1- XT X.375'
Xonnuu,,
Tiba Mullion
c
635
D
0.490
A
IA75
V X2.7� X
375Ahuan.
C
0-757
D
1.118
A
1.312
I-X2.75lX
' SSY
Al urWnum
Tuw Midion
B
3.000
c
,476
A
2.0010
V X3.125- X
B
Z07
.607 �
C
0.863
Tuln, Mug
D
1.1v
3.1w
—9
US
j2;
X.
c
B862
ME
Tutw, Mull
0
I "
1.762
1.26-X2.11-)
A
1.813
I
.121"Al.
I
Tub. MuN
PRODUCT REVISED
2s campitV"
17-0630.01
expinalon DatoOS/2612021
:j *.' No.58705
--i l.coo- 1-- -1 lmor v-
I .. —, . — --1.
MUILUON MUUUOf4
saxvv"�Um tmtm."�Um
X-SEC1104 �EC110N
,�XUWXAW llvx�vx.620
MULUO"
K-SEC7iOl4
I-XV X Me-
�-MUUJON
M�To �UML
.37Y
�SECTIOW
M K
16
L
— low
dw:i
.624'
if _1
—1 W 1—
z
l.WX1WX.nC
MUUJON
1�
O�TSAM.,M
X�E=ON
Jaw
DO- SCG�WALUM.
125� STMDARD CUP
] MMOLECLIP
X-SE"ON
I 5450-Ta"U. x4E=ON
12 X-SEC11ON
2.
CE14TER OF MCHOR PiOUE MUST LIE M014 THE
DAS HIED BOUNOMY. SEE SliEE7lS %20 MR TlfE
MClIORO.C.DIVMCE.MA
------ -------- -T CENI
m MUSTILIEWTHIN
clioRitoi.E
714EDMHED
STANDARD WP U4LIP
ROFMCHORWIEMUS"ll-15 M)5akT6XUM 6063-Te &UM.
I 7RE O�m 9OCNI Sol TOPVlW1 TOMEAN
TAPS P r.
2(El'—'] .1� 1 .37
lzS 13� MIN. I
I— 91.3�
.12V_
/ 127 zI!SV
3.2
1 5 wl r MY M U U. JO QN3 15 W
378AYMUU- , KU!
&UM �SECTION
t
ksemC,14 I
.12y—
J47
I)MO�STOSEDRI�DWTHEFInDFOUOWiNGD[MENSI�LR�RSU�NSGMN�WISSHEU.
2) SEE S�S 10. 11, IMS. 19 & IS) FORSUGGESl`ED.APPM)(HuiAM � LOCATICHNS.
3) SEE S�S 24 MHR CUSN� tNS17�� MMOW.
CFFSETCUP
6052"Te&UM.
T�
TARI F C. r.OW
Wmention
Value an)
I'm Muolanti
Obaers1l
Value SM
Fu,MufI? n:
MY
1.010
rx�x
muef.
111,awif.
�Iraaai
Tube Mull..
H
1
—
Ym—
SOON)
H
1
1.433
3.250
F
G
WST
Q751'
Vx�x
X&
AII
Tijba&�
F
G
Z025
MIS
1.2VX3,94-
X.624-
munelumea
Tubs Woe.
H
I
11,430
am
H
I
1.500
�50
F
I�X�
XAOT
Akee.
� maiva,,
F
2413
W Be MW
0
0.750
1,500
F
2875
44VB MO
I
--j--
2W
Mail Due.Mue.
jaft�.tio
PGT Paul 0
Mulflan
SM. top
OffietCUp
U-Clip
Aeals CUP
i-xex.Mw(I0)
SM"
millm
mlim
SES241m
NXI
I-XCX,Wv(ll)
(6410
M112M
WIMMM
(861
665519M
vx�X.37r�vi)
l.WX&W'X.10w(M)
1pM?X!MdXdQ2�(M)
GS,M3
MISM20112
0101=315
655112M
000liM
MIIM
mlim
6161124M
56811M
604D,t2m
GUQ4IQM
MWIM
Onalm
M115M
MOI16M
l.2VX1WX.S2V(l5)
MISS
=111718
66611261A
M41M
86017M
CRISIS
WA
WA
WA
Wil—lam
45Dag,ee(W)
SeM0
MA
WA
WA
6661
LSCU
�Um
TOPMEW IN91
PRODUrT RIEVISED
.. corn,FICT evith the Flaurild.
oulicifin
. . 17-0630.01
ftpbatlon Date OS126/2021
YNNIMUIER, P.F
FL P.E.4 68705
MuI="
PGT Pand.
=mIll;Rwillp
I UZIIP 1 Afl910 G11
4' X-15' 'I
668,2 'M
rX
2. X'. X.25!('18�
;M2
72M 5�:!W
NOTES,
1) W�S TO BE DRItlED IN THE FIEL.D 1`01�1140
DWENSION� RESTRI=ONS G� ON �s SIF(EET.
2) SEE S� I&V FOR SLIGGEI �WTE
HOLE LOCATION
3) S R 9 M=� I N ST#=k7l X M � U&
low.- VT
I MN.
4.WO' 01
.2W rx4.x27
M=ON
M�U�u%
X-SE=ON
MIN.
vxo-x�
MMION
6N�Ta�u.
X-SE=ON
....... rm-lum
1mr.
27�
m 4
J
t;rW,4AD ci�
6�mm""
To�
3le
Fm'N
4"
1W
�Llp mmatXcup
Z.F GI 61
12� 2.W
L 12V
—4 T z W
�—,J.,�-4T 0. ;ql
BWWARY. sm
EANCHORO.C.
ANCHORHOi.E
MIN.
---------------------
z
tL
L— — - — - — -
-
z
<
.37
-------------------
Of
7
ki
0
�
7 WANGI.Ewp
<
Z�.
o
CEN�ROF�HORHIXEMMI-[E M�TE�UM.
�NTKEDA!i�K�Y.SM TOWON
11
S�SI�171`()RlHEANCKOROQ
'I
I
g
PRODUCT'
REVISED
with the I'larlda
hflo�. 11741630.01
.375-
MIN,
l5cpImtIon Daje,(15126=211
By
i r ---- --------------- I i
NO, 58705
375
` '7= �AM)AbWV
7=2
�Llp
WANGLEC�
M�1`6�uv.
(�Tmm
sm�`T,5�m.
TOP VIM
MQFORTXWMUlL()KS�17
Top�
Tom�
MMPuE
:SINGLE VERTICALMULLIDN
ME BUILDING SUBSTRaTE IS MOM TO BE WOOD ON AU- FOUR SIDES. ME ININDOINFRAME DEPTH IS Z-1W.THE OPENING REQUIRES A DESIGN PRESSURE OF -wv� Ps F.
NOANOS)aS..
j
1) INTIMLYASSUMING THAT A I -ME MULLION 15 sUqMLEME UULUONI LENGTH IS TVAND ME OPENING WDTH 0 �IIINII REFERENCING�EI THECUUMN USING
RECTMGUI.kR LOADING MUST BE USED. SMIIA! ME MULUON TABUES FOR A MILLION THAT IS AT �THE WNDOMI FRAME DEPTH QP�lj�AND INILLUMETOR EXCEJ!O ME REQUIRED
DESIGN PRESSURE OF IF THETASUEDOESNoTSHONMEE�StInE, USE WENEKTLMGERSIZEAV�
—SEE
Sm
FROUTMLE�SHEU7,�El'X23WX.37WMUWON(�OM-72',WENING"DTH - 701MEETS ME DEPTH REQUIRED. HO�RTHE DESIGN Mg�URE IS N-5113 PSF AND MUM
J
RENESTRUrm
ET..'
NOTBESUMABLEFORTHISMFUCATION.
R!
PRODUCTS
MPR�NAL.,�
a
FROM TABUZ 4X SHEET & THE I- X 2.75- X.ISW MULUON (LENGTH - n', OPENING WIDTH .70') $kS A DESIGN PRESSURE OF �M7 PSFWHICH MEEDS THEREMIREMENTS FORME
R
C!
��ING�WYBEUBMIN�lS�PLI�TION.NOTZTHEM�R��"MMIRED�MMS.
IN
LINSM
2) USE TABLE 4BTO FOIDTHEANCHOR TYPE. MCHOI CUPTYPE REQUIRED FORMEWOM SUBSTRAkIli. DOW WE
tu
M�UIPS�(4)012MWORS�WA�A�OFMWS.�OUGHE"ERONECWMBEU=,�ESTM�MPIS�ERTOIN��
z
SEE
3)vEF[I�WE DESIGN PRESSURE OF WE FEHESTRJ�PCN PRODUCTS USED WITH MIS MULLIONSI(STEM.WELOWDR DESIGN PRES �RELOF�MSORF���O�V��.W�
m
I I
"PLYTO�e��MLY.Fi�D�IMMES�REREQU�S�T�S�ME�CN��MN�nOMPROMCTEE�T�EDWA=M��WE
IN��nONWEWICAVONSWO�PE�SURS��MDMNES��ONPRODUMTOWUIOM
WN
L
IN MIS EM!PLE.ME DESIGN PRESSURE! REQUIRED W� -1�4 PSF. THEO� MILLION SYSTEM WPIS DETERMINED TOSE
ILI
int��vmW��JUSMEWF��WVM ��GBSENUSMTOCaLCLIAIE MEMMORWAC�MQUMDFOR��DEVWP�U�OFWPSF.
(WPSF)x I*SMS).524,91.53 (WYBEUSMTOQU&I�#10ST�MS�MOMT�48)
z
�EBUIMINGSUB��ISMOM�BECMUON�EJMBSMDUSESACONC�H�ERMDSI�nICWINMWFWED�162�W.�EOHNINGREOUIRESA
z
DESIGN PRESSURE OF HIO.�&G PEP.
�APIUE�MUUTIPLEMMUONS
1) INITIALLY ASSUMING MAT A I- WOE MULLION IS SUITABLE. WE MULLION LENGTH IS 32'-7r'i'IOV AND ME OPENING NOW IS W-WW-73. REFERENCING SHEET 25.
� �5
ME COLUMN USING RECTANGULAR LOMING SHALL BE WED. SCANTHE MUUJONTMUES FORAMULLIONWATISAT U� THEWNDOWMAME DEPTHOF�-ANDWLL
0, i-,
MEET OR EXCEED WE REQUIRED DESIGN PRESSURE OF -50.W 55.0 PSF. IF THE MILE DOES NOTSHOWWEWCTS� USETHE NEv LMGERSIZEAV�UE.
ANDWOULDNOTBESUITMILEFORTHISMIPLICA�
ii
FROMT��IMSHE�16.�ErX4'X�WMULLM(�NG�=IW.OP�INOWDW-801�ADWIGN�MOF.�.?FSFMM��S�EKQUI��NTS
MPLICATION. N07EWEANCHORCAP� REQUIRED OF 971 UML
it
FORTHE OPENINGAND MY BE USED IN THIS
BE�USEUISNMMOMWATWEMUWONWU�02-M�gMTH OFTHEMULLEDUNITTHEADJUSTWOPEMINGMIDTH ISW-W-IINW.NOT�ASP�OU�y
SSSUM5O.VEFtIFYWATTH5DGSIGN P�SWRElSMU"PLC�E��EADJU�OOP�ING.��A�Y.�E�OWOMS MAYBEREDUCEOTONSnIAN
PRODUCT REVISED
ME " DIMENSIONI(�I�-�II
as campWln with the Had"
2) USE TABLE 12D TO FIND THE ANCHOR TYPE. ANCHOR QUAPTITY AND CUP TYPE REQUIRED FOR ME CONCRETE SUESMATS. IN MIS EMAPLE, ASSUME ME FoI
8.111 cyl.
NO�No. 17-0630.01
CONCRETE HEADER AND SILL ME V ME IF THE MULLION CLIP WERE TO BE CENTERED WITHIN ME 8'. CARD MUST K TAIIEN TO MAINTNN ME FASTENERS EDGE DISTANCE
USING ME STANDARD CLIP WITH (6) 3/16- ULTRACON ANCHORS AT AN EDGE DISTANCE OF Z-VT GIVES AN ANCHOR CAPACITY OF 1MO US MINCH IS GREATER, MD
ExFIm9*n Date 0612612021
THIEREFOR5 SUITMUE. FOR WE REQUIRED ANCHOR CAPACITY.0F 971 USS,
IS
1
FOR ME HORIZONtM- MULUOINS:
BEG�USE ME IIERTICN. MULL. WUL BE A 2- X 4- X.250' MULLION. IN THIS �PLE WE WILL MATCH ME HORUIONTAI. AND I/EIMC� MUUJONS. AUTERNA�Ly, MOTHER
MUlUONTYPECOULDBECHOSEN.
1) WE MULUON LENGTH IS 3V AND WE OPENING HEIGHT IS 32'.Mlr -IW. REFERENCING SHEET 25, WE COLUMN USING LOADING MAY BE
USED. FROMITABLE 1� SHEET 16, ME V Xr X 2W MULILION (@ LENGTH - 4r. OPENING MIGHT - 12n HASA DESIGN PFEWURE OF -M704 PSF MICH UcEEDS WE
MQUIREMENTS FOR WE OPENING AND MY BE USED IN MIS MPUCNTION. NOTE ME ANCHOR WACITYREDWIED OF SIT UIS.
2) USE TABLE IM TO FIND THEANCHOR TYPE, ANCHOR Dummy � CUP TYPE REQUIRED FOR WE CMU SUBSTRAM IN WZ �UE. ASSUME WE CMU AMES, ME 8'
UP
WIDE. IF ME MUWON CUP WERE TO BE CENTERED WITHIN ME r, WE MUST BE TA0IEN TO UNNTAN WE F�NERS EDGE DISTANCE. USING ME M ANGLE CUPS WMI
(4) Wr ULW�GQN MCHORS AT AN EDGE DISTANCE OF I- GMS m SNG�GR GMAOTy OF Sto USS MICH 13 sPI SNO THEREFORE SUITABLE FOR ME REQUIRED
ANIFNILES-
,"oiv LYNIv
4) FORMS U-CUP INTHE HORIZONTAL MILLION TOWRTIM MULUON, USE ME GAME MCHORCAPACM OF Ml LSS.TABLE US FORMS uQuia SHOWS WE mcHOR
GEN
CAPACITYIS IW4 US MEN USING 3 ANCHORS. MICH IS GREATER. MD THEREFORE SUITABLEJORME 621 M&THE
ANCHOR1YPEISAPI2STEELSCRw.
No. 587W
Z :
FROM WEABOUE STEPS. 0611 MULUON DESIGN PRESSURE IS:
.j,BL7 PEP MOM THZVBRTMMU.UON;
0.170.0 PSF FROM ME 3V HORIZONTM.MULLIONATTACHING TO Cmul
VAIJEF Z
11-170.0 PSF MOM ME WHORIZONTAL MULLTONATTACHING TO ME VERTIM MULUON(INTERSEcToNI,
0
�ELO�STD�IGNPMSSUMIS-1�.7MFMOMUIDMPLYTO�OF�EMUWONS.
............
C?o
VERIFYTHE DESIGN PRESSUREOF ME FENESTRATION PRODUCTS USEDWITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE. OF MULUONS OR FENESTRATION N
ME BE NSTALUED I
.
70AIAL ON"
MCI WILL MPLY TOMB O�WLMSEMIILY. FINAL DESIGN PRESSURE REQUIRES WArTHEBOTH THE MULLIONAND
A. P.E.
AC����INST�PONSPECI��nONSI�RESPECn�SUM��SMDR�MWNPRODU=�MUWCN. -
0 FL P.E.0 66705
mmmmmmw-�
�PUESOF EGMANGUI-ARLOADING,
z,� A--Vlj,!VIFOAO��
UOAONGOFVERTICALMUU-ION
SILLOFWNDOINSNOTANCHORED
FEE
PAP,
oil
LOADING OFWRTI� MULLION
SLLOFWNDOMNOTANWORED
'00
LOAD1NGOFwRTICALMUU-ON
WITH INTERSECTING HOWONTA. mi
LOADINGOFHORIZONTALMUU-ION
WTA INTERSECTING �R�CAL MULLION
WADING OF VEM$CA� M�MN
PM�aOFHfXGMDGRISNOTCAFTUREDORANCHOnD WTH
LOADINGOFVEFTICAL
MULLtoN
EXAMPLES OF LOADING:
I
LOAD1XGOFHOFIQbONTA-M1J1ULI1
roil,
LOADINGOFHORMNTAU
MULLION
NEON
r,
'o
0 0
NOTES
.OA[)ING Of VERTICIAL MULUON
hz
I
a
w
Do
w
. sQ w i. N.
p
0
0
a
Is
T 11EV1,SrD.
'.2' . �. �d.
mo�.. 17-0630.01
D.w 0512612021
LO&[3WGO
HO
_ �..-nlzowAL
By 4is �- -----
ip;�AWINGSAJRE
RERESENTATIONSOFTYIPIM
CONFIGURATIONS.
�C�ONFIGUMTIONSNOTSHOWN
, BE�OIUATEDMOM
THOSE SHOINN.
2) IF THE LOAOING TYPE CANNOT
,".0 LYIviv
BE DETERMINED. USE
6"x oc
RECTANGUI-AR LOADING.
3)SEEPRODUOT&APPROV�FOR
13
N.. M705
A
SCANNED
BY
9t: Lucie Countv
MIAMIOMADE MIAMI-DADE COUNTY
MM 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
OF
�.mlamjdade.:rov/ectmomv
PGT Industries, Inc.. ---r -r -'17 too I
1070 Technology Drive
North Venice, FL 34275
SCOPE: FILE COPY
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dadc County RFR -
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. -
DESCRIPTION; Series "SIEI-700" Aluminum Single Hung Window — L.M.1-
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets I
through 11 of 11, dated 09/01105, with revision G dated 06/06/17, 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: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
notedherein.
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.
1111MINATION 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.
A])VFRT1SEMENT: 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 shaH 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 Offlicial.
This NOA revises NOAR 16-0714.06 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.F.
NOA No. 17-0630.08
Expiration Date: March 26,2021
ApprovalDate: November3O,2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SU13AUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018. 01 and 0 7-0322.06)
2. Drawing No 4040-20,,titled "Alum. Single Hung Window, Impact", sheets I through
11 of 11, dated 09/01/8,,-with r6visionbi dated 06/06/17, prepared by manufacturer,
signed and scaled by Anthony Lynn Miller, RE
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 PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer' NXTTm spacer system and XL
EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E.
(SubmWed underprevious NOA No. 16-0714.06)
2. 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, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, hie., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted underNOA No. 07-0322.06)
3. Test reports on: 1) Air Infiltration Test, 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, PX.
(Submitted under NOA No. 07-0322.06)
"_7Wa&_,jP)Qm g�
Manu I er P.E.
e
ProductContro Ex ine;
NOA Mo. C
'rV
_ 630.0
Expiration Date: March 26,2021
Approval Date: November 30,2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVI]DENCE SUBMITTED
B. TESTS (cownrnD)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edraundo Larg'aespada,
P.E.
(Submitted under NOA No. 05-1018.01
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10105105 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
6. 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
A) Small 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, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
7. 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
"Ag
ga-nf( I -
Rre P.E.
Product Contr I I xa iner
7_
NOANo. 7- 30.08
Fxpiration Date: March 26, 2021
ApprovalDate: November3O,2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVEDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51
Edition (2014) and FBC 61 Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
2. Gla�dng complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTMCATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 0 1/19/17,
expiring on 07/08/19.
F. STATEMEENTS
1. Statement letter of conformance, complying with FRC 5", Edition (2014) and FBC
6u` Edition (2017), dated June 22, 2017, issued by manufacturer, signed and scaled by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL4957, YM4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-032Z 06)
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, YM- 46481
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted underprevious NOA No. 16-0714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries., Inc. for their Series
"SH-700" Aluminum Single Hung Window - L-M.I., approved on 08/18/16 and
expiring on 03/26/21.
r Z E.
Produ:ct�� roI E alp2r
I r
0
NOA nrou-.2630.0
ExpirationDate; March26,2021
ApprovalDate: November3O,2017
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 511V LAMI CONSISTING OF (2) LIT . ES OF 118- ANNEALED GLASS WITH A.09R- KURARAY TROSIFOL! PV8 (BY KURARAY AMERICA INC.)
OR.09W SAFLEX 'PVB INTERI-AYER (BY EASTMAN CHEMICAL COMPANY)
B. 6116' LAW CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 10 HEAT STRENGTHENED GLASS NTH A
.090- KURARAY TROSIFOL �PVB (BY KURARAY AMERICA, INC.) OR.09V SAFUEX` PV13 INTERLAYER IBY EASTMAN CHEMICAL COMPANY)
C. 5116- LAMI CONSISTING OF (2) LITES OF 118- HEAT STRENGTHENED GLASS NTH A
.09D' KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7115- LAMI CONSISTING OF (2) LITES OF 3/16- MNEAUED GLASS WITH A.090- KURARAY TROSIFOL!' PVB (BY KURARAY AMERICA, INC.)
OR.oqD- sAFLEx 0 PvB iNTrRLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7/16- LAMI CONSISTING OF (1) LITE OF 3tl6' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A
.090' KURARVf TROSIFOL OPVB (BY KURARAY AMERIKA INC.) OR.090' SAFUEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7111Y LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROS IFOL ePVB (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX OPVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13116- LAMI IG: (1) LITE OF 116" TEMPERED GLASS, AN AIR SPACE AND Stl 6"LAMI CONSISTING OF (2) LITES OF 1 V ANNEALED GLASS WITH A
.09W KURARAY TROSIFOL 8PVB (BY -KUR�Y AMERICA, INC.) OR.090' SAF UW PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 13116* LAM] IG: (1) LITE OF 118- TEMPERED GLASS, AN AIR SPACE AND 5116- LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE
OF 118- HEAT STRENGTHENED GLASS WITH A.090' KURARAYTROSIFOL! PVS (BY KURARAYAMERICA, INC.)
OR.090' SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1. 13fl6"LAMI IS: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116- I-AMI CONSISTING OF (2) LITES OF 118'HEAT STRENGTHENED GLASS
WITH A.09V KURARAYTROSIFOL �PVB (BY KURARAY AMERICA, INC.) OR.090' SAF" PV`B INTERILAYER (BY EASTMAN CHEMICAL COMPANY)
J. 13116"LAMI IG; (1) LITE OF 118' TEMPERED GLASS, AN AIRSPACE AND 7116"LAMI CONSISTING OF (2) LITES OF 3/16"ANNEALED GLASS WITH A
.0901 KURARAY TROSIFOL'PNFB -(BYKURARAY AMERICP, INC.) OR.090' SAFUEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13116"LAMI IG: (1) LITE OF 10 TEMPERED GLASS, AN AIRSPACE AND 7116' LAMI CONSISTING OF (1) LITE OF 3116- ANNEALED GLASS AND (1) LITE
OF 3/16' HEAT STRE14GTHENED GLASS WITH A.0GV KURARAY TROSIFOI! PVB(BYKURARAYAMEPJCA, INC.)
OR.090'SAFLEX ePVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. ISM &' LAM] IG: (1) LITE OF 118- TEMPERED GLASS, AN AIR SPACE AND 7116- LAMI CONSISTING OF (2) UTES OF'vl 6'HEAT STRENGTHENED GLASS
WITH A.Wr KURARAYTROSIFOL �PVB (BY KURARAY AMERICA. INC.) OR.090* SAFUE)& PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M. 13fI6'LAMI IS: (1) LITE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 5116- LAMI CONSISTING OF (2) LITES OF lir ANNEALED GLASS WITH A
.090" KURARAY TROSIFOL OPVS (BY KURARAY AMERICA. INC.) OR.090"SAFLEe PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: 'OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3. SHEET 3)
0, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E ISDD.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DES IGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
GODESISTANDARE)SUSEll.
'M7 FLORIDA BUIMING WDE (FBC), M EDITON
:2014 MORIMA BUILDING OODE (FEIG� STH EDMON
ASTM 11130(MN
6ANSVM&PA NDS-2015 FOR WOOD WNSTItUCRON
6�UMWM DESIGN MANUAI- ADW2015
AISISIW12
AISC36�10
NOA DRAWING MAP
SHEEr
GENERALNOTES . ...........
1
GLA23NG DETAJ US ............
2
DESIGN PRESSURES .....
. 3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS ............
5
PARTS LIST ......................
6
EXTRUSIONS ....... ............
7
CORNER DETAIL ...... ........
7
ANCHORAGE ..................
. B-11
matedal
Mim F,
I Min. F.
Steel scnwi
92 kst
120 ksl
Elco UlImCon3
155 ksl
177 ksl
410 SS Elm CreteFI=0
lZ7.4 ksl
189.7 ksl
6D63-TS Alurrlwm
16 ksl
22 ksi
A36 Stml
38 ksi
58 ks]
Dr. 33 Steel Stud
33 ksl
45 ksl
4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL4046, FTL-4647, FTL4648, FTL-4649, FTI-4650. FTL4851, FTL4723, FTL4957, FTL-4958 AND FTL-5063.
ANSVAF&PA NOS FCR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
S. SERIESIMODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY NTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING TH E HIGH VELOCITY
HURRICANE ZONE (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZABOVE 30 FT, ONLY GLAZI14G OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
CEAT OFAM �
I AfTs I I - 11
N.. SBM
STAN �4
............
10NAL
A. LYNN MILLER. PE.
112-NOM.
GLASS BITE
J+ �— 1/8- ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER
NEALED OR HEAT STRENGTHENED GLASS
5/16- LAMINATED GLASS (80,81 or 8J2
IM-NOM.
GLASS BITE
1/2"NOM.
GLASS BrrE
Parts
Description
Material
71
Kommeding 4SG TPS Spacer System
72
Ousnex Super Spacer nXrwfth Hot Meft Butyl
See this
Sheet for
73
Ousnex Dumseal Spacer
Materials
74
Cardinal & Edge Spacer
_I:tL_I= WIG' ANNEALED OR HEAT STRENGTHENED GLASS
-T-1 �1 —" 090 PVB INTERLAYER
3/16- ANNEALED OR HEAT STRENGTHENED GLASS
7116- LAMINATED
7/16" LAMINATED GLASS 83,84or85
EXTERIOR INTERIOR*
71-74 (ALL SECTIONS)
WB.
KURARAYTROSIFOL'
PVBINTERLAYER
kGIASSBIF� SAFLEePVB ION'TERLAYER BY
EASTMANCHEMICALCOMPANY
70
1 1 - I1W ANNEALED OR HEAT STRENGTHENED GLASS 3116- ANNEALED OR HEAT STREN ENED GLASS
I IT 17-.090 PVS INTERLAYER .090 PV3 INTERLAYER
JX' ANNEALED OR HEAT STRENGTHENED GLASS 3116- ANNEALED OR HEAT STRENGTHENED GLASS
5116'LAMINATIED 7116- LAMINATED
AIR SPACE AIR SPACE
Ilff- ANNEALED OR TEMPERED GLASS 118*TEMPERED GLASS
13116- NOM. 13116'NOM.
13116" LAMI IG GLASS W/ 5116" LAMI NSSW/7116"LAMI
MUCTURAL
SIMONE
W�
KODISPACE
4SG TPS
SUPER DURASEALO
9P—A—CER(DNXTru 8SPACER
MT.OF��
POLMD. DESI��MLARBA
BUTYLENE WIFNok
SEA-
SIUCONESEAL
'OLL ' D
IE410:1WIEL
En. GLASS
INT. �Ass
XLEDGEr"
8SPACER
GIAWZING DETANIL
'ALUM. SINGLE HUNG WINDOW, IMPAC
1—� I —Full 1-2 - 11 _F-4040-0
NOTE
LAMh IG OUTBOARD
LITES MAY BE
UPGRADED TO 3116"
WITH NO CHANGE IN
DESIGN PRESSURE.
* .: No. 59705
A. LYOV41=11, P.E�
FIL RES 58705
,F!--��Im-?!!,NTEGRAL FIN WINDOWS W/ HIGH SILL OPTION
BASSE�DCN F GED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT
WIDTH F 63r I S6 6 70 7
WIDTH GLASS TYPE 1
74"
TABLE 1.
16"
a.,
A,B.M
+80.0
-80.0
1 +80.0
1 -80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80,0
-80.0
60"
A,B.M
tLO 21
+6D.0
�80.0
.80.0
-80.0
+80.0
410.0
+80.0
-80,0
+79.0
-790
6r,
A,B,M
+:2
0!2
�11;!;O
I +80:0
�800!2.
D
+8D.0
:2H
t'o 0
1 ±0!�
5.9
114.0
-759
11S..
A,S,M
1 +00.0
1 -80.0
1 �0.0
I 41O.D
79.6
-7 1
+5Wi
-5 0
+TB
iH
+ 7�!i
115
+7
-74.0
Up-roolis-1
C,DE.F.G.H.I,J,rL
I +BO.O
1 -60.0
1 +80.01
-80.0
+BD.0
-80.11
STANDARD VIEW& RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
--WIDTH F:38��3�IrU- 7 - 74"
GLASS TYPE T wwr 1 63"
TABLE2.
76.
48"
A,B,M
L.80.0
40.0
1 +80.0
-80'0
+80.0
-80.0
+80.0
-80.0
+70.0
-70.0
+70+0
-70.0
+70.0
.70.0
60.
A,B.M
I
I
1 +80,01
40.D
-79.91
-7�.9
+7D.0
.70.0
+70.0
.70.0
+70.0
�676
-70.D
sr
A,B.M
1 +80.01
.80.0
1 +80.01
-so.0
1 +80.01
�O.D
+76.91
-76.9
+70.0
1 !M'l
-'2.'
1 ! 0
-67.6
63 Ila"
A.B.M
+80.01
-80.0
1 +80.01
.80.0
1 +80.01
40.0
+75.01
-75.0
+68.0
�72
'!2
,
+Tt�
Z.7
-2656
56
'SS
.65S
UPTO63118"
C,D.E.F,G,H.1,J,K,L
I +ao.o
I -so.o
I +ao.o
I -au
I +so.ol
ao.0
+80.01
-80.0
+70,0
-70.0
1 +70.01
-70.0
1 +70.0
-70.D
CUSTOM VIEW& RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE3.
BASED ON FLANGED WINDOWTIP-TO-TIP FRAME DIMENSIONS
I WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W1 SASH 76- FLANGED AND 76- INTEGRAL FIN)
WIDTH 1GLASSTYPEI 17118" 1 2211116" 1 283116" 1 33314" 1 395116" 4413116- 1 60318' 1 6516116-
63 118" 1 D E F J K L'zfNj +80.0 1 40.0 1 +80. 01 so.0 1 +80.0 1 -80.0 1 +80,0 1 -8D.0 1 +70.0 1 -700 1 +7MU 1 -70D 1 +70+0 1 -70.0 1 +70.0 1 -70.0
GLASS TYPES:
TEST REPORTS TABLE4.
& 5116" LAM] - (1/8"X.090,118"A)
FrL4647, 4648, 4723, 4957
B. 5/16' LAMI - (118"AA90, IlS'HS)
F71.4647.4648
C. 6116' LAM) - (118'HS..090,118'HS)
FTL-4047, 4648
D. 7/16" LAMI - (3116-A,.090. VIVA)
FTL-4645, 4885
E. 71IB' LAMI - (3flWA..000. 3116'HS)
FTL-4645 --
F. 7116" LAMI - (311WHS.�090. 3116'HS)
FTLIM6
G. 13/16" LAMI IG - 1/9' T. AIR SPACE, S/16' LAMI - (11WA,.090.119'A)
FTL4646.4723
H+ 13116" LAMI IG - 118" T. AIR SPACE, Sf16' LAMI - (ItErA-090.118"HS)
FTL4646
1. ISMS" LAW 10 - 118- T, AJR SPACE, 511W I-AMI - (VII-I-ISAS0.11THS)
FTL4646
J. 13116- LAMI IG- IlV T. AIRSPACE, 7/1V LAMI-(311VA..090. WIVA)
FTI-4649. 4650
K. 1311V LAMI IG - 1/8'T, AIR SPACE. 7116' LAMI - (3116-A.�090, 3116'HS)
FTL4649. 4650.4958
L. 13116' LAM] IG - 11W T. AIR SPACE, 7116- LAM] -(3/1rHS,.G90, WITHS)
FTL4649, 4660
M. 13/16' LAMI IG - 118"A, AIR SPACE. StIT LAMI - (11[rA..09D. 118`A)
FTL-5063
MEETING RAIL
MT. X. SAS
t - I H
"0"
HT. _MEETING RAIL
SA SH
MINUS
SASH
HT. HT.
MEETING RAIL
NOTES: 1. WINDOWS WITH THE LOW SILL OPT10N ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF .64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1- FROM THE FLANGED 7IP-TO-TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' MINIMUM TO 38- MAXIMUM.
4. GLASS TYPES C, G, H, AND I MY BE USED IN SASH ONLY
S. REFER TO ANCHOR QUANTITY TABLES 6-8 FOR ADDITIONAL DP 1.1.X�WLOGYD.�
LIMITATIONS. DESIGN PRESSURES
ALUM. SINGLE HUNG WINDOW, IMPAC
S� I NTS 1 3 - 11 1 4040-20
NO 58706
.YNN MILLER, P.E.
FL P.E.# 68705
53 11V MAX. FLANGED WIDTH
52 IlW MAX. I.F. WIDTH
49 5/8' MAX. FIXED C --i
DLO (ALL) D --1
75,
FIA IF
75' L
STE LF I
-J HEI HT SEE OLD HE[ ' 5HT SEE HE HT
D T'T
A�l
TABLE
76- 1 (AX.
�7V MA)c I
EE I OLD 3M7AX'6
TABLE SASH
(MAX) HEIGK
VENT DUO (ALL)
DETAIL A
ill
x 50
DETAIL B
VIEW (STANDARD SASH)
B --j E
75' 7S. L
I I.: 7�
SEE DLO H51 ',H T SEE OLD E-J HE HT
I
TABLE 0 76" IAX. TABLE 0 76"
FLANGED FLA
T HE
L - ELI
1 20" 20-
SEE OLD SASH SEE DLO TABLE SASH
H51GHT Hai HE GHT
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECT10N DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS 8 & C) ARE BASED ON A THREE OVER TWO FORMAT.
�T.CF�,.
DETAIL C
RADIUSTONSTAN RDSASH)
NO-68705
E
0 1-
A. LYNN MILLER, I
FL P.E.# 587M
F
MAX
FIXED
LITE
OUTSIDE
VENT
it
SECTION B-B
(LOWSILLSHOWN)
NOTE: MIN. (1) SWEEP I-ATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF SASH.
INSIDE INSIDE -MAX. VENT DAYLIGHT OPENING k
7. 8 OR 1-o
=I —
immmmummllll"�"
�_�MAX. FIXED LITE DAYUGHT OPENIN I G I OUTSIDE
MAX. WIDTH
SECTION A -A
INSIDE
47
2.946
HIGH
I 2C,03WI
5v
48
L iSILL LOW SILL HEAD
608 I.F. FRAME
(LOW SILL)
SEE NOTE ABOVE 1
ULTRALIFT
ONLY
�M.OF��
XE HUNG WINDOW, IMPAC
H-M 5 �_ll _74040-20
10,11,15,
I L
No. 68705
rrEm
mvco
DESCRIPTION
PGT#
1
Do
EAD
FrME FRA'M- H'
612226
2
1115
i Xl000QUADPN.smS
781PQA
3
4003C IFLANGE
FRME SILL (LOWSILL)
612226
5
1626 JADHESIVE
OPEN CELL FOAM PAD
7PADIS26
8
4004
FLANGEFRAMEJANIB_
612227
7
4025 ISASH
STOP
612244
8
4025 ISASH
STOP (EGRESS) 1.12S LONG
612244
9
4029 ISPIRAL
BALANCE , Bill". SM-, OR 11116-
10
10110
BALANCE COVER, 3WOR 5W
6BALCVR916
il
08 X.760 PH. PN. SMS
7834M 1
12
BALANCE BOTTOM BRACKET
7BALTBKT
13
100511086
SASH TOP GUIDE
42504
15
98 X I PHILLIPS FLAT HEAD S. STL
78XIFPAX
16
1080,1
BALANCE COVER. I I M S'
SBALCVR670
17
4053
SASH STOP COWR
64053
18
4029-1
SASH BRACKET
7ULBRKT
19
#8-32 MIT I.G. PH. FH. TYPE F S. STL
7832Xl2FPFX
21
40540
FIXED MEETING RAIL
T4054C
23
4006C
SASH TOP RAIL
64006
25
1235
IWSTP.,.170 X.270 BACK, FIN SEAL
07SVIG
26
1096
ISWEEP LATCH
71096
27
1016
198 X.625 PH. FL. SUE
7858
28
4007
SASH BOT rOM RAIL (LOWSILL)
612230
30
1226
VVSTP., BULB VINYL
6TP249
31
4008
SASH SIDE RAIL
612231
34
1268
SASH FACE GUIDE
42501
35
1622
LAM SETTING BLOCK3M2"X25lS4-X I-
71622K
36
1052
LAM IG SETTING BLOCK V X3WX 1116"
71052K .
37
1224
VINYL GLNZ. BEAD BULB (THICK)
6TP247WK
38
1225
IANYL GLA7 BEAD BULB ITHIN)
6TP248K
41
4039B
GLAZING BEAD. 5/16 LAJA GLASS.
64039B
42
4044B
GLAZING BEAD, 5/16 LAM WIGRILL KIT
"4703
44
4222A
GLAZING BEAD. 7/16'LAM
64222
45
985C
1GLAZING BEAD, 7/16"LAMWGRILL KIT
6985
46
4067
JGLAZJNG BEAD, 13116- LAIA I.G.
6067
47
4071A
1FRAME,I.F.HEAD
6071
48
072A
JFRAIVIE. I.F. LOWSILL
64072
49
4073A
IFRAME. If. HIGH BILL
64073
50
4074B
FRMAE, I.F. JAM
64074
52
4009
SILL LATCH (EGRESS) (LOWBILL)
764009
53
1088
SPRING, SILL LATCH (EGRESS�
7SPRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
ss
1014
SCREEN FRAIVE (NOR. & VER.)
61014
58
1630
SCREEN CORNER KEYWIRINGS
71630
67
1631
SCREEN CORNER KEYWIOUT RINGS
71631
58,
1073
SCREEN SPRING
7CASP
59
1624
SCREEN SPLINE -.135 DIA. FOAM
062:�
407 FRAME, I.F. HEAD
FRAME, I.F. LOW SILL
#4072& 6063-TB
M�"n�
THICKNESS
FRAME, I.F. JAMS , I �- * No. �70 5
#4074B.606�-M lz '
(USED AS RADIUS TOP HEAD)
l.' 11�7 1 a' !NO �GES MS S�. 11111AU111 JL��
JR
4 bVLL�� P.E .
G I I
ni FL P.E.# 58705 1
E E E JOINT
F� F=E
1.
T-- �—T /:Z2 ill"-�
.\SEALANTALONG
i 2.784-1 '
Lj�
L_ 01�2
FLANGE FRAME HEAD
#4002A. 6063-TG
FLANGE FRAME SILL (LOW)
1.749— G) #MO3C, 606�TG
12.710
—JM=062=1.490 -uo
.002— r
SASH ST, OVER
FLANGE FRAME JAMB T #4025,6063�TS #4053,6063-T5
#4004, W6�T5
(USED AS RADIUS TOP HEAD)
1.342 �—
.062
RAIL
el-
3.440
1
1-2.279---�
117
.062
SASH TOP RAIL
#4006C.6063HS-TO
E 2 a
- 26----1 T
1.979
[0.062-
or 50
or 50
SEALANT OR GASKET_.L_\
AT HEAD AND SILL
VIEW D-D VIEW E-E
VIEW HEAD & $ILL. RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
.062Tj34S 1.096
aGLAZING BEAD. 5/16"
41 — #4039B, 6063-T5
S31 SASH SIDE RAIL
—#4008,6063-TS
SASH BOTTOM RAIL(LOW)
ft40D7,6D63-T5
9 69 FLANGE FRAME SILL (HIGH) SASH BOTTOM RAIL (HIGH)
04050A, 60�T6 8 ---#ZOSIA 606�TS
N. VEN CE. R. UN5
R�1�..D
MLOFAUTK�
.050
78
1.096 T
GLAZING BEAD 7116"
#4222,6063-TS
— i
-0504�— .678
1.115 1 -f
GLAZING BEAD, 7/16"
#985c, 6003�T5
(USED Wl GRILL KIT)
678
1.090 —f
GLAZING BEAD, 5/16"
N4044B, 6003-T5
(USED Wl GRILL KIT)
.683 0
Ii 1 1.07
mm lHaffl 7 -1
WELD
ALONG
SCREW
BOSS (2)
NO.50705
s
Q T
:Z DETAIL
IMPACT
-- — F—G FL P.E.# 5070
4040-20
ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLES.
WINDOW HEIGHT
SUBSTRATE.
21.6DI
14.611
41.603
48.603
51.
AWI
.603
76.000
ANCHOR
Typ
C)
z
2,40
'1,
Z
01
0"
Z
0
Z
01�
z
— ON
t 01
z
-
0
— z
-0
0
Z
0
Z
0111
- ONZ—Z.ONZ—z
0
0
0
0
ONZ—z
0
0
0
0
IINDOWJ
GL43S
0
0
0
0
'40
0
N
C4
WIDTH
TYPE
C,D,E,F,G,
H,I,J,K,L
li2
-I
2
2
2 2
2
-T3
2
2 3
2
313
19.125
AB,M
-41
11�11111
i2
il21112
21
2'2
21
212
T
2 2
2
2�2
213
212
3
C,D,E,F,G,
H,I.J.K,L
112
1A
i��
T121
I
iT21
Tl�
i'
21
21
12
22f2
2L
2
213
3
212
T—�
i [3
3 3
2j 2
2J3
24.000
AB.M
112
1
'i�i
12
112
2,2
1 2
2i�
il i
2F2
212
212
2T2
25
21-3
25
2��
2 13
212
-
213
3 f-3
11-2
_3 3
C,D,E,F,G,
1
1
2
1
1
2
1
1
2
1
1
H,kJ,K,L
lt2
112-2Tffililll
2
il
12
i13
213
2T2,iji
21, 3
1
21 2
-F
3�3
-4[i
-4,
i 2
- _3
3
��
4L
32.000
1'2-1
AB,M
112
112
-i
2
2�3
213
21'2
�2 3
131
yl i
�]A
i'll-3
-il i
yl -
3
3jj--
i7i
-i-" i
ii
3Ta
-�T�
C,D,E,F,G,
2
1
2
1
2
2
1
2�
1
2
2
1 1
2
2
1
2
H,liJ,K,L
i2
T
2 3
t3
—
2�T
2
J22 3
2
1 3
213
4.2
3
ifi
31
3AI 51
21i ij4j
37.000
1
1
1
2
1
_
2
1
2
2
1
2_
2
1
2
2
1
2
2
1
2
ASM
� T
i2
1 j -2
2',�kj3
lj212[3
2 3
Li
2j3
�r 2
Z ,
i 3
2,3
2'l 3
2 13
3 .1. 4
2i - 3
3 1 i .1 3
3 4�
i3-
314
3' 3114
.41
PSF
79
C,D,E,F,G,
2
2
2
1
2
2
2
1 2
2
2
2
2
2
2
2
2
2
2
4D.000
HjJ.K.L
—2F2
1
�li
13
��j
Z2
3
2T3
ii
-
213
...2
3j3
3F4
'3 14
T
3,5
ildil
is
1 I
I
2
2
2
1
AB,M
—
2 F2
I
1]2
2,_
2j
_�T
5
J--�J-L
2i2
2131213
- _I
212
213
2, - 31
3.
2 1'
T—
13
— —
jij
..-I-
jr�
-j—
j, j
j-
1�
.2
T-
-jT
YL _3
FI 4
3FT 4
4T
4 F5
13
4T 4
IPSF
79
1
1
C.D.E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
2
2
1 2
2
2
2
2
2
2
44.000
H,IAKL
T2
iT�
_i7
ji_�ii
ir�
il-i
213
2'
j 2
--
313
21-4
213
-
31, 3
311
il il
i1i
3T4
31il
iF
'i
'i'
115
3F
31314
415
3i4
415
2
2
ISM
212:
21i2
213
iZ
�lj i
11
ji%.�2
.
1', 3
jL4
j.A
213
3�3
4
±,L,5
PSF
79
79
1
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
2
2
48.000
H.I.J,K,L
T2
jj
T22
2F3
—1
_2 2
il -3
3 Ti
1
ji
il
J_i
Ij
1 i[�
i 41ili
6,14
21 15
15
i f i
3 I'�
�fli
J_
[i?
p
j 5
T
4,6
ll�
3 1
il-5
2
2_
3
AB,M
2F2,
i,
2 2
3
212
j7
2. j3
_3 4
- _3
21
-6ri
ii�t4j
iT'
g-4
i 71�
7
-
21
jT4
3F8
1 35
314.3151313
415
4�15
31
PSF
72
1
9
79
72
79
C,D,E,F,G,
2
2
2
2
2
Ll
2
Z_
3
3
.3
53.125
E
H,I,J,K,L
212
2�
I -�
2 2
2
g22
2 T
-d3
3f 4
1 3 -12f
3
if
1 i 4
3 14
i,3
ji2 1_�3
-4
Is j
3'3
i
'2.
4f�
-
dPj 6
i2
';;4
4 6
�36
I
_i2 -
!74
5is
2
2
2
2
2
2
2
2
2
2
1 2
2
3
3
2
3il
AB.M
— d2-F
2
2,
3
Y41
2�i
314L3:
�j
2 �
1
53 1
�2
13-
1 3%jiS
'51313
1 Z
Z'5
%
_�2
—
5t4
63
_4
4
NNENIM.RMV5
(NI) 4�1=
CERT�A�
XE HUNG WI
5WV0 I NTS 1 8 - 11
1. ANCHORTYPES: 1-1/4-ELCOULTRACONSOR#12
SCREWS INTO METAL
2 -1/4' ELCO SS4 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS,
HEAD - 18 1/2' MAX. FROM TOP CORNERS
JAMBS - 17 1/2" MAX. FROM TOP CORNERS
15' MAX. FROM BOTTOM CORNERS
6"MAX. BELOW MTG. RAIL
SILL - ANCHOR$ NOT REQUIRED
MNM� PER I HE AWACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE V41DTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE V LESS.
6. DESIGN PRESSURE LIMITATIONS:
0 TH A E LE WITH A
SOLD ITAUCIZEDVALU ABOVE THEM, INDICATEA
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
WX PSF
(OF LIWED) I
= i!
JANS ZVE
wrG RAL
im
NITG. RAIL
(FULL OF)
H rJAPM AS VE
MT - G RAL
j 1 13 Loq
AVB E W
NTrG. RAIL
SEE TABLE 1 FOR
FULL DIP
IMPACT
4040-20
No. 587oa
WSTATE JJT
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
F— W[NDOW HEIGHT
SMSTIIAM 29.655 37.165 44.655 52.155 59.055 1 67.14
MCHOR T`YPE.� n () 0 0 0 0 0 r ) c ! noo ollliloll� I,
%'�NDOW GLASS -ZMo�Z-ZMoNZ-=�oNZ-z
0 z � 0 0 0 c c
0 0,1 0 0�i
WIDTH TYPE 0 0 ol 0 L) ol 0 1 c c
C.D,E,F.G,
H.I.J.K,L -iTT
1
I�
li[2-121
TF1-
T5
il-i
il�
-0-2
"i
-2Fl
2; 21
Fi
-2' 2
-i F2
F -2
i! 21
-ir
-ij 2
19.125
A.B.M
i-I -1
-1 Fl
-21-2
-2TI
-2-12
-212
i7l
_J2
21-2
ifi
-2T2
Z-2
YF2
2T12121
Y-2
P-2
PSF
79
24.000
C,D,E.F.G.
H.W.K.L
1
1
1
1
1
1
1
1
1
1
-1 F-1
-2
2T2.1�-2
-42
-2T2
2T212IFil2i2
2TF2
31-
2
3!
- -
212
A.B.M
"M
lid
I
1
3T2
2
L[6
2F
2
-1'Fl
-ITll-I'l
2'-2
[1-252
2 2
iT2
-2d2
-E-2
�l
1-i
21
-T
[ 2
1111iF2
PSF
68
32.000
C,D,E;.,F..:LG..
Hj, "L
1 1 1
i I-,-
iTi
212
if�
--
2 1'�l
i 13
J�
1 1
YJ-3
2
3
3F
1
if2
1
i13
�14
A,F
IT
21212
12
0 2
*2
-51-25
1
F-2
2 1
i5
1
-272
1 1
-3F3
1
- H13
1
T,
1
_,r
1 __
T3
1
2T2
PSF
59 1
671
79
37.000
C,D,E,F,G,
H,I.J,K,L
1
1
1
1 2
1
2T-71
2
1
2
2
1 1
1 1
2 2
ilidi�2
Tj�JY,21-2113
3%
�il[ij
3 F3
-2
31-3
i5
�51-3Ti[-:Fj
A,B,M
�l 1
�12 2
T
1
�22
2
-AH,
1
2 2
2
-
25
1 2d
3 3
1
2Q
1 2
-�i
3Ti
1
3
1
3F3
2
V3131313
2
1
2
PSF
54
79
62
79
1
1
40.000
C.D.E,F.G,
H,I.J,K,L
2
2
2
2
2
2
2
1 2
231
2
2
2
2
2
Hi:
Ell
1111212
--12
25
T2
�5
2
1 -21-
-
'31
_L
35
iT2-
1 36
'4 1-3
1__�
313
3
iN
3F31
_3 I j
—
A.9,M
2
IF,
2
-, F
2
JTI[2
22
2 i 2
2
1 LF2
2
jj�f
1 2
2
2
Y[
2
37'j
2
j1d
2
3
2
2
2
2
3
2
i-,;
PSF
49
1 79
661
79
79
44.000
C.D.E F G.
H.I,J.K:L
2
1111111
1 2
_2
IF
JF
1 2
2y
2F
2
_2
2
2fl
2
1 i2 i
2_i
iT,
i i
2
i
1 2
i1i
2_
4T4
2
i5
V4
4
i!'2
A,B,M
2
1 2
2
2
2
2
2
2
d12
2
2
2
2
2
2
2
2
1111111
jt2
IF_
2
F
- --
212
2 F2
H33
2 1
-iF3
-3741-2F3
-1
1 32d
3
4-7,4
1 3; 3
-�51-4
- 41
3-1 ' Z
PSF
45
1 74
51
1 74,
1 79
1 79
1
I
48.000
G,D.E.F,G,
2
2
2
2
._
2
2
2
4
14�_j
14
2
37--
-11-1
2
27
T2
i
M22
T33
M-23
A.B.M
2
I-Fi
2
I F,
F
323
3 1
2
1 2
3
*2
13
2
2
4
2
PSF
41
67
1
53,125
C,D,E.F,G,
H.I.J,K.L
2
El
2
�j
2
-iFi
3
3
e4
2
3� i
3
3
di F4
1
-44
2
3
3
2
A,B,M
2
am:
2
all
2il
3T
2
35W4
1 3
2
-314T4
1 3
3
4"4
2
iril�:4
3
3
Z�
2
11070w=wl%�
�T.OFAUM.�
ANCHOR QUANTITIES
ABOVE MEETING RAIL (HE8R &JAMES), CUSTOM
FLANGED
WINDOW HEIGHT WNUS SASH HEIGHT TABLE7.
wMQW MRSKI MINW
�H HEIGHT
FRONITABLE B.
SUBSTRATE:
17125
22.668
28.211
33.754
39.296
44�839
50.382
65.925
ANCHOR TYPE:
o
a
a�
z
0
FT
- z
O�
"kO
0
� Zo
0
-Wo
0
0
0
N z
0
- Z�o
0
N
z
0
- Z.Olz-zoolz-
oa�
0
0
el
0
z
0
�o
0
a
Z�
0
0
z
0
Z_Z
0
W DOW
WIN
DTH
GLAS9
TYPE
19.125
D,E,FA
K,L
I
1
1
2
2
2
2
2
3
- 3
1. 3
3 -
24.0130
D,E,FA
K.L
1 1
1
1-t-i
i
I
1
--i -
1
2
2
1
2
t22
2
2
1
2
_2
3
3
-Y
1
- 3
1
i
-2-
_3
-Y
'Y
3
1
Y-
1
-Y
1
_4
32.000
D,EAJ.
K.L
1
-j
1
1
1
1
1
2
1
2
1
2
2
- 3
1
2
1
2
1
1
1
1
1
1
1
1
1
1
3
1
-4
1
-5
1
'3
1
6
PSF
79
37,000
-6.-E—
FJ,
KX
1
I '1
1-1-1-
I
1
2
2
2
2
1
2
2
3
1
2
2
3
2
_
3
1
_._ _
3
2
4
2
1
3
2
i
4=3
1.
__2�
4
2
4
1�1
4
5
2
5
1
4
1 5
2
PSI
79
79
79
79
4D.ODO
D.E.F.J.
K L
2_1
-i
2
1
2
1
2
2
2
�]_2
2
2 -
4
2
'- i'
2.
4
2
4
1 3
2
4
2
4
2
3
1 F
5
2
4
2
4
_2_
5
2
5
1 2
1 4
1_2_
1 6
2
_2
2
3
3
PSF
79
76
[7079
79
77
79
79
79
44.000
D.E,F.J,,
K,L
2
2
2
2
2
2
2
2
2
2
2_
2
2
'i
2
5
2_
4
3
6
5
2
4
.2
_2
2
4
2
I
i
2
—3
—3
-4
4
4
..2
4
PSF
76
79
1
79
71
79
73
76
48.0M
OEAJ,
K-L
2
2
2
2
2
2
2
4
2
1 4
2
2
2
4
2
5
3
5
2
4
2
-6
3
5
2
2
e
3
6
2
S
2
1
1
1
2
2
2
3
3
1
PS
�,EFT,
71
79
63
71
79
64
74
57
7
69
53A25
K.L
2
2
2
2
2
2
—3
—2
—2
3
2.
4
3
4
3
1 5
2
4
3
-6
—3
-27-1�
�3
3
3-
1
-1
T 2
2
2
3
—3
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLES.
SASH
HEIGHT
SUBSTRATE:
15.776
18.776
21376
1
24.776
27776
30.776
31.106
ANCHOR TYPE�
.12.776
0
NE
F 8
08
-20
N�
0
z
0
0
- '
z
19.125
1
1 1
LI
2
1
2
J22
2
2
20
k2
2
2
2
:2
2
2
2
2
24.000
2
1 1
1
2
1
2
2
2
2
2
2
2
2
3
2
3
—4
2
2
--72-000
2-71-72-
3
2'
3
3'
3
31
3
4
3N
2
3
79
37-000
-2—F-l-F2-
2
277-2-
74
40.ODO
21212
2
2
213
2 3
3 2 3.3
3 3
4 3 3
4 3 4
4 3 4
68
78
-44.GDO
-2-[--2-U-2
2
2
2
3
2 3
3 3 3
4 3
4 3 4
5 3 4
93
72
79
i
48.000
2
2 2
2
2
2
3=2
3
4 3 3
4 3
4 1 3 1 4
6 1 3 [-4
-5-T-3-T-4
—F—T 4-
73
1
68
06
72
1
2
2 2
2
2
2
3
3 3
ANCHORAGE NOTES:
1. ANCHORTYPES: 1-1/4-ELCOULTRACONSORM2
SCREINSINTOMETAL
2-114'ELOOSS4CRETE�FLEX
3 - #12 SCREW3
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD - IS 1/2' MAX. FROM CORNERS
JAMBS - 17 Ir2'MAX FROM TOP CORNERS
11 ln'MAX. ABOVE THE MEETING RAIL
6- MAX BELOW MTG. PAIL
15'MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
MEW WINDOWS FROM TABLES 7. AND B. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAfl- AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM MEW
WINDOWS ARE 12 St8' MIN. TO 38'MAX
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
I'LESS.
6. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE NTH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4. SHEET 11 FOR METAL SUBSTRATE REQS.
TABLE 7. KEr.
MAXPSF SEETABLE3FOR
(DPL9ffrED) 712 FULLOP
HEAD 2
JAAGABOVE' T2
MTr RAI)
(FULL DP)
HEAD 2
4
JAMBABOVElfl
UrG. RAIL
TABLE 8. KEY.'
MAX PSF
(DP LuTED)FT11-21
JANIS BELOW1 2 1
WIS. RAIL
(FULL DP)=
': .......... ;-
JAWS BELOW
2
MTG . RA&
No. 58705
SEE TABLE 3 FOR
FULL DP
:: 13 �a�l
I'mm? CMLWA�=. ALUM. SINGLE HUNG WINDOW, IMPACT A-"LZN�'Ml
ATTS 1 10 - 11 4040M G FIL P.E.# 58705
<:j EXTERIOR INTERIORE">
1-3/4' MIN. EDGE
(ULTRACON ANCHOR)
(ALL HEAD AND BILL DETAILS)
WOODANCHOR
(SEE NOTE 2 & 3)
2-112- MIN. EDGE
CONCRETEANCHOR
(CRErEFLEX ANCHOR)
(SEE NOTE 1 & 3) 2x 0 DOBU K
(WSE EON TEC3)
1"MIN. ED,
3.35 KSI MIN.
CONCRETE
1314-MIN.
OPTIONAL Ix
WOODBUCK
w
I
MIN
W_ F
(SEE NOTE 3)
--it
1/4' j
'X
114-T
9�Z
SHIM
SHIM
DETAIL A
DETAlL B
TYPICAL FLANGED HEAD ANCHORAGE
I-lA- MIN. EDGE (CMU)
l-T4-MIN ' EDGE (ULTRACON INTO CONIC.)
2-1/2' MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.)
1-T4� MIN. EDGE
114'MAX SHIM
13/8,
MIN.
"C ANCHOR�
7 MEETING
FH BE
RAJL'SEENOTE2' 19
3 5r I CONCRETE
3 OSI M N
OR 1 5 KSI 'IN CMU
IF. BUICK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
114' --
.i �—Sffi'MIN.EDGE
M' 2-112' EMBEDMEW—kiig SHIK�
fl
n Ul__".D FRAME
x 2
2-112'
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI.DADE COUNTY
APPROVED 1/� ELCO ULTRACONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS I 314'FOR ULTRACONS INTO CONIC.. 2-1&"F D. FOR
ULTRACONS AND CRETEFLEXINTO CMU AND CRETEFLFX INTO CONC.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS),
1W SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 x 2-Ire COMMON NAILS (FI667 NL CM
S-07 Z (8d)) Bd PENNY SS 7JNC COATED COMMON NAILS, TYPE 1, STYLE 10—FIN MOUNTED
ONLY (SEE DETAILS E. F AND G THIS SHEET)
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE
T THICKNESS IS LESS THAN 1 Irr. Ix WOOD BUCKS ARE OPTIONAL IF UNIT GAN BE
INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
1 lr2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
6063-T5 AND A MINIMUM OF 10 THICK- FOR ATTACHMENT TO STEEL OR STEEL STUDS,
THE MATERIAL SHAi-L BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.046'
VL THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
WOOD BUCKS. THE ANCHOR SHALL BE A 412 SHEET METAL SCREW WITH FULL
ENGAGEMENT INTO THE METAL IF THESE CRITERIAME MET. THE RESPECTIVE DESIGN
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
6. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEMS.
1. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE. I
FH BELOW MEETING
RAIL. (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
15
1/4�
F MAX.
RAN:"� --[$HIM
.131' DLA. MIN.
x2l/2'NAJL,
AT CORNERS
AND S' D.C.
6. D.C. 6fs"MT EDGE L.131' DIA. MIN.
x2l/2"NAIL.
MAX. AT CORNERS
SHIM ANDWO.C.
DETAIL F, (HEAD) DETAIL E (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
C12RT. OF AM. �
FRAME
I
EMBEDMENT
DETAIL G, (SILL)
kNCHORAGE DETAILS
�um- siNr.LE HUNG WINDOW, IMPAC
I—NTS 1 11 - 11 1�%040-20
NO 58705 i-
LYNN MILLER, I
FL P.E.# 58705
SCANNED
BY
St. Lucie County
MIAMI- DE MIAMI—DADE COUNTY, FLORIDA
WM DAM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strec� Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) �.miamidade.govleconom
PGT Industries, Inc.
1070 Technology Drive,
North Venice, In. 34275 FILE COPyp---
SCOPE: , M "A
'Ibis NOA is being issued under the applicable rules and regulations governing the use of construction
materials. Ile 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.
DESCRIPTION: Series "770-1EIP11 Aluminum Sliding Glass Doors w / Reinforcements — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.l.",
sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed
and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section
Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County
Product Control Section.
AIISSIME IMPACT RATING: Large and Small Nbssile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturefs name or logo, city, state,
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.
TERMEINATION 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.
ADVERTISEMTNT: 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 No. 16-0629.07 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 Jorge M. Plasencia, P.E.
NOA No. 17-0420.13
CM]AWDAQEC%NTY Expiration Date: March 24,2020
I W Approval Date: October 05,2017
ZA2?, Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAMTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0004, titled "Series 770 H.P.-Aluminum SGD — L.M.L", sheets 01
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated
04/03/17, signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 20-3-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by fdalmis Ortega, P.E.
(Submitted underprevious NOA No. 16-0629.07)
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 Aluminum Sliding Glass
Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7825, dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E.
(Submitted underprevious NOA No. 15-0106.08)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Tesl� 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 Aluminum Sliding Glass
Doors (Samples A-1, A-2, B-1, B-2 and C-1), prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-7468, dated 09/1312013, signed and sealed by
Martin D. Brinson, P. E.
(Submitted underprevious NOA No. 13-1009.07)
Jorge M. Plasencia, P. E.
roduct Control Unit Supervisor
NOA No. 17-0420.13
Expiration Date: March 24,2020
Approval Date: October 05,2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNmTuRD)
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) 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 Aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
5998P., dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E.
(Submitted underprevious NOA No. 09-0826.12)
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) 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 Aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-
5998, FTL-6005 and FTI,6012, dated 08/07/09, all signed and sealed by Julio
Gonzales, P. E.
(Submitted underprevious NOA No. 09-0826.12)
6. Additional reference supporting Test Reports No.'s AT'172138.01-401-18 and
FTL-5254.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 61 Edition (2017), prepared by manufacturer, dated
04/18/17 and revised 08/14/17, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regalatory and Economic Resources (RER).
Jorge M. Plasencia, P. E.
PrIoducit Control Unit Supervisor
NOA No. 17-0420.13
Expiration Date: March 24,2020
Approval Date: October 05,2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVEDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS .
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER-
2. Statement letter of conformance to and complying with FBC 5th Edition (2014) and
FBC 6" Edition (2017), issued by manufacturer, dated 08/14/17, signed and sealed by
Anthony Lynn Miller, P. E.
3. Statement letter of no financial interests, issued by manufacturer, dated 04/18/17,
signed and sealed by Anthony Lynn Miller, P. E.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
5. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory, Inc., dated 06110114, signed and sealed by Idalmis Ortega, P. E.
(Submitted underprevious NOA No. IS-0106.08)
6. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 0 1/13/14, signed by Manny Sanchez, CEO.
(Submitted underprevious NOA No. 13-1009.07)
7. Laboratory compliance letter for Test Report No. FTL-7468, issued by FenestXation
Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E.
(Submitted under previous NOA No. 13-1009.0 7)
8. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P. E.
(Submitted underprevious NOA No. 13-1009. O�9
9. Laboratory compliance letter for Test Reports No.'s FTL-5998, FTL-6005 and
FTL-6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10109, signed
and sealed by Julio Gonzales, P. E.
(Submitted underprevious NOA No. 09-0826.12)
10. Proposals No.'s 09-0177-A, dated 05/05/09, -B, dated 05/27/09 and -C, dated
05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E.
(Submitted underprevious NOA No. 09-0826.12)
G. OTBERS
1. Notice of Acceptance No. 16-0629.07, issued to PGT Industries, Inc*. for their Series
"770-HP Aluminum Sliding Glass Doors w / Reinforcements - LALL", approved on
08/04/16 and expiring on 03/24/20.
,-'-Jorge ryl. Plasencia, P. E.
Proifuct Control Unit Supervisor
NOA No. 17-0420.13
Expiration Date: March 24,2020
ApprovalDate: OctoberO5,2017
E-3
1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERJOR)
SAEU4
MISSILE IMPACTRESPUMCE
GLASS STRENGTHS: T m TEMPERED HS � HEAT STRENGTHED
WOESISTMIDARDS USED:
INTERLAYER TYPES. k P .090- SENT�RYGLAS
G4.7116- LAMINATED: (2) Cr—ms OF 3/1 S' HS WITH.090" SG INTERLAYER.
2017MOR(DA BUILDING CO.DE �ITC ON
04A - 9116' LAMINATED: (2) LITES OF 1/4' HS GLASS WITH.090' SG - INTERLAYER
.2014ROR[DABUIUDINGOD
-NiTME130049
E FGC��
G6- 1- LAMINATED INS LATINGGLASS: il—l6- TEXT. CAP - 3M*TIR SPACE - 7/16- LAMINATED: (2) LITESOF Will" HSGLASS WITH.090- SO INTERLAYER.
-MSVW&PA NDS4015 FOR WOOD WNSTRUCTION
G6A - 1- LAMINATED INSULATING GLASS: 1/4' 1 EXT. CAP+ 6116- AIRSPACE+ 7116* LAMINATED: (2) UTES OF 3/16" HS GLASS WIT14.090" SO INTERLAYFR.
-m.UMINUM DESI�
mmLML, Aul
A, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 91360.
-A16151OM2
2) DESIGN PRESSURES:
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300.
-AISC36�10
C. DESIGN LOADS ARE BASED ON ALLOWA13LE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
SHEET
THAT COME INTO CONTACT WITH OTHER DISSIM ILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CU RRENrr FLORIDA BUILDING CODE. FOR ANCHORAGE
GENERAL NOTES ............. 1
DETAILS SEE SHEETS 4-6.
ELEVA71ONS .. .......... . ...... 2
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
GLAZING DETAILS ............ 3
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
ANCHORAGE ........ .... 4-6
6) REFERENCES: TEST REPORTS FrL.5998, FTL-6005, FTL-7468, FTL-6012 & FTL-7825.
DESIGN PRESSURES ..... 4
ELOO ULTRACON. CRETEFLEXAND AGGREGATOR NONS, ANSIhkF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
ELEVATIONS .............. 7
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
CONFIGURATIONS. 7
HURRICAJNE ZONE (H"Z),
VERT. SECTIONS . ............. a
8) DOOR SIMS MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. AS APPLICABLE.
HORIZ. SECTIONS ............ a
9) CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108') HIGH WITH MAXIMUM 4 FT NOMINAL WIDE DOOR PANELS, MAXIMUM 4 PANELS. SEE
PARTS LIST ....................... 9
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 & 7.
EXTRUSIONS .................... 10
D.L.O. WIDTH = NOM. PANEL WIDTH -7-
D.L.O. HEIGHT = DOOR UNIT HEIGHT- 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE
COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE
TA13LE A ON THIS SHEET FOR EM BEDMENT, EDGE DISTANCE AND
SUBSTRATE REQU REMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET
3) WOOD BUCKS DEPICTED AS IX ME LESS THAN 1-12- THICK. IX WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID
CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 .1 /T THICK OR
GREATER. I X AND 2X BUCKS (WHEN USED) $HALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK D "GN AND
E!�
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR RIHITECT
OF RECORD.
TABLE A -
On.,
Andso, TYM
annuals
Ms. 0,
Glass-
ann.o.c.
MI..
Enst.dnaufl
MdOm 0.,
A
012 1" sms,
F,60 kal. F�05 an
01241OSSISMS.
F1-W"1,F,-1IGkd
All
S�m pla, (SO - 0.55)
w1w
MY
14Yv
am-lill mons,aul
w
Ms.
D.071.
— a
AN sun
we
Ms.
0.�
a, M San mud
we
MG.
0.0w (13 GG)
Ile Gus A97�11`
F,67 W, F,00 kli
M
�.—. (�. 212 IsG
Bad 8.� (AsIM �
b
�.. 5..lc �nu .)
r
—r
—11le
AN
ssuds. Pi
v
v
1�
—7w
B
012 susl sms IGI 0
s
—F'w—
91—W
0.071-
NIS Steel
Wis.
Ga., Gas
7
(n. an
ot
c
DR. uluu�nD
An
Cusaaw In. 2.85 511
v
41
'40'
"r
7�.—
h
1.
r
6'
I-V4'
1,155 .1. FIM usl
M
�'sn` n 7 1,
-�=
I..
1�6-
Jamb
Nl� BID" ukSW M)
IW
4
1 4
j
Junn,
Muru G.�' I .)
�Iw
6-
1114-
D
14- 410 Sul Ek. OnI.RaIll
14 .410&.
F'.IV 4 -10.71sl
F,
1*mil � 541
Oulanno (� 3.15 k8l)
1.
v
1`u4r
Junin
comnas'. ��,lsis,
1.
v
i'Ye
J.,
mr
Hdiss BII (ASIM OGD)
2 -1w
TIN
AS
a... pirs Guo - 0.aG
—1'
1.
G.
1ww
PRODUCT REVISED
as compM selth Ids. MGM.
Building , .
MALMO.— 17-0420.13
E"ll Data 0312412020
Mlam"
,We ll Control
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
1) WHERE SUBSTRATE CONDMON S REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE
ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FORALL
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
TABLES IN THIS APPROVAL.
2) ALL ANCHOR HEAD TYPESARE APPLICABLE.
Eill
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
3) FOR STEEL STUDS, MIN, FU = 45 KSI, MIN FY = 33 KSI.
REQUIRED. IF USED, NOWSHRINK, NON-METALLIC GROUT. MAX. 1/4'
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
- .
THICK & �00 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE
5) ANCHORS MUST 13E OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND
ENTIRELENGTH OFTHE SILL THAT IS NOT TIGHTTO THESUBSTRATE,
BEYOND METAL SUBSTRATE.
AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
V]t.Fr
3D# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
-0 �.,
WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
177��'
GENERAL NOTESAND MAP
11
CERT MF� AGM96
I - 10 1 PGT0004
—MAX UNIT MAX. UNIT
WIDTH 96" WIDTH 145 5/16"
MAX. MAX.
DOOR DOOR a4a
UNIT //111-1// Fit UNIT
HEIGHT HEIGHT
1081, 1081,
, X0, ox,_Z� , oxx, xxo, OXOL-�
PRODUCT REVISED
.� compIllo
Bu,ldgg Jowltk �e Flodda
NO". 17-0420.13
MAX. UNIT ftplmean �WO312412020
WIDTH 191 1/2"
n.1
MAX.
DOOR
UNIT
HEIGHT
1081,
oxxo
68705
APPROVED CONFIGURATIONS
ELEVA
TIONS
SERES 770 H.P. ALUMINUM SGD LMI
I; A. L"N M� PE.
aw"o". I—AfTS 2 __PGTO004 p �5=5
I— - 10 1
3/16"HS GLASS
3116*HS GLASS
.090'SG
" SG
92-
3/16' HS GLASS
SMUMHAL
3/16" HS GLASS
74
318m AIRSPACE 74
POLMOBaITYLENE
IWNOM,
3[16' T GLASS
MH DESI�Wr
7 fit. No
16 C
VNOM
KODISPACE
82
GlAtZ
4SG TP8
3/4' NOM.
83 3W NOM.
GLASS
GLASS
80
SITE
9 BITE
INT.�
6.5
54
H()TWELTIuJT)(I-
55
STRUMIML
7/1 B' LAMINATED GLASS TYPES G4
I'LAMINATED INSULATING
SILICONE
WIVNOM.
GLASS TYPES G6
F
F�M
WITH
DESICCANT
EXr. (tASS
@ SUPER
SPACERuNXT"
3116- HS GLASS
1W HS GLASS —
.097 SG
INT. OLASS
uu
.090"SG —
3116" HS GLASS
PRODUCT REVISED
�LA
i/a,'jHLS GLASS
74
5116�AIRSPACE 74
�UMINIJM
rnfti., Ith 0. Fl.dd.
�_
9fle"NOM.
114""TGLASS --I
Dallas., de
IM42943
82
.
expamaon Date 0312�020
314- NOM.
83 314- NO M.
BUTYL I
By
GLASS
K
GLASS
0
mj.-*;�D
81
a[
BITE
79 SITE
F
6ms
SIDURASEAt-6
SPACER
54
55
GIA SS
9116n LAMINATED GLASS TYPES 134A
GLASS TYPES (36A
I
Pan 0
Description
Material
50
KoMMelEg 40 TFS Spacer System
—T7--
duareat Sup —or Spacer nXT vdth Hot Malt Butyl
See this
Sheet for
So
Quanex oumeal Spacer
Matedals
59
Fardinal)(L Edge Spacer
ROLL-'C
T."'Es. ST XLEDGE
G�j @�;PACER
No. M705
SLAMS NOTES:
F
'HS' = HEAT STRENGTIHENED
,
I
:-r=TEMPERED
'BMIMM-7
NG D ETAILS
'N
G=
SG' -,090' SENTRYGLAf8y KURARAYAMERICA, INC.
—
�-M,7�
SERZIES22 OH.P�ALUMINUMSGD-
MR�1:7
1 =0�
THIS SHEEK
CiNt
—
XMNMUXKPZ.
3 �10
Pal
Design Pressure (DP) and Anchor Quantities Required
(For all appi,nued configurations, Shoot 2 and Glass Types, Sheet 3)
Dw Unit HeIght
Ruintbimed Intedoclui
1.
90,
w
Ior
He�ty Ast.g.1
60-7/8' DLO
7�718` DLO
79-718* DLO
87-718- DW
91.7ir DLO
97-7� DLO
H.g,4.ty SUI..
An.horOmup
Anhr G..p
Anchor Gnsup
Amhor Gmup
AnchorGmup
AncharGmup
ajj:=D
A�D �
2]2=D
��D
��D
Design sum
.904130
.904-130
.9w.130
+w/-lw
.9w-130
+PW-130
2v
I?-
OLD
Hnadisill
—CP-27C5—+2
C5+2
CS+2
'
C5-2
CS+2
CS-2
CS-2
C5-2
03+2 G5�2
06�2
C�2
C5+2 C5+2
C6+2
CS-21CS+21CS+2lC5-
Jmb
10
1 a I a
1 8
10
a I a
I a
10
1 10
1 10
1 10
12
1 10 1 10
1 10
12
1 1 1 10
1 10
14
1 10 1 1D
1 10
Desigh Pmsum
Sy-1w
-9,V430
+OW-130
+W.130
+904430
+RV-130
'E
W
23-
DLO
Head/Sill
CS+21CS+21
2
J!
C5+2105+2
CS+2106�2
CS+21CS+21M+21CS+2
05+2103+2100+2
C6+2
C6+2
C6 -2
06+2
C15+2
06+2106+21CO-21co+
Jamb
12
1 10 1 8
8
'�2
12
10
8
8
12
1 10 1 10
1 10
10
14
12
10
10
ILI
12
1 10
1 ID
ousign pfflsm
+W.130
+2w-f3o
.9w430
+Sw-1w
.9w.1m
+9W-130
E
w
2V
DLO
HeadSIII
JC�21CS+21CS
2
KEE
C 2
0+2
08+2
CS+2
C5+2
016+2
06+2 U42
M2
C7+2
C7+2 07-2
07-2
U
�12
C742
Jamb
1 12
1 10 1 0
1 a
14
12
1 Is
1 0
14
1 12 1 10
1 10
IS
f 14 1 10
10
Is
1 14
1 12
1.
1 10
DesIg" P...
.904430
-901-130
+9W.130
.9w-110
-901-130
+901-121.4
42-
DL6,
Hnsdisill
C6+2103+21m.
U-2
1 C28�-2 I CU7+2
I C77- 2
J.mb
14
1 12 1 8
1 8
16
12
1 10
1 8
10
1 14
1 io
1 10
18
1 14
1 12
1 to
20
1 18
1 12
10
a 'i
15
in
+9w.130
+9w-130
+901-130
+904-lm
'901-11a5
+904-110
1.
41.
DLO
+
1
�121
L+�3�
�12
Or
T'fIS
�121+13111
C"
E
[C8*-3
-F-I
�T+3C7+3
C8+3108+39PNC7+2
J..b
11
1 12
1
1 la
I a
1
10
14
1 10
1 8
14
031
1,
2—T
1-0
20
1 15
E,12,d
10 1
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QuANTTY. DIMDE BY 2 FOR PAIRS TO BE INSTALLED.
F
" � 4-0 1-M
w
ALL 11 XD
WITH THE 906 HEAVY-DUTY REINFORCEMENT
HEAVY-DUTY STILES
0 = EXAMPLEONSHEETS
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OFTHE 4"SILL
2. WHEN USING THE 2 1/2"SILL, POSTIVE UP IS 46.67 PSF MAX. AND WITH THE 3 IW SILL,
POSITIVE PRESSURES IS 60.0 PSF MAX
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET.
3.2 1/2', 3 114" AND 4' SILL HEIGHTS ARE TES TED FOR WATER INFILTRATION WHEREAS
THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MY BE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT
FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED
FOR WATER INFILTRATION.
4. SEE SHEETS 1, 5 & 0 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5, DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
D.L.O. WIDTH = NOM, PANEL WIDTH - r
D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.126-
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866-
TABLE 1A;
SIR Height to IlhoL (+) DIP
" W4
ate Institution Rafing)
Sill Riser Height
I-) Design
j
Pmsm, Pur
riumn - IArz
6� note 3
LoW - 2-1/Z
+46.97
Medum - 3�11�
+60,0
HIgh - 4'
+ 90.0
SEE NOTES 1-3
OH LENGTH
OH LENGTH
OH 6H —HEIGHT = CHI RATIO
HEIGHT
LWl EQUAL TO I
a
0 OR GREATER
0
SEE NOTE 3
PRODUCT REVISED
....,I=,.MtheFladdo
Building .
NOJ,N. 17-0420.13
Expluati.. DuW 0312412020
BY
fillankl�� Product control
0�4`( LYIVIV
............ 4fl
NO.58705
-IORAGECHART
H.P.ALUMINUMSM-LMI 111.11 L I
�TS I— A. I" "HILLER KIL
4 . 10 11�p�
Gil G� P.E#&=
EXAMPLE OXX ANCHORAGE PLAN:
(3) PANEL, 48". x 108"DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C IN CONCRETE SUBSTRATE "ANCHORS PER PANEV ARE THOSE
ATTHE HEAD AND SILL BETWEEN
+�2 C7 +.2 G7 +2 CLUSTERS OR THOSE BETWEEN A
I I I CLUSTER AND A FRAME JAMS.
2e=' x J. 6"MAX
D� 0
(ADD n6CNAL (20) ANCHORS TOTAL @
ANCHOR WDSPAN EACH HEAD &
IFNEEDED) I
108,
MAX
48- NOM. PANEL WIDTH
8' MAX, TYP.
34/2'MAX —1 1— '!�T!Lc��
2.D4'
. 24-MAX.O.C.
CLUSTER DET.,SHT.6 I
. — 3.5'MAX
C.L. ASTRAGAL
ASTRAGAL
CENTERLINE
B-MAK 24- MAX O.C.. 1 145-6116* MAX �E�T�CTF,�INEL EXTERIOR
21' (12)
MAX o.c. ANCHORS
PER
JAMB
(SEE
SHEET
OFOR
CLUSTER
D.C.
SPACING)
PRODUCT REVISED
—1
...... Ing wIth � Plodda
R`ldl�,=.
17-0420.13
6'MAX
D�� 0312412020
8* MAX
ANCHORAGE REQUIREMENTS NOTES:
I. APPROVED ANCHOR TYPES: SEE TABLE A, SHEET 1.
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE I ON SHEET 4:
HEAD & SILL ... ... . ...... 8' MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8- FROM CORNERANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24- MAX ON CENTER
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL I INTERLOCKS ON SHEET 6.
dAMBS ......................... 6- MAX. FROM BOTTOM AND 21'MAX D.C.
UTILIZING.JAMS ANCHOR QUANTRIES FROM
TABLE ON SHEET 4. ANCHORAGE SPACING & EX4MPLE PL
SERIES 770 H.P. ALUMINUM SGD - LM
NO.587as
I I = — I --PGT0004 A.L
lailiZ ist! I;Z. I NTS1 5 _ 10 1 a
1. ALL DIMENSIONS SHOWN ARE BASED ON
LNT.
MINIMUM ALLOWED.
2. METAL SUBSTRATES SIMILARTO WOOD
SUBSTRATES AS SHOWN.
- DIAGONAL. D.C. DIMENSION IS 4.051- IN THE
HEAD & SILL, 6'IN THE JAMB.
2 1 /1 a- Z, WOOD SUCK TYP.,
EDGE DIST SEEANCHORNOTE
�7q
EE TABLE 3, SHEET I
SHEET I I
E EMBED.. SEE 5 MCHC
)cr- LVOF_�WABUE A, SHEET 1
1/4' EMBED., SEE TABLE A, SHEET
MAX, T
SHIM 1/4' MAX. SHIM
WOOD ANCHOR TYP., SEE ix
ANCHOR NOTE 2. SHEET I BuC
DETAIL A, 2mTRACK Wl SCREEN FRAME HEALD SEE R
WOOD INSTALLATION NOTE 3. 5 1
CRETE
R TYP..
CENTERLINE
EDGE DIST.,
SEE TABLE A
SHEET I
m2_1/161.
EDGE DIST., IS CHOR
BE NOTE1, HEETI
.�CONCRETE
d , ..
iNl-
CENTERLINE
1.75,
--i
r
BANCHORCLUSTER CS
2.06"
LINT.
ASTRAGAL OR
—INTERLOCK
CENTERLINE
r3
2.04
EDGEDIST.,
SEE EXT- DETAIL D, 2-TRACK FRAME JAMB SEETABLEA -
SHEET I CONCRETE INSTALLATION SHEET 1
2x WOOD BUCK TYP., SEE IxWOOD
114-
M� BUCK TYP,-�
SHIM ANCHOR NOTE 3, SHEET I
_E SEEANCHOR E)Cr.
TI E)(TERtOR INTERIOR NOTE 3. SHEET 1 —
(ALLVERT. SECTIONS) 1w
WOOD INSTALLATION MAX.
EMBED.,SEE SHIM
-WOOD ANCHOR TYR, SEE' TABLE & SHEEr 1 EDGE DIST.,
ANCHOR NOTE 2. SHEET 1 1/4'MAX SHIM G�TABLEA
SHEErl
2XWOCiDBUCKTYP..SEE CONCRETE INSTALLATION
1/4' MAX. ANCHOR NOTE 3, SHEET4-fe5;�,
(SEEANCHOR 0 E 114* MAX I 1 2-1116"
NOTE 6, SHEET dl) TABLE A. SHEET 1 2-1116'* (SEE ANCH OR
L%NOODZCHOR NOTE 5. SHEET 1)
TYP.SEEANCHOR EXT.
NOTE 2. SHEET I
2x WOOD SUCK TYR, IS EE
EDGE DIST., EX7. ANCHOR NOTE 3. SHEET I
SEETABLEA oErAIL E, 2-TRACK FRAME JAMB CONCRETE ANCH&T�P
DEI �CKFRAMESILL WOOD INSTALLATION SEE ANCHOR NOTE 1. SHEET
WOOD INSTALLATION DETAfLG.2-TRACK
A. SHEET 1
6 - 10
7ANCHORCLUSTER- P.RODUCT REVISED
C7 Iffm th. Fl.rld.
EMBED., 117.0420.113
SEEZIPS' TABLE A. =tl.. D.t. 03/2412020
BY
LCONCRETE ANCHOR TYR,
SEE ANCHOR NOTE 1, SHEET I
DETAIL F. 2-TRACK IFRAME HEAD
AS REQ.
'A
4 rm,
K
S�
�ow
A
S�
D
SINGLE
m
L
$NOLE
AS701��
LR
-dc
�QCK
N
SNGLE
C
swGUE
MIRAGU.
pfr�
pLNIMMOCK
RL�Ui
IWEa�
T
LC=ME
T
n
s
L��
OI)T
F-s-7
LO01=1W
IN
NOM
REINFORCEMENT (ITEM #66) REQUIRED ATALL INTERLOCKS.
16, INTERIOR
(ALL PANEL TYPES)
ID EXTERIOR
D.I-O. WIDTH = NOM. PANEL WIDTH - 7'
D.L.O. HEIG HT m DOOR UNIT HgIG HT - 10.125"
PANEL HEIGHT - DOOR UNIT HEIGHT - 1.868"
JAMB OETAIL'If OR V.
NOTE
SHT 8 &ANCHOR
1. MAXIMUM NOMINAL
DMILS'D'&'E'.SHT.6
INTERLOCKDE TAIL 'J,
PANEL WIDTH FOR ALL
.
SHT. 8
PANEL CONFIGURATIONS
EQUALS4T
ASTRAGAL DErAIL 701, SHT. 8
HEADER DETAILT. SHT. 8
EXTERIOR
&ANCHOR DETAILS'A' 'B'
& -F, sHi. 6 7
- 191 lrzlMAX.uNITWiIJJH --
41"MAX, NOMINAL
'M
:
_P eL
D.L.O. -PANeL
W"
WIDTH i r WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R
v
.01
Tl
97 7/8' 10
MA
D.L.O. DO�
UN
HT.
SEE
TYR HI
RBNF.-\
NOTE
REINF.-\
TY
3
=u
C
IR
T
EEFRAMEJ OXXO(2TRACK) BILL DETAIL'H 8 . 8 &
PANEL CORNER ANCHOR D ILS IC! &
HT
CONSTRUCTION 's , 6
DETAILS BELOW SILICONE
BY OTHERS
#, xi*
q# ox PH SMS
PH SMS
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES,
1. SEE THIS SHEEr FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL
PANEL WIDTH = 46'. SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4-6 FOR
ANCHORAGE DETAILS.
2. MAX OLD WIDTH = 41" MAX. OLD HEIGHT = 97 718', MAX PANEL HEIGHT = 105 1/8'.
3. (1) LOCK (FENS 75 & IiI7-1 10) AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103) AT FRAME JAMB CRASTRArAL.
A�a&M
swm�. I t4TS 1 7 � 10 1 PGTOD04
PRODUCT REVISED
.. —OW Mffi � Ff.dd.
...g. ode
No�% 17-0420.13
D.w 03124/2020
-Y
mlam�p�mdum�n"l I
No. 2705
w
DETAIL W
DETAIL 'N' SCREEN
AT HEAD
(2-TRACK SHOWN)
SILL RISERS OPTIONS
(SEED.P LIMIT TABLE IN SHEET 4
SEE SHEET 6 FOR FOR
INSTALLATION DETAILS)
FXT. I Exr.
FLUSH BOX SILL RISER LC
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
PART ILLUSTRATIONS
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS)
STANDARD CLIP OPTIONAL CLIP
WIRETAINER#106 WIRETAINER#123
DETAIL X; (FIXED PANEL)
/'I rRIOR INTERIOR
DETAIL'O' SCREEN
AT SILL (ALL VERT. SECTIONS) DETAIL -P SCREEN
(2-TRACK SHOWN) AT JAMS
(2-TRACK SHOY"
(2�1/2-)
RISER
EXT.
MEDI 3ER
(3AM-)
�.W�ADNV
HIGH BOX SILL RISER
(4')
EXT,
HIGH FLAT SILL RISER
(4')
'D, INTERIOR
CALL HORZ. SECTIONS)
15 EXTERIOR
MAK 100- 977ir
DOORUNIT M0,X DETAILT
HEIGHT OLD
TYP.
8 � 10
DETAIL'H'
ASTRAGAL
DETAILTM'
PRODUCT REVISED
Uh Die R.dd.
,,"a_ 117-0420.13
Wiration Date 03/24/2020
mlazn�� P�utt Contrv4
*:- N.. 09705
Hem
POT
Dwg. 0
POT#
Description
1
Inas
617306
2-TRACK HEAD
2
173413
61MOU
2-TRACK HEAD VVRH SCREEN FAIL
5
W314
SIM14
FRAME SCREW MVER
6
IM17
GIZ317
FRAME HEADOAMS ADD�
7
Im
817304
2-TRACK Su
a
17131
517301
2-TRACK SJU-INITH SCWEN FAIL
11
171513
SIM3
FRAME SJU-7RACK INSERT
14
17M
B173M
2-TRACKAkMB
is
IM02
81MM
ZTRACK .1NMB Wn SCREEN FAIL
!IM
BILL P18EII
319
91 _1
BILL MER - HOLI-CAk
20
IMI
I 61MA
SU WES � UOVY' FLAT
21
Inle
einia
SURSER-LOWHOLLOW
_n_
!60
SILLMER-MEDFLAT
9-
� 7��_:
SILL RSER- MED HOU.OW
V1
1�0
U] rim
17an
I 6173Z
SIU- RISER - HIGH FILAT
TUIS
4� A� B�Ul PAHIU:
40
Q19
I 61n5B
ISCREENSIDERAL-LOCKSTILE
41
71-MMOSK
ISCREIENLOCKSIET
42
41818
SCREEN KEEPER SPACER SET
43
BIS2
68152
"
"M
fi�a
SCREEN DOUBLE INTERLOCK
45
4317
8122M
SOMENTOP RAIL
46
4318
S1nS7
SCREEN BOTTOM RAIL
47
me
7SRAZ
STANDARD ROU�R
48
668
7SRAX
STANDARDROUER-ST.STL
40
61w
SCMUASTRkGAL
so
17149
aln,49
OXOSCREIENASTRAGALADAPTER
51
1602
elm
SCREENSFU141E-jer
52
IS04
1 011194
SCREENSPUNE-157
53
61816=
SCREEN CLOW
54
1725
112' X4' X 1116' SETTING BLOCK
55
Ino
VXV X111WSETTING BLOCK
III
17M
617=
PANELSTJLE(HUVYD=)
02
InV
6173V
AITEMUDCK AMMR
0
Ins
67pva
"
Ing
71M
SUEND�THERSTRPPAD
65
17328
8173M
INTERLOCK SCREW COVER
60
17WI6
Slime
INTERLOCK AUUM REINF. (PANEL V)
Item
POT
Dwg. #
PDT 0
Desuipfion
w
I�u
Simu
HEAVY DUTY ASTPAGAL
0
IM4
617324
TOP & BOTTOM RAL
IT
17350
41735D)
�IHERSTRP EYTENSK)NI INJECTION MOLDED)
71
1695
71685
I-11Z' X V XW HIGH FIN SUL DUST PLUGS
n
8153
7815ax
TANDEM ST. 371- ROLLERASSY.
73
Ww
78153N
TANDEM WILON ROLLERASSY.
74
SILICONE
DGWSW),DOW�SORGE-7700
75
8W
781M
GEMIN MORTICE S-PLY DUAL LOOK W&ONG TRIM PLATE
76
7I03WFPFX
10IM2 X 1- FL. B.S. SCREW WMPE 'r TIP
IT
TIGM9
IlM2STEE1ZNC"UT
70
InSo
617:357
1- IG BEAD .
..
Ims
817369
71ISBEADIFPSIDPANELCUP
81
l7uW
GlnZU
WIT BUD
u
Im
81PZ47K
VIMLIBLUB�ATHERSTIP
83
61745
17,35
LOWE Nq W X IIIV SOL. SIDE ADH. TAPE. POLYET)1.
8052
4W52
ROU.ER AM HOLE PLUG
101
7087
AMB BUMPER
im
IM
71690
DUSTPLUG
103.
else
7818BX
I -KEEPER
104
S53
TSDIKEEP
SCREEN LOCK KEEPER
10
17W
Sln4d
FMDPANEt.CUP-VLONG
100
17MS
817M5
EXTERIOR FMD PANELRElAdNER- WIT
TTURN
-fa-7-
IMS
71739
HANDLE HIT -INTERIOR RAISED IATTH THUMB
108
1740
71740
HANDLIEW-MISEDE)CERIORHANDLE_
100
Ini
78162SN
HANDLE KIT- RECESSED INTERIOR WffH THUMB IUM4
110
IM
78178
IT C"SS�
MM �P = RS r— RIC R P ULL
ill
7leCWPPSDAX
Me X314
112
Me
67SI6
WSTP,.270'X.I7V-FNSEA1
113
1712
64066
AWX.MTFINSEAJL
114
7IM115PPX
#10XI.U?
115
71OWPT
010XV
'1'
noxix
91�20XVSS.
_117
T
p]�glM1==PA2LRETAWER,71W
X'-' S S.
10 1
17M2
NOTES:
1) ALL ALUMINUM = 61)(33-TS
2) ITEMS It 3.4. 9-10,12,13,16,17.26Z9, 60,67,78. 84-99 & 118.122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL
PRODUCT REVISED
io M. Ff."da
17-0420.13
ExpimUon Dato 03r2412020
By _-_�
figa�
�ffl PMduct Conftal
Z* : j N-. 58705
f9:1ES "HP. UMINUMSGD-LMI
NO, CHANGES I HIS SHEEr. k L� MUER RE
1__pG
j
MrS - 10 T0004 �G
0.718- 1. I.DST 1 , 003-
0.2g04
0326, 0.062- 0,045. 0.7tr 7 1.36,
0062- 0':V O.:2A4 51.
S'
CLIP
INTERLOCK SCREW COW :D PAUNWEL -7LP
0.G80' 4.4
t4 t12 6.198- [a 91' 1.60 5.069,
3 1304'rTTO "08,M 121, -TRACK SILL 6
25' 2-TRACK HEAD WI SCREEN TRACK 2
TOP/BOTTOM BOTTOM RAIL (2) MATU 6063-TO (7) MATIL: 000-TO INTERLOCK ADAPTER
(62)MATL: 606�TB
(69) MATI� 60�W - 6.221-
0.076 0.06r ii 6 5.
1 1 sc
FLUSH FLAT SILL RISER
0 1'r 16. 08)MATL: 606VM
I
1.36,
0.081*
6A98'
2-TRACKJAMBW/+
SCREEN TRACK
I
1872-
SILL W/ SCREEN TRACK
PRODUCT REVISED
� 0. Fl.d�
HEAVY DUTY STILE
(61) MA7L: 6063-TG (68) MAT'L
0281
606 3-T6 0,062"
�IGREEN ESTILE
0 (8) MATL: 6053-TO
E 1 ".1 Im.-M, 7. 0 �G. 13
ftpl.u�� D.to 03r24/2020
5.069-
1.664"
0..7(9'0
0.752" 0.709"
BY
i
(40) MATL: 6063-T6
0. 080. Caol -m
1045" 080" - I
- SILLTRACK 0.8m �- -j L- .01.5w
1.211"13.080" 1.254' �TLB�T6 FDMD PANEL FIXED PANEL
FO8 �Tn 1.2 1�0'0*
93.1
1 - _j 0.'062- CIO RETAINER, 718" RETAINER 16'
- 2-TRACK HEAD .26W 0.076- (123) MArL: 6063-T6 (106)MATL:6063.T6
(1) MATL: 500�Tb REINIF CEMEKrr SCREEN TOP RAIL
OR. - (45) MTL: 6063-T6 0,232'
0.76T -E: 61�63- le I . 9193,
T .
0150, (MEWLLENGTH -g-) 0.062- 0.23T
0.0� 0.062- SCREEN BTM. RAIL
- - . 0.760* (46)MATL:Wff�Te 0.232'
0.062* - 3.95V
4.055" FT 1 31205, 1 ."ll, 11 rl"',
3.30T -1 lj 5' 1
9 2 55 0.062" 2.45 LYNIv
Sa7a,
0.062- 0.062' 0.062'
USER LOW U LOW FLAT SILL RISER MED, FLAT RISER HIGH FL
F20-)
(24)1 a3-T6 MArU 6063 TO 0. Q7 I I
� U N
JSIO
;�O ��.P. ALUMINUM SGD LMI
�US'OS
��M�71 �G No�TMSHZET. 7SE�RIE-q �77H.P,��UMINUILS
6 �D - �LMI
Mj-m- I-Iqi m .10 PGTm G
-In - I N PEOW05