HomeMy WebLinkAboutNOASCANNED
BY
MIAJDMA21 St. Lucie County MUM-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. 'Me 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 (AID).
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 dete e County Product Control
ta
ee he e en h a -ab' n,
all ir ts t e pplio
to in It r u ' em of
Section that this product or material fails to meet the requ' e ents of the applicable ing code.
as eel d bas� been esi to comply with t
This product is a ecl 7
d �W herem, and has been omply with t Florida Building
H Z
C:7 16��to C
e tor cane one.
e E e m
P 0�e , loc-! Clipped xtmd d Alumin� Tube Mullion
PT e
Code, including the ' i ocity Hurricane Zone.
DESCRIPTION:S ies "PGT" Clipped Extruded Aluminum Tube Mullion — L.
win � I I i
APPROVAL Docu rawing No. 6300JR, titled "Im act— luminurn Tube Mullions",
ar (F v marm ctu r. 1 9111.
sheets I through 25 of 25, prepare y marm acturer, 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.
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product� for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at thejob site at the request of the Building Official.
This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge 1VL Plasencia, P.E.
NOA No. 17-06
20/1� � I
it Expiration Date: May 26,
1 11_1� Approval Date: November 09,
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets I
through 25 of 25, dated OW9/11, 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 05/05/11, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
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
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Prdu/Jorge M. Plasencia, P.E.
c-t Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-611 Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financW interest, 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
'TGT" Clipped Extruded Aluminum Tube MuDion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
PI /Jorge M. Plasencia, P.R.
dimt Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT.RESISTANT PRODUCTS
EGUREt
MULTIPLE
MULLIONS
fZEW.. I //
ATHR..;
sI,EEm2_`
"'S
PEI'
L
7`��HCR.t
--I L= � I [__
L
0=71
L
SINGLEMULLION
�_ mmmUFBI��
WIDE$ I STANDARDS USED
D N W (ED ED
I OW 02 ED
No= IRS
MM OU
1 CA BU
NCS� 6 W
Flo L k
.2017 FLORIDA BUILDING WOE (FBO), M WITION
-2014 FLORIDA BUILDING BCOC (RIC). STH MITION
.ANS/AF&PA 1413�2016 FOR WOOD BDNSTR=ON
AN
-ALUMINUM DESIGN MANUAt, ADM-2015
AISI
S1�12
-AISC36DID
GENERALNOTFS�
1) DETAILS SHOM ARE FOR THEMULUON ONLY. ANCHORS SHOWN ARE IN ADDITION TOANYANCHORS REGUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYEBAL APPLICATIONS ME SHOM, E� SITUATION IS UNIQUEMD SHOULD BE
EYALUATED BYAN �PERIENCED INSTALLER FORTHE BHT INSTALLATION METHOD. OPTIONAL IXOR MWOODBUM IF USED.
MUSTSEANCliOREDPROPMLYTOT�SRRLOADSMD�E�BEDE�GNEDBYO�MS
.m.7 2)WETYPEAND NUMBER OFMCHORS I$ MMMTOWESTRU�U�PE�ORMMOECFTHEMUL�UNin.MULU�S
,.=B �w NCTNMl)TOBEojECTLYA�AONEDTOWEMUU.ION aiPS. BUT SHALL
NOT MW A GAP OF MORE THAN IlV MGM ME CUP
3) ME ANCHORAGE METHODS SHOWN MVE BEEN DESIGNED TO RESIST THE WINDLOAOS WRRESPOOIDING TO THE REQUIRED
DESIGN PRESSURE MILLIONS ME Q4LCULkJED TO DEFLECT NO MORE THAN UIN. WE IM STRUIS NcREASE WAS NOT USED
IN THIS MCHOR E%%LUATON. THE 1.5 LOAD DURATION FACTOR WAS USED FOR THE WaUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS ME RESFONS(O LITY OF OTHERS AND IS BEYOND ME SOCRE OF THESE
INSTRUBMNS,
5) WE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO =ACENT FENESTRATION MDUOTS TO DETERMINE PRESSURES AND
WED�htS M�DRAGE FOR ME COMMON MILLION, SEE DIAMPUES ON THIS SHM AND SHMT 24. FOR MULTIPLE UNITS. CONSIDER
A T.0 G;
SH.%2. ONLY TWO ADJACENT UN ITS AT A TI M E WHEN USI NG ME 0 HIS N P RES SURE
PRESSURE OF MULTIPLE MULLONS OR FENESTRATION PRODUCTS SHALLAPPLY
H.w 6) MEN ENDING YOUR SM IN ME MULLION TABLEB. ALWAYS ROUND UP TO THE N� SIM SHOWN ON ME TASLE(Sj
ll�TPPIAI AAM I RE BEYOND WALL DRESSING OR MCM. WOOD BUiCUS BY OTHERS. MUST
8) REFERENCE TEST REPORT& FTL-M43; ELBO �TRAOONIAGGRE.GATOR NOAS
9) MUWONS AND CLIPS HA� BEEN DESIGNED & TESTED TO COMPLY WITH ME REDUIREMENTS OF WE FLORIDA BUILDING
WDE, MD��PRO�FMIMPAaMDNOW?APAM�PLI�n�MU�DM�ONLYTOBEWMWRN
EGT-ApPRO�D FEIJESTRATION PROWOTS RAYING CURRENT APPROVAUS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE MMHZ
INSTRUCTIONS I
ELEYATIONS . ........... I
MIJUTOD(WOOD. ----- ----- 2
MUU.T0lX&MASONW-2
;NSTALLA� NOTES— 2
�M UA3IDNRX_— 3
1m)(Inx.100
J�)(225X.W
JMX�"XM4
2)(4)(MMUILL
CGMPUES YAM WE REQUIREMENTS OF THIS NOA. IPRODUc-r REVISED
�Ith th� Fl.rld.
BuIldin d.
... 17-0630.01
THE OPENING USING ME ASCE-T S7"DJURD.
. FIT THE DEPTH OF ME FENESTRATION PRODUCTS FRAME DEPTH.
IFTHE W�L�INGIS-M�MGU�OR�MGU�Ml�-
,,CAPACITY�S(M FROM TABLES IATHROUGH 180, ON SHEM 6 THROUGH" iiHPECffELY, USING
NO WIDTH OR HEIGHT (DEFENDING F Me MUUJON IS SPANNING vENTICAULY OR HORIZONTAULY). THE
SHAUL MEET OR EXCEED THE DESIGN PRESSURE REQUiRENIENT B-HIM FOR ME OPENING OBTAINED IN
'
27=�J=JMML
THE GAME TABLE USED IN STEP4)ABOVE, FINDTHSV�E INTHEND4TCOLWN ANCHORCAPACITY REQUIRED#,BD.WISVA.UE
BY THEANCHORS AND MUST BE MET TO ATTAIN THE FULLMIJUJUM CAPACITv.
RESEIJTS THE WINDLOAI) TRANSFERRED TO THE SUBSTRATE
�JR
6 MOM THEANCHOR WA�(UBS)TABUE ON�ESMESH�MD�INOWURAM�SM�TEWND�M(MULWLS
MOMWSTNTijMDNOR�IppArrEN,MyApEjj SaEUMM�oRmIPPA�MD�M�IMT�EWOUMMOHOR
W.INGWIUNI
FORWIRTIM-11
APACITY IS MET.
I TIPLE MIJUUONS
7)IP MUWM_ AC — LI:�=0.��N.ED.IN�ET��ISHIGH�TWTHEDESI�PR�URERMUIR�EN,!T(WS� FORTHIR
_ �USMMFDMUWTOO�XN�ELOWMM�OR�A�RMURED -WIWIml-
YOU MA�� EIZ , NOR AP
V�UEALOWeRM�ORWACtWO�VON�YBESnEMMFOR�2�ESU�MM
8)VERIFY ME DESIGN PRESSURE RATING (UREXP) FOR WE FENESTRATION PRODUCT TO BE USED MD OOMPARE WITH THE FINAL MIJULION
BAPACITY JURS�) OBTAVED FOR ME MUULION SYSTEM. THE LOWER OF ME TWO �LAPPLY MR WEENTIREMUI I �� FENESTRATION
PRODUCTASS15MBLY.
9) HIGHLIGHT OPTION USEDANDTABLEMUES USED INA SPECIFICAPPLIGNTION MEN USING THIS NOATO APPLY FOR A PERMIT
DE�t. 052612021
FL
No. 5870
DETAIL&
MULLION TO 2XWOOD BUCK
ORWOODFRAMING
(OFFSET GLI-P SHOWN)
11,11-110911 nq
hmi I I I I
ETA'L - S
E=
TYR. mwm
0
A
MULLIONkAff--
WOOD U.
�ANI T M
a!
(STANDA
LI
LIP HO
LN
L
w
SEE VEETS
I
Amm..
a,
E C� .6-
Da
ia
L�IICNS
omm�
F
SEESEET�
s
SIDEMEW I
w
0
Z
0
m
w
m
w
0
4
ffil
EXTERIOR
0
ED. 4
DE
D=
FOR
z
0
al
�RY
jz
Q
jlj!
-11
SIDE IAEW
FRONT IAEW
NSTAU.A=Nl NOTES
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR mcco.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PjaORW- REPRESEN�ATION
ONLY. BEMSE THE ANCHOR WADITY IS BASED pARTLY ON THE MOHOR To MCHOR DIBTANCE� THE
CORRECT �TITY AND LOCATION OF ANCHORS MUST BE FOLILOWED. REFER TO THE TAB' FS ON THE
FOLLOWING SHEE�S. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET MR My BE USED.
3) ANCHOR H� TfPE MAY BE PANHEAD, HEWREND OR R.ATHEAD.
4) WOOD BUCI(S ARE OPTIONAI., SEE DUAL C. SHEET S.
5) MR MASONRY APPUKATIONS IN M MWEADE 00�. USE ONLY MIAMEDADS COUNTYAPPROVS3
aOO ULTRAGON OR ELW Itr B.S. AGGREGATOR MASONRY ANCHORS.
FRONTMEW
PRODUCT REVISED
17-0630.01
�pl,.fi.. D.W 0512512021
A.Lywmr0ER.P.F
FL P.EA M05
TO
E)CrERIOR X�
MIN 17 KS CONCROE OR CM
FRONTMEW
4
SEETMUS
.�,TMUR5,
,Nm,I'w,ICcNcNANicNc-
SIDEVIEW
INSTALLATION NOTESI —
1) ANCHOR EMBECRENTTO BASE MATERIAL SHALI- BESEYOND WALLDRE3,HNG ORSTUCM.
2) QUMT,,y OFARCHORS AND MULLION SIM SHKAYN ASOvEARE FOR PICTORIAL REPRESENTATION
ONLY. BECAME THE ANCHOR CAPACM IS BASED PARTLY ON THERNWOR TOANCHOR DISTANCE THE
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLUOINED, REFQRTO THETABUSS ONTHE
FOLLOWING SHEETS. FOR DETAII.S A.D. EITHERTHE STANDARD CROFFSETCLIP MAY BE USED.
3) ANCHOR HEAD TYPE MY BE PANHEAD. HEMEAD OR FLATHEAD.
4) WOOD BUC,,, ME OFTIONAL SEE DETAIL C, THIS SHEET.
6) FOR MASONRY APPLIWIONS IN MAMI-DADk COUNTY. USE ONLY MIAMI-DADE COUNTY APPRO�D
ELM ULTRACON OR ELM ig- S.S. AGGREGATOR MAMNRYANCHORS.
FRONT EW
EXTERIOR
DETAIL E:
MULLION TO MULLION
INTERSECTION NOTES..
IU-CLIP) 1) MAY BE INSTALLED IN �W
INTERSECTIONS.
2) MY BE INSTALLED HORCONTAULY
(SHOWN)ORVERT(CALLY
UUJON. 0
OR-ORCISS
TOP VIEW FOR CORRESINONDING M
FRONTIAEN
L�>
Ext
.�a T.,
SIDEVIEW
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SH
m
NOTES:
1) FOR V WOOD41ACNJED STEEL STUDS. INOOD
ANCHOR%%LUESMAYBELSE13
2) SEE CORRESFUNDING MUI-IJON TABLES.
SHEETS 5,M. FOR QUANTITY OF �S.
SIDE MEW
<
z
A
ri-ol
PRODUCT IF :VISED
MOA-N. 17-0630.01
Ex,hation Date 05/26/2021
F.W.
DETAIL R
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SFF.�mm�
,�32MO 3 FOR NST��
up
FME�"
SIDE VIEW
NOTES FOR INSTAU-AMN OPTIONS R
1) DETAIL IS NOT APKICNBLIS FOR THE MY OR 1.2T X 2.1 V X. I� MUWON.
2) SEE TABLES 1 B-13S FOR ANCHOR OUANTIT10 AND SHEETS 21-23 MR HOLE LOCATIONS.
3) THE MS MIP IS NOT SUITABLE FOR �IS AFFLIuATION.
DETAILG: DETAIL H;
ANGLE MULLION CLIP BAY MULLION INSTALLATION e
(ANGLE CLIP) (ANGLE CLIP)
0 0 0 0
TOPVIE,,
TOPVIEW
EXTERIOR
a [MM'E
�R
NOTES FOR IHsTAuLATIoN OMION G & H
1) USE 2 ANGUE MIFS PER MULLION MD. MIPS MUST BE INSERTM INSIDE OF MUUJOM
2) DETAIL G: SEE TABLES 111-14S FORANCHOR QUMMES AND SHEETS 21.0 POR HOLE
LOOATONS�
3) DETAIL H; SEE TABLES 10 OR 16B FOR ANCHOR QUMTITIES MD SHEET U FOR HOLE
LOCATIONS.
S2
I
0
PRODUCTIREVISED
v. h. 11.0d.
"ZI&A.Uh ,
HDA,N.. 17-0630.01
Expimt[on Daw 952612021
No. 58705
TABLE1A
IMuMNI
-low
MUL1.)
I K0h
-------
0
aft
all
T
,b
T Iwk
2bS
I I
Ta�
T"Eff I
pl=
=
ul,
"'d
.
wodho
NMaUar
A.Aa,
aaVhl
�=l
,I
.:b'
M.Mori
I
Tal
I
WA.
2
Ob
74A
IM
ais
_n
m
I
M
.4
INA
an
mr,
oU1
am
.12
IX41
319
2
MI
411
-
312
11.1
61
1,,
2"
5"
37.1
'As
312
INA
MA
244
x
312
311
_jM-
10.01
AIA
a,
2"
1 .0
AIA
4W
312
-gi-
INA
-
11
319
14
I&D
lial
4N
INA
319
,amm
I
ni
-To-
7&7
-i7
-i7
2
T
st
.
T -5
4
..a
ni
11.
or
0.1
91.
Mg
0.1
210
20.0
2.1
491
MI
mi.
-77-
-
7671
2W
1
-
-i;7
-2;7
-�Q-
-�Q..
.
-9-.
w-
"A
Iw
...
w
111
247
MA
IN
MI
247
111
111
211
ml
1.
1.0
AT
.1
11
16,r
2.
a,
193
2 01
-Z.-
77'0
-,'1
1.
244
IM,
I NA
L!L*
20A
160
211
l7r
IN
111
2110
Iia
III
111
20
lill,
1.
-
-T
-;7�-
-r
-;;7
-7;j-
W
-T,7
-;T,
-j-W-
-�1-7
-7a
79
V,
I.
.A
ISA
1.
2t7
10
121
MI,
a.
-m
-Tat
73-9
-i�s
_Z1
rw
m.-
i's
.2
IN
113
1.
111
1.
-F--
-17-
1
---
1-'
-1-
-T
'7
---
..
----
T
T
-
-
-
-
-
-
-
-
-
all
-7
IT
-12-5
-�&-T
1-
Nd
-
77
-T2-
1
L
-�h
WA
1-10
111
1 IN
OLE IS A.ONCa
. Table . I
all
m.
Ill
wav mu
PT
IVJW E�o
It's. t
".k.
11. ..
Ila MA
Aaao�
U..
WWE1=tN,aW
.1
ARnKW.1
U-
AI..
Gr PO
8- (-1)
Saar P I
I'm
proo, clip Fall...
Gra`aaoi.0,�
Nio'
i
i
1 ti�
Mow,
I
owto
1044lo
1
L74 I
'
IN l'
N*
4.1.
A
-A
m
4
No or
M5.
11 2 0.
'20.
R A
'A
N
WA
�A
lr
4F314
wums
-1 or
1A
tlZA
1
�lra
or
NOTE: MR THEOFFSETCLAP. Usk iH..�C�RPA�MDMCHORV�U�����'M-D�
FIGURE I: FIGURZ2' TMUENOTE%:
1) SEE SHEST I FOR INSTRUCTIONS ON USING ME TABLES AND MEET IS FOR INFORMATION ON LOADING.
SEUM50132-4 FOR GENERAL INSTALLATION METMODG.
2) LINEAR INTERFOLATION DETWEM MUILL LMGTHS ANDADR OPENING WIDTHS ISALLOWMIL]L
FIGURES:
3)MULMON�MULUONCLin�OMMENOTTOBC&EFOR�TDIFOMSnWS�S�621-M.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING SH13WN ON SHEM21-n
FIGURES MOW SUGGESTED. APPRO�ATE HOI-E LOCATIONS
USED IN PAIRS
FIGURE&
4) SUBSTRATES! CONCRETE S� CONFORM TO ACI MI SPECIFICATIONS, HOLLOW AND GROUT-FUED
CONCRETE BLOCK UNIT (CM U) SHAUL CONFORM TO ASTU C�W. WOOD SMALL BE PRESSURE-MEATED
�Ow SOUTHERN PINS WITH AN SG OF D.M. �UMINIJM SHA� BE RX3-TS AND BEA MINIMUM OFAlV
THICK. STEEL STUDS TO BE A MINIMUM GRADE S) AND.� THICK (18 GAUGE). STES-10 BE AT
LEAST.1257 THICK AND A36. AU- ANCHORS IHM METAL $MLL E(TEND AT UEAST 3 SCREW THREADS BEYOND
ME MATERIAL. #10 & F12 ANCHORS INTO WOOD MY BE STEEL I " B.S. OR 410 &S.
ANGLE CUP MUST BE
FIGURE4. FIGURES:
FCRMU1-kTO OBTAIN THEANCHDR
REQUIRED' CORRESPONDING TOM
ME
PRODUCT REVISED
Iho Florida
17-0630.01
�,ilau.. Bow 05/2612D21
No. m7as
TABLE 2A
... - To"
opening wdfin (foreaficarysaaml
No
Reael'"ll
601,
n, , !!
Rectaial.
in I
W.
no
ve'mag.
p-,
in
TGB`o`
aning I m&n.
leoto
U."m LeGena
Reenoe BIG
=
"ookel
mene
Loolle,
1-cacl,
am
I.I.M
-Game
unne
e.,
Amn. �,i c
z
1
"
all
tea
3
lie i
I I i
1 1
I I
Ih
13
.
I I
I I
Inn.
Ile.
"J
Into
47.
Big
IM.
11"
on,
1MG
ma
me.
6B2
I..
on,
ata
no.
�,I
I.,
n.
168.
ots
I w
I---
11,
.71
Do
.1
"1,
7.7,a
aw,
IMG
41D
ImI
-1
1192
`H-
j�?
'GB'
a,
99
TO
.6
397
-
39P
.7
601
-7.-
PDA
-
No
-
a4
-go
on"
it.0
3M
no
59
no
.625h
1.7
""
ro
ne.
an
NG
.711
4.
.1
3",
-E --
1.
-
an
-
57.0
-
455
-
at'i
.
ol.
'Be
we
1.
2
-7jo-
To 0
W
-
-
N
-L-
_nl_
-M
S a
IGk4
-Lw-
400
M
BIG
en
n?
&D
614
40)
-
P"i
TI-T
211
no
-:jT
11
mb
-Ta-
313
0.7
4.
mo
a,�
.1
.3
.
.1
_21
=
51.9
M
P
-
�6
Mo
2a'
no
6
M,
Po,
-2j,
2%
no
.5
n,
-�U-
7j;T
-jT,-
95
_±S
nei
BGG
-j-
7,-
7�-
-z--
2
7-
0
-3-
- -
M-
'li--
;T
� Go
-m-9
-'T'-
-�
m
-T'
-�Tl-
M
7-.
-
-
-
-
-
-
Va
1.
2;Z
XIA
7F,-
-Z-.
-gF
-TT
- -4
'T2 1
;W-
- 2
-
;W
U-1
-il-.
-i;70
W
-97
7j�T
las
2'e
1 .7
ML
�7
1.
268
-jj;-
-;;-I
-Z
2T
-�272
257
.5
n4
18.
.5
-'To
So
Go
7"
In
wo
Gos
ae
-7-
11,
ex
in
in.
an.
2GG
7
Ml
-
11
-
1
-
�'
-
M
-
I
-
-
.B
-
1.
-
17.
-
no
-
19.1
1.
1 1
DF
71 -
�& 4
1.
110
1-7
-m
'T
-77
-P
-T.7
i2
-7.-
B
-TZ�
7 M
-in-
B
-72
I
-We
Go
_L5
_11
M.1
IG5
..2
1.
162
11,1
_L'
IGG
In'
If'
7-.
-
Y
-
-
-
-
-
-
-
N
'85N
'0:1]
IBA
15,
In,
10
Fff:F.
IPT
IF!
i
TABLE 213 Ao.�.ICAE
oaaae�
MM-0
Table Go)
V�. �t-an 194'811EGG NII'6 .12Bad
AB.H.r C9p Pamme.
2-tA,
o3Nq
w4as
Mo.
4.1-F
ILP
i
Be
ae
Be
,ean,
I
an"'
Moo
7151ba
W.
A
NA
N,
g
nous
.I.
nm
x
I =
I
W
WA
K,
N�
a.
2enAan
FORMUILATO
PRODUCT REVISED
.a Bull% Me Flocida
Benz, a a
B10i 17-0630.01
Explication Date 05/26MO21
FIGURE I: FIGURE� TABLE NOTES:
1 OF ". "Cl N USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I.iw
IVEIHEET 2'�'Fll ENSRAU'lN`ST=TJON METHODS.
FIGURE 1 2) LINEAR INTERMI-ATICN BETWEEN MULl- LENGTHS AND)CIR OPENNG WIDTHS 0 ALLOWABLE 2.
3) MULLION AND MULLION CLIPS SHOWN AF5 NOT TO SCALE. MR � DIMENSIONS. SEE SHEETS 2121 w
HOLES TO BE DRILLED IN �E FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21,n
FIGURES SHOW SUGGESTED. APPROnMATE HOUS LOCATIONS.
AHcUScuFmubTBEUSEDNPAIRS. 4)SbBST�nS:MNCR�S�MNFOWTOA0301SPeCin�VO�HOLLMMDOROW-MLLED
No. 5870
CONCRETE BLOCK UNIT (CMU) SRALL CONDOM 70 ASTIA �. WOOD SHALL BE PRESSURE-TREBkTED
FIGUREC FIGURE 5; FIGURE 6: �OWW�HMNPINEWaHMSGOFO.M.�INUMSH�LM6�T5MDBEANNIMUM OPJ�
WE WAND.W THUCK(18 GAUGE). STRUCTURAIL ST- TOBEAT
THICK STEB. STUDS TO BE AMINIMUM G 'D
UEAST.125- THICKAND �6. ALL ANCHORS INTO METAL S�L E)ITEND AT LEAST 3 SCREW THREADS BEYOND je
THEMAURIALM08#12ANCMRSINTOWOOD�YBEBTEEL, I"S.S,OR410S.S.
AL Lyr
FL
IAULL�
MDmQa C.NOmYT.m.vbq0)
50 D
muolm," *APA'artma"Mom
IDD.
I
i M
low
lob
IIL?sx
an."mr
T4vabb`
TaP"7
I
Feese's.,
ll*`P�
gb
Lwdng
le
Ta :s?
test a
Lasem
n
PP`PD
Dw
Thstl6eg
useksl
Laid,
I
tusicI.
I-b.
Ttd,�
"u-
Mullion
11
VIN3191
h
lie
ji
I
if
.41
11
IS a,
I
H
I
i
H
a.
ON
'1101
ca
f I-
um-
2"0.
N.
2-
111.
list.
.1
'Ma
Im.
Im
I.A
III
To.?
I.,
in!
m
HA
0
.1
,,a
ITOD
in..
-
Lt.-
So
I'D,
III
'm
've
ON
1.
On
'-a
.T..
!H14
7Z
i
m
--
7,Tg
blg,
0,,
I
Ma
alan P
IA.
7.
D
I'll
-!!
SM
I 1
1.
ITPD
.4
InA
'On
17101
NIII-I
ION
'M'
"DA
7-7
11-.114
11 17.4
ION
IMID
M
1.
IN,
ble
lv�
III
To
I 111
1.311
IND
1 To
me
"D
m
'L,�P
110a
111
1.13
MP
7710
691
1
%.,.1
IN
IXO
ol
IaDlj
M
1 11.1
907
1�0
?14
se
96.0
OW
141A
710
DID
DO
-F�m
07
-Tu
to.
To
aA,
W
14101
70
"m
-
In
-
I�l
-
-
117.6
-
11
-
IN'
.11
1--
1110
So
-
�Z
um
um
is,
ISO
DID
De,
NO
m
25.1
57.
W.
V7
71
:1
Its
IN
44A
-11121674
,h
DI,j
DO
5.
TC17
-6DT
Is
-IT-
7
10
-r-
se
-W.-
WT
7-
a'
Pal
I
'M
m
th,
I'%
Do
TO I
IN
W
a.
-
$4
eas
M.
Wil
30.1
Do
I lil
DO
'DO
-;T-
-o-,
-wT
W
D",
167
N7
III
m�
W
Tit
49D
DO.'
NO
.D
Par
WA
.1
11
-4i-
04
33.1
W
-Z
.71
7,-
"
-
.1's
- -
51D
- -
-- -
.-
�
-
:�'!
-
El".:
5&3
�-510
.3
5, D
IDS
4"
41.1
-!!
,1
01
-
11.
NO
40.
-ZT1-
34.
1.
-;1
0.9
DO
NO
ITO
.4
1
SW
SID
1
399
.4
00
721
IPP
-;1.
-
113
OV
411
--
1.
INA
�M
-
414
-�'L
4l
4.
VO
DID
.1
-3
DIT
A
IF
-;2T
07
VI
DID
IN'
15,
P, I
-;,;
-z-O
-si,-
-im
--Z-
vu
l
41,1
UT
-Z7
Do
-I
-LD
I,
NO
I.,
I$
I.-
ne
3-11
11
1.
41S
.4
-4
41D
113
111
111
=2
-Wb
4-
4L.
3�1
41��j
200
�0
W
X4
"A
IV
7318TIN
--
-
I ;gT,
276
2M
327
0.7
VI
22A
--
W
2IT
-F--
Do
_237-
iI.
'7
IV
Ol
22
11.1
IN
I.D
Do
.
I
�T
fl T
1:�
11103.71
.11
..1
2ID
1-1
PeD
V5
DO
2D.1
P.
Ill
DID
H9
Do
-T12
-
2--
IT
-
-
-
U1
,eb
212
K7124.7120
I =
I DID
I Ill
I "I
,,,
�
"I
be
Ill
NS
1160
In
-
-
-
-
a?
I"
NO
IN
11.1
1.
let
215
1-5
Io
V..
"I
TABLE 33
PMV.
OPee Dal)
ADDOaacupp.thasw
iw
111��"S.rsw�
We
Do �a!
4! 0 W
1 "
1 IM"
1-1401M
IL4 De
_7
Die Pi
I
NO N
se,, I T,
a DI
-U.-o 1
r
1 IiA
WA
w
In
�A
ID
WDIN
N I-,
I I.e.
I I.-
I lo-
MD.
NO
imbs
I
lem"
1.
we a
RN
ib�
-
I
WIA
-79 -�
WA
WA
71S.
-'a
10-
1 -.1-
1
lo.
li�.
ii
in D,
mis
IN.
-I,.- OP 1 1,
am I as,
US5THI IDHORPA��ANDANC!14DRV�UES
FIGUREI: FIGURE
RGURA 3:
11 a 0 1
ANGLE MIP MUST BE USED N PAIRS.
FIGURE 4. FIGURE& FIGURE&
CUP- (�:')ORCLUD %ALUES ARE USED IN TfiE EXAMPLE ON SHEET V.
.ANCHOR CAP. -
FORMULA TO OBI THE 'ANCHOR
REOUREC' CORRESPONDING TO AN
=-LY15UDAMNIMUMANCHOR
HICH MAYBE USEDTO OUALIFY
MCHOROPTIONSPROMTHE
z
IPRUDDU� REVISED
as %mplying with the Florida
B.11 ., C.d.
,DA-N.. 17-06313.011
Expiration Data 0512512021
TABLE NOI
1.0m,
1) SEE SHEET I MR INSTRUCTIONS ON USING THE TABLES AND SII FORNFORAtATION M LOADING,
SEESHEETS24FORGEN�INSTAULATHONMETHODS-
2)LJN�l�TIOND��MU�UNMMMD�O�GWD�iS�CW�LE
3) MULUON AND MULUON CLIPS SHOWN ARE NOTTO SME FOR ENACT DIMENSIONS, SEESNEUS 21-M
2
HOLES TO BE DRILLED IN THE FIELD FOULOWNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M
07M
FIGURES SHION SUGGESTED. APPROXIMATE HOUR LOCATIONS.
4)SUBSTRATSS:CONCRETESHALLCON FORMTO AU 301 SPECIFICATIONS. HOLLOW AND GROLIPFILLED
L
3
�?Tme
MKCRMBLOCKUNM(�U)S��CONFORMTOMTM C-9t).WOODSHALLSEPRESSURE -TREATED
YELLOW SOUTHERN PINE WIIHAN SO .10.11. ALUMINUM SHALLBEVO62-T15ANDNEAUNIMUM OF.IW
BEAT
37y
-T
It
THICK STEEL SMOS TO BEA MINIMUM GPAkDE 33 AND.046- THICI�(18 SAUCE). STRUCTURAL S1`EE.T0
UEASTJ�THIMANDQILALLANCHORUS INTOM�ALSM��ENDAT�3SU��'�SB�ND
l-X2.?5-X.37FMULUQN
& . ..........
'01VAL
THE MATER� VO &412 ANCHORS INTO WOOD MAYBE STEEL, IM SZ. OR410 S.S.
."Qkm uAll"
FIL PEJ
TABLE 4A Mallnet Ca".1ty Tablo gb.Mk)
oportag WhIgn ft� gyiipmn7aa-�
Too F .. I I lagby =in J I late lwk
aycaay�, P, Hoetinaeta ysygfflsel�
I x ITS x lae"If teadna teeing 1,a 1,aakno I.Ilaim landea �a. Load, no
.60AW.
Tub.
MoM..
to
1
a
&a
no
ga
1170D 1
435
170.D
1 70
M-0
In,
1.
170.0
va,
lato
an
my
ano
1170.0
1 "so
117101
Ino
-A
124.
-TT7
Ime
Fk1-
IM
1MIJ
521
130.0
fig)
1700
M'
77,
wgI
Im.1
IN
mal
too
na-A
5"
1711
DID
171.
ADD
Ina
41"
In.
ail
qu
V51
in.
ago
I ago
In
-r
Imr-m.
Im.7
1.17
--
In.
/a.
121.5
1417
1=1
..
1.3
1.1
Ina
Do.
aanein
Two
747
1701
IS:
170.51903
1110
631
1704
Iota
17"
04
'No
IIIS
'70 1
M
h1a
12al
IM.0
747
1�3
1280
VAC
7w
m,
T..;
1211
Ina
M
I.,
Itas
two
1.
--
-
717
Ina
111
-
1704
.1
1701
1,6
mo
ItAl
iaaga
V.-
an,
IOD
I'll
VIA
w
loaS
Igo
Via
an
"a"
"!a
lno
M
III
I"
'no
"l
7&3
In.
VAQ
-I
lon
X,,,
0,
11
Ino
at
---
W1
r;lb
1�o
-
1-1
- -
Fill
--
is
)a:i
-;,-,
-�-IFB
I
T.-T
�no
a
.7,
2'.
1181
no
n2
III
11�4
711
...
-5;T;-2
oa
-i7g-
114.4
71a
-�T
54.9
-47A
Ila
-ine
?11
10.0
A.
16IR
7.
-T.-
mw-z
-iw--
cm-
IS,
�ff
g--
sm
-ii-.
-mo
77-7
7-a
-m-
719
-TOT
-Tj5-
4
an
.1
�1144
.11
-
ally
U
a.
717-
a.&
ille
le
1100
l5i
ilAl
vo
Ill
all
va
;-7
T.7
-j-1
4
-T
51
T-
1
4
W
-F3.-
11
W
0
ST
T
lot
to
55.0
no
%3
471
757
no
111
11.3
M
No
5.1
-45-
-TIT
,a
at
"I
IyA
474
72,
�J
'71
�l
�l
�SlT
ma
-
71:
t�
--
4Z
'rol,
Vl
-
-a-1
51l
-W.- SZ-
471
f;"-
4-0
671
4�m
�I
44
07
i.�11-
-1�07
413
4V
311
-ZT-
47.0
419
451
4lD
ZOS
2"
b7l
W
4a
46.6
44?
4n
.on
T.
372
U7
lay
Z15 -1W
-1.7
-1.
iLl
,1.1
r
.1
227
15.0
4.
let
-
an
o5l
o72
al
-
.-jw
4-0
go
1'.
m
21.0
15.3
1.1
2
to
21.6
2to
ato
_jT,5-
-l247
114,8 20
on
10
111
211
111
241
-it-,
2"
111
231
111
wm,
-3
.2
ae
..
m.
�
MSP7.
XT
na
no
In
=I
4.
a.
I..
I a
V6.7
221
%.2
1
TABLE 4B AnchorCxv�l
ARC�l �Pe 11 la, 1;
�� �-Z:� all
I Tahla(lblj
1�,toal
nl-�n
2..Q 1w No, lo� 3
day
An
"
.1.1� aneft
I
Vo
i.
1 My,
A
a'
11
0
1
..Arya� ft 3X
2.t.fll Ilu
I
I
1.
ld�
IVA
Men
L I..
1
WII
an
an-aa
Sol
�w 14 40
i,ze 42 111
44 .
=ANCHOR CAP. -
I THE'ANOAOR
5'.N�'N'T'AN
JENTFORTHE
TFINJTHEMULUON
OF THE S�D
PRODUCTREVISIED
asc plying tylth the Florida
D.U;jm
no Cad.
NOA-N.. 17-0630.01
Exphation Dale 05*612021
GURE2 I.ocor
IGURE 1: GURE2: TABI-V NCTES� 13 1? 11-7 v
0 Tz
1) SEE SHE� I FOR:NSMUUIONS ON USING ME UmmDSH CAJING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) UNEAR INTERFlOIATION BETWEEN MULL LENGTH$ ANDIOR OPENING WIDTHS IS A�ABUE. ol okl( LYNN 'I,
Fl S)MV�ONMD�LIONaIPS�OWNMENOTTO��MCTDIM�S�9.5�MEM21-n. 2.750.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DWEI48IONA. RESTRICTIONS SHOWN ON SHEETS 21-21
RGURES BMW SUGGESTED. APPROMMATE HO� LOCATIONS. No. 58705
ANGI-EMPMUSTREUSEDINPAIRS. 4)SUBSTRATn:CONCUTESH�WNFOWTOAaMISPE�l=ONS,HOLLMMDGROUT.M�D
CONCRETE BLOCK UNIT(CMU) SHALLCONFORM TOA5TM C�ODWOODSKAJLLBEPRESSUP&TREATSG -L 10
FIGURE4: FIGURE& FIGURES YEI-LOWSOUTHERNPINEWITHAN SGOFO.65.�UMINUMSMLBE��MDEEAMNIMUM OF.125? ATEG
THICK. STEEL STUDS TO BEA MINIMUM GRADE . ANDA45- THICK(18 GAUGE). STRUCTJRN�STEELTO BEAT gk�
;So ..0 1
L�T.125-THIMMDM��.C..R�l�TOMaMS�L�DAT�3�M�SR�OND 's, -- ..... N4 �,
THEWT�AL.#10&�ZANCHORSIN�WOODMAYBE�EEI,IMS.�OR410&3. "1,70)VAL e "'
P.E
kL
FL P.E.# 58705
ggSaIcnC2pmcItyTabIvQbWI!1)
Oponhoa
m400g)
No,
NO, joh
ol
I W.
1 14013
IN.
Ro,tn,pa it
Roullo,
VSOTH�
li"Ovd.
RttIlour
Twlft..�
-Olown
'4
TmF
Twd.,,.
Fo,Sn,,Agr
TINTO".
I fottlriN,
I TwIn,
TINfol-gI
L-;fiv I
U-mv
Liml,
1-ft
Ludin
Ludl"]
L,,ft
Lliift
"I"
Iti"to
Ludirg
�v
LOSE,
L-ft
'a,
ja
1
1
1
t
It
of I
Nl,
I
It
I
.;
a 11
420
ong
IWX
7"
170.0
IN
17U
ON
INS
ON
IMOJ
Sig
I INO
1116
1 IMOI
621
IIIIA
1120
In.,
:4811
Iva 0
fin
:70X
I"o
W
19.4
OR
J4
INS
MI
ON
IMO
I.
Im
.
I -
IMO
W
170.0
VS.
WO
mo
I Go
I smol
m
Ing
_g,
I "I?
1 0
Awinel
'57 7
1
ROA
.0
al
On
2110
IN
It"
1.
SRO
No
%=S ll
1700
141
S
VOA
SHE
17 0 0
170o
1.
170.0
4
1 S
T.-
0
I Z11
1;7o"!
I"D
747
IM
IN 0
,
141.7
"S
17...
no
1211
SISS,
Mo
m
S
INS
1495
1700
M
M
2
I.g
Of
771
s,
Im.
III,
I..
z
V�
7M
SM
NS
Wil
jli.il
Wil
1 In
1.1
.7
1105
MI
7 0.
S
Ma
F
�A
U01
70..
.1
.
"A
1401
170.3
-
M
"A
1?1.�
'1,0
[,1,
1,..,
Dw
I lll,;
!4.c�
-14)
to ,
tol
IIG
"S,
144.5
W3
us
l
m
1114
I�l
to
I 7g,
15��
W.
1 0 m
.5
ma
oo
ON
III, INS
Lmg.
No
m
ji 1 g
111.1
0 %C.6
lug
IS
lag Sig 9
11 �S
a
us
1 9
"go
2
.9
to
Ing
Iuq
".
no
---
--
vn
-
itt
LO I
1��l
,
I
7S,
I'll
g I
,;.,
7's 2A
m
;"6 "1
I
L
;IS
V16
9,5
7
70
,1
t%
IS,
0
ti
1
:'14
t,
7 11
�,i
l
r,T
On
ZIS
JI M
2
LIS
T14 9
no
PI
no Sig
70A M
Sm
m
168.
1 r,
a.
;'g,,
T -1
Z7.0
-6.0
7�1
1
1 SO
-
'41
uS
IM
54 S
14
'IS S
61l
0
41,
a,,
"a
'ut=
mx
l�4
lu 7 U,�
-11
4.
�7 Iu
'2
m
_ I_
m? in
'E.
.
339
1-
M'
.1
4U
�O
W 0
27.1
4a
1.
;n
No
IRS
NL2
No
15
-T.
S', 1 ;2
�V
377
2,1 311
JV
72 �n
312
218
1 7
n
:WO
211
7
303
1 90
.7
-L-
u
2
-'So
7
1
IIS
47
ISO
ZV
11.0
Ill,
V117-
W,
_n2
2
3�
JOS
Vill
1 5
Ma
IOC
2.
1
WO
�D h
-7.-
lgg
i 2D
i w
I 2ca
�A
21
IS.,
g.
l.1
24D
la a
D
US
20
1 IIA
ug
2oT
2-
10
1
-11�
--�v
7-17,
-Ul-
ro
lll,,,can
l`,� Ell. tl-
Sl�azl
t.l.
sl� Cut il�. R
All
ptl
pl,
El I . . ", �l
C!1. P itiys
_R1
olsv
I-l'
1114-
1.,
no.
I goo.
MOO
1 11,4
SO
IL
K a Is citing
IIA
W
WA
L
logo. 682�
ON.
fm
IIA
ItA
,t,
IS
IN.
So
trS.
_gS
Igg-
I
NW�-FORT��FSETU[P,USETHE�eMUHVKYAI
PRODUCT REVISED
pTying wrth Iho Florida
sultd-j cl,tc
NOA-N.. IT-0630.01
ft!0]ff.. login 0512612021
FIGURE 1:
FIGURE 2:
TABLE NOTE&
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INPOWATION ON UQAOING.
SEE EMUS 24 FOR GENERAL INSTALLATION NIETHODS
2) LINEAR INTERPOILATION BETWEEN MIJ1.1- LENGTHS ANWOR OPENING WIDTHS 0 ALLMABLE,
FIGUREl'
3) MULUON AND MUUION MIPS SHOINN ARE NOT TO SCALE FOR MOT DIMENSIMS, SEE SHEETS 21143.
HOLES TO BE OFELLED IN THE FIELD FOULOWING DIMENSIONAL RESTRICTIONS SHOM ON SHEETS 21-a
FIGURES SHOW SUGGESTED, APPROXMTE HCJE LGOATION&
N.- M705
AINGLEGUPMU ST
8 EUSEDNPMRS.
4)SUMMT�CONMatS�WNFORMTOACI�lS�CIS�TIONS.�MMMOG�- MiED
ASTII4 C-9O.MODSHAUL
SM.
-T
FIGURE*
FIGURE&
FIGURE&
CONCRETE BLOCK UNIT (WU) SHl CONFORM TO
�MOWn�E�PINEMTHMSOOFOM.ALMINUMSMUBE�8�T5MDBEAMINIMUM OFAW
I-x3.I26-X.WmULU0l4
-1 0 1 ME
THICK.S71BEI.STUDSTOBEAMNIMIJIM GRADE 3BAVD.C45- THICK (18 GAUGE). sTPUCTURALSTEEL3D BEAT
L�.l�'WMMD�.�M�ORSI��ALS���DAT�TaW��R�SB�OND
(I.WMIALLION)
ItCNIDO,
70/VAL
THE MATERIAL.#10  ANCHORS INTO WOODMAYBESTEEL. 1843SR.OR4105.5.
f�
R P.E.# 587M
NI C.P..Ky r.W. ObsM
C,Solbg Muh
hoOlum) orOpenIng HeIght olofflorm)
0 In
IN h
106.
Obb IN%
low
Sob
STE
HOSTO","I,
T.01bom
ft�
II%piThl"
Tmaift";
ft�r
ft '"
TruptrAbg
T�
Em
1.4x.12S
Abo
I -IN
�o
w
lAuEb
IAMI
MmAI,o
1-Iho
.0.
I'S'A'S ixad;I;
IASI,
IS
L2'
LcbSIO
ILM&'
LmAno
LbSO,O
X.T.b
*J�
n
I'
Il
41.
InO
1 to
INS
No
%no
So
IMO
519
IXQ
1116
IMO
InD
IM
IX-
U11 170.0
No
n0A
To"
I
I
Ingliml
m
in..
140
Inof
NO
T
"oo
M
1170,01
Q4
17T.
1
IMO
1 69
170.01
ON
1"'
1"
mo
w,
1'...
IV5
mo
On
IM1
I=
IXD
NO 1303
tm
No
IS
W7
Tn7
1.
"N
11"
M
N'b
I'll
Z
-
m
JIM.,
'ESo
Ino
.'
11�1
I.,I
In..
-7-
7. 1111
12M
no.
'.
10*4
Im
1700
nO
.1.1
1.
noo
7w
77.-
�iloo
J'w,,
I!.')
-;7-T-INO
-j-,S
ITS 'N.9
'M.
"E
"E
1..
"0
IM
'M
".I
I'M
not
OM
�T%7
-C
I'll
V I
MS "4141
OA�
Iol
1 11
Too -I, I
A I al
M ;or.
7 "T' �T"
",s
11 11.1 017
-,n
4. 1 7 1 1
4' -[:,,I!
z
F7io �o
I
Tr,, T,�
,7[ 5t7;I
V 3TV 11.21 724
1 f43
47
�O �70
�O
Al -�o 7
170
l3l I'll
-TO
11 11� S
2
1�
w I.
no
ul ..t, sn .1 JUA nT Uo I
TV
nfi
In
Ol. 14.1 In
V.1
17 0
1 nI 9.1
Ill
11A
�11 ISO
41
�1.6
S�
..2
W
w
..1
174
��7,A
�111.
I.
T
ATC1,01c"r4ul-.�
S, -�'
IZ �11.
j,.O7
:�14 =-P
'l
!12
$11-1 1
oiw -
Qt
213 . .1.
1 SO,
T. b. 1 U4
0..1
gI
Ul "
4121.
MTbI
-rc-,(STS&ON,� Or
no.
5
L111
1 N,.
I.
WA .
MA
OTO .
0.
KA
w .
MITI .
Ino.
I
A.�- 2 1.1o' Nor, .� 10... 11..1 �-o 1�1 I
NA
WA .
-9.-.
_.A_
WA
MA
_�.
ON.
imitS
2NOW
OAS. III � MO. .. t0lbl�. OW I O'B 4
M.
NO .
ENO.
1.
�iw
W4
I... I...
E_
M2.
MI .
X
I...
.A.. a r I.. w ='.lu IT12 .1
...
Mo .
NA
114C. 1. .
TAMES
MM
'Nou
'wu
No.
4.W.0911 'm u
&A
WA
I
WA
W� WA
NIA
NIA
WA
A
NIA
10..
2� 02�6finm0m(111.011SAIX
310110
M.
IM,
47a
. -WA MOW
WA
M. M. NIA
I..,
WA
ISO ft
� RA
Z'
4
MMP-EfIQ�E�PSE�r,[P USE THE SAME ANIAIC
alp.
10
1 ISA
A
W�
IN.
I120w
WACCION EA
TO 'IRTNY 1
IEOUI�ED- col-�'-- 'OM
FREI RaQUIRENIENT FOR THE
;, M IEN IT IS LOWER THAN THE MULLION
TABUIENOTES,
FIGURE
1: FIGURE2:
FIGURES.
FICUR54: FIGURES:
FIGURES:
1) SEE SHEET I MR INSTRUCTIONS ON USING THE TMUESANO SHEET � FOR INFORMATION ON LOADING. SEE
F-UMEEM"
SHE24FORGENERAIANSTALLATIONMETHODS.
L
F
2) LINEAR INTERPOLATION BETWEEN MUU.UElNGTIHS ANOXOR OPENING WIDT-IS IS AU.OWV11LE.
31 MUtUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EMCT DIMENISIONS. SEESHEETS21-M WILES
TO SEDRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOM ON SHEETS 21-23. FIGURES SHOW
IRGURE&
FIGURES; FIGURET.
SUGGESTED.APPROXMATEHOUELOCATCTIS.
F-1 r-1
F-1 F1
4)$UDSM�:CONO�SMLMNFOWTOACI�1SPECIFIMTICNS.�UOWMDGRO�-FIUM
CONCRETE BLOM UNIT (CMU) SHALL CONFORM.TOASTU C-90. WOOD GHOUL BE PRESSURE -TREATED YO-I-OW
SOUTHERN PINEWITH MSG OF O.STL ALUMINUM SHALL. BEIISBS�TS AND BEA MINIMUM CFA� THICK. STEEL.
STUDS TO BEA MINIMUM GRADE 33 ANI THICK (18 GAWIE). STRUCTURAL STEElLTO BEAT LENSTJ�THICK
ANGLE CUP (FIGURES 5&A) MUST BE USED IN PAIRS.
AND A3B, ALL ANCHORS INTO METAL SHAUL. EXTEND AT LEAST 3 SCREW THI BEYONO THE MATIERIAl- MO
912 ANCHORS INTO WOOD MY BE STEEL. IM &S. OR 41D S.S.
-1 im. �-
2, W!
0
M1!!IJC.T REVISED
'.' .1. M' Th. Mod.
B.'Wrt' ME.
NI 17-G630.0i
"". Ly .",
()jAY Nlv4f
N.. 58705
! *Tm
.126- ATE
70NAL
Vxrx.125- A. tilliMMILDEk P.E.
MKILLON FL PEJ 68705
OporftWdl,
(WwMwfl"parmI,,
mulIM) or Opening Ns1ght(faIvr=aypQm1rg WIGM)
711.
1 wt�
I .,,h
Now t.h
wh
lob
-oo,,19 �oo.
�w.
po�r.
ft�0000ir
m�
Ro,br,*,
Top�
-.0.,
TofTom
.00,
I
1II.
1 X4 X.375
lo
I
LoNIN]
La.1,
andirg,
A o"'Tw,
9-r
MuMaIl
I
1 11
1
1
k
h
1
11
11
It'll
11
1
H
s
ft
il
ff
I
If
H
I
A
11
.1
a
1
Z�
w
..A
I.
'Ir
M
ia
m. �w
I a a mal
cIoo
MI
11,,'.
1.r 1 11.0
Ilo,
01
1 MO
173*1
170D
I Sd
IM,Q
1931
170.01
521
S133
IN01
1170,0 1 1V5
1170.0
.7
7no
...
7-
-7
r E
p,
I I x I n,
Mi,
703
""I
.-I -_L-,,
a
7. h
IMI
IDA
I.N
1 IST
IW.
laxi
INS 1118.5111.41
W.8
1 9,7
1 in
I ,.I IoLil
I MI I ..o
1 11211
ol
OW
I M2 1 11241
MZ I M
1 0.3
1 IV41
SIA
1 401 161.1
V241
822
914
XM
10.11
W
I IHA
I To
I MI
M
I U3
I M 1772
1 W
I MI
I ?N
I TO I W
1 .1
712
1 0.1
1 W 168.5
M Uo
W
1 614
Go
oO W
I U2 I M
I ..
1 MI
1 ft�
I .
IW7-
"I
Ta
21.5
M
742
NQ
712
m as
1 742
U2
"1
m .7 1 u.
I as
ftl
0.5
1 TV 1
o" I
To
"I
Ta
1 411 .
1 31.6
1 742
1 o$
1
.5
w
i
16
Me
20 1,
1 m I m,
In
N,
-
;�TF77F-Tl
w
-2
mh
A 416
3"
1. 11.].
47�]_�17
1
2�, �75
V..
�15
1 167
1 367 14.3
476
171
MI M.
zo
.1
3oi
U.0 3W
.
11.1
211
US .0
i 17--
No
T-- 1
1", J-�
F -,,i r -T-1 -W-.-
Mr
1U,
Io;
co., I w�
I
wito
M
hc0CW(EW.411
Iiolbs
M11W
ME
A
11.1.
ZMG 118
ERWF�
i.�A
RWA
INA
FMA
luw.*
�io I i.. I I.-
P.,
I --
NA
NA
I
NA
oA
NN
A,
IN.
I
1 M
I A.. P 1.14r IVt 1. �1 11. W1
-...
I Too�
I
I -
I
WA m., WA
wN
NnTE- FOR THE OFFSET CUP. ME THE SAMEANCHOR PATTERN
ANDANCHORVA.UISSAS
THESTAND�
WP.
TABLE NOTES',
FIGUREI: FIGURE 2: 1 FIGURE& FIGUR94: FIGURES: FIGURE�. 1) SEE SHIEST T FOR INSTRUCTIONS ON USING �E TABLES AND SHEET 25 FOR INFORMATION
TV .1 ON LOADING. SEE SHEETS 24 FOR GENERAL INSTAUATION METHODS,
2) UNGAR 1147ERPOLATION BETWEEN MULL LENGTHS ANDUR OPENING WIDTHS IS ALLOWABLE
FUMMM11ni -11E 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCX-S� MR ENACT DIMENSIONS. SEE
SHEETS 21-M HOLES TO IS DRILUED IN THE FIEUD FOU0WING DIMENSFONAI. RESINCTiON9
FIGURES:
FIGURE&
FIGUREZ
F--]F--]F---]F-1
�
ANGLE CUP (FIGURES SSE) MUST
BE USED IN PARS,
-iIGURES SHOW SUGGESTED, APPROXIMATE HOUE LOONTIONS
SHOWN ON SHEETS 21-23.
4) SUBSTRATIS&- CONCRETE SHAU. CONFORM TO ACI M �ECIFICATIONS. WLUOW AND
GRO��LMD�NCRMBLOOKUNIT(CMU)S�L�NM�TOM7M�SC WCOOS�BE
P�MUR���TED�UOWSOaHMPNEWaHMSG�O.��MNUM�BE
0063-75 AND BEA MINIMUM OF.12F THICK. STE& STUDS TO BEA MINIMUM GRAOEWAND.�F
THICK(IS GAUGE). TO BEAT LEASTA� THICKAND ASS. AU-ANCl4CRS
iKOMU&S�m�DAT�T3SCUW��SOMND�M�.410
ANCHORS INTO WOOD MAY BE STEEL, i" S.S. OR 410 8 S�
lr,lf�UR I A-
WIHIR CAR
NAJU ON
III'. FORVULA T� f'P'�W Tvv -AN--,HO�
WHEN IT IS LOWER THAN THE MULLION
(FROM THE T�) OF THE SELECTED
IT WILL YIELD A MINIMUM ANCHOR
MICH MAY BE USED TO OUAUFY
w
-0
PRODUCT REVISED
.W.
..9 C.d. 17-0630.01
NOA-W..
E.pl-tlan Dow 0512612021
M.M.o C,nitrTable (IbOWI
Openlog WUUN W�caff,spaofi%
m0ow) or Oponlog HeIght
(ftrWmrftOopvmrlo, ovdifiam)
o
WIN
MOO
NO,
.1,
l0b
mh
I h
IN.
W.
iu�go.,
T=.
Re.o,,P.
�F�OIM
Ramnw.
OIo,.
ftrw
rop�a
III W.
126'x
Ao
Mr,
.j
Lw*g
LOon,
L'Odha
L�.
Leo.,
hialj,�hall
"a
31
a IN
g all
I
H
al
a
a
a
th
In
IFUlk—.11
7-�ll
Fc�
ii-
-Fl-
I -A I irm
17.4 No
I. On
IWAT--w
77--o
1 -112"
41
I;LOI
:z.
I 0 1 N`
�M`
Z.!
Z :Z.!
"To
�il
:m
14M
looj,�
j
;W "0. 25A 1 IMOI CV. 117DO 1 1110 1170; 7& 700 I
FZ.0 i.— TOO
"Oo
I., r-
4
7
TaLr ro, In no- f4il I 7-a
1 051
DO I N.1 I To I M.7
I Do i ma m
D o
".I ON I 9,� I To, 1 11,1 .
I I Ou. I ON I
mh
M!
105.0 ON K5 50 DU
On 7n M nJ W
70.5 on
No 60 NO No ON 011 50 Q2 95
H.3
W
NO 51.4
Or 31.. 60
N.1
IN
I
7
!I.NO
WNAN3
457 JOJO MIS I 0A 4t§ IDI
515 50.1 111 41.2 515
4.7 In
36A 516 NO M 310 615 VA IM Wo $15
2111
411
.11 WA
N7 20.6 515
INA
IN
In
m 4" 41.1 In J.O
�!4
In 4LO Ml MO
MA NO
1*2 41 MA 311 IN lol I" a' In
�6
No III
Do ZI,l
No 'Ll In
-1
IN
ZA
:7
:110
ll� No 159 NO
I"
In
�11 20 1 .1
TARILP 8B
FIGURE I! FIGURE2:
0
FIGURES:
FIGURE4: FIGURE a
I
ANGLE
,,-P.UST
BE USED
IN PAIRS.
FIGURES.
TABLE NOTES;
1) SEE SHEET I FOR WMUMONiS ON USING
ON LOADING. SEE SHEETS 24 FOR GENERAL 11
. 1 , I
z
0
zi
zi
X z Z
As
z
INCSOIZ CAPAGITY AD A ISTME K I
OT nRMULA'
J
y it
UL1:0VOIll.— PRODUCT REVISED
7 .-v ... ..... 1, R�QJRKI C-IR�l 1-11— M
512
CAPACIlY(FROMMETABLE)OFTHESELECTED "om D"c 0 6,2021
MULLION. IT WILL YIELD A MINIMUM ANCHOR by -:54�
CAPACITY WHICH MY BE USED TO QIUALJ� �Pi
ADDITIONALANCIIOROPTQNSFROMTHE
AN�ORCAP=TYTABL.E.
2)L(N�RIWMPO�TME�NM��G�S��RO�INOW�ISALLOWMLE
3)h4 ON AND MILLION WIRE SHOWN ARE NOT TO SCALE FOR E� DIMENSIONS. SEE
�.23. HOLES TO BE DRILLED IN THE FIELD FOLIUONNG DMENSPONN- RESTRICTIONS
SHOWN ON SHEETS 21-2a. FIGURES SHOW SUGGESTED, APPROXNATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SI-ALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND
GROUT-FUEO CONCRETE BLOCK UNI'T (CMU) Sl-tALI. CONMRIA TO ASTM �� WOOD �
BE PRESSURE -TREATED YELLOW SOUTIIERN PINE WITH AN SG OF MS. ALUMINUM $HALL BE
BOOM, ANDBEAMINIMUM OF.125' 71HICK STEM STUDSTO BEAMNOMM GRADE MAND
.0�'T'IM(IB�UGEI.S�MS�KTODEAT�.12T�ICKMDM9.�L
MCMM[NTOMU�SM��ENDATL�3S�M��SOMND�M�RlA..
410 L 012 ANCHORS INTO MOD MY BESTSEL, I" G.S. OR410 S.S.
A LYNN MILLER. P.E.
FL PmEm# 587D5
Muftn CapaaDY Tmb!,, (Ibalfel
O�.In,wdm
F..., �..
....... .
b
K�b
10h
W�
TM"
Wft
A" �b.
LIU— T!I
js�jl
11" 1 Ila
a
Ff
YIN!
T.
hill
I ILI i !�L ! K
-�L
W,
"I I.,
"�51
as
as ;7
o,,L3s,
R -1
n!
ng
10,
1 ,
11,
-
. — i — , —
.1 11.
, —
.
, —
4.1
, �- I
.1
—
, ��
a.
,
, --
i —
, 1 �
I
.
I -
----
-
;-
I m2l
Wh
A
as
:a
W
M4
2�fl--52
1 as
as MA
IN
28.1
"S
as
2 ",
su ni ul
as
JaA
I m
n,i
.1
s.
N. I.
W
Ja
2"
2s,
6.1 as Z
Ws
M——.
7
'oh
I
12t.
T-�
FIGURE 1: FIGURE
TABLE NOTES,
1) SEE SHEET I FOR INSTRUZONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2.4 FOR GENERAL IIISTALLATICN METHODS.
2) LINEAR INTERPOLATION BETWEEN MUL]L LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE
ANGUE
CLIP MUST
3) IAUWON AND MULLION MIPS SH� ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
MS TO BE DRII I ED IN THE FIELD F=OWING DUENSIONAL RESFRICTIONS
SSHr2I-n HOL
" ON S�EETS 21-23, FIGMES SHOWSUGGESTED. APPROXINATE HCi.E LOCATIONS,
BE USED
IN PAIRS.
4) SUBSTRA�IMES: CONCRETESHAUL CONFORM TO AM 3M SPIXIFICATICNIS. HOLLOWAND
GROM-FII I PD CONCRETE BLOCK MIT (CMU) SHALL CONFORM TO ASTIVI C�W V=D S�
FIGURE4:
FIGURES.
FIGURE 0:
—
101
BE PRZSSURS-TREATED YELLOW SOUTHERN FINE WITH AN 80 OF 0,55. ALUMINUM SHALL BE
M�TS AND BE A MINIMUM CFAW THICK. STEEL STUDS TO BE A MINIMUM GRACE S3 AND
04V THICK (18 CAUSE). STRUCTURAL STEM TO BE AT LEN3`F.I� THICK AND AX ALL
ANCHOF� INTO METAL SHALL �END AT UDsST 3 SCREW THRIADS BEYOND THE MATEF�
Fro
MO Is 912 ANCHOR$ INTO V=D MAY BE STEEi, IM B.S. OR 410 S.S.
3TUN-PRESSUMEMIQUIREMENT FOR JHE
MMTHE
12W 3
I - 1 -3,
W. Fwl
"VXUVX.Ior J�X�XJW
mUJCNmR MULUMFM
FIMD-MIJUUEDUNJTS FACTURY-MULUEDUNITS
Z
A
�w
x
PRO"jac-1 REVISED
1,10, 'h" Flond,
RDA:', .093G01
MAI.,, C.P.Ity Tbf. 01,01l)
Orn,,log tax abIwftoDP5PamNI aotffloM) -l' OP-1-9 H-Ight
Mkm)
tah ob alto I N. Iof�
I I..
Ill.
No k
T�'
T-FIrd 1 9'.. d.,
T'.pqtt'o �W�l
T.F.I.
T.�I.N.
R111.1lb,
llonrl� 0.
�.gj
nwrl��
FA
024
Ma
Ull Ma.
AIW�
- I
Mua..
-JI G
2j, 7l
111 111,0 2. IT.! 17a. D. I= aD
21 1 1 1 .' I
115SAI 17. 4.11 I'll 1
m I ?a' 06, Jlv"Llm
Iyoo
0,
__ _ 11.1 '�"' 1.
�7'. � "'. � ... 1. 1 - ,
a!
T111 I loot 1 15111111, 1 'ma I lot, I it,, I I 'u '.' I - , I 'v,
'.o
1 -
I
-7m
In
.2.6
am $it
mo
-LI
1.3
al
.1
'a.
n -Z.
.0
,a ".
111 1
Sol
"A I
Got
L'i
lot
DI
ill.,
I
I.,
I 1�
l
al
211
RI
374
all
%in
79.6 IS' UJI
.17 ".a
.0 all
"a
al. IN
V I
too
am
m'
all
m6-
_Lot
_!Ll_
all
291
4V
M m
�9 7. 1 6 l
1 41.11
"a 41l
�11
a
at
xa
4�o
w.,
I l'I
176
No
444
It
'a
11.l
17,
1
"I 'I',
Ida
TASL E- '119
Ell
T vc. v as-�. m2 a
out.
0�
X
c
MULUCh! C,,_,
PRODUCT REVISED
Ti; AN-
""'L "OWOJ� T" I
A�IJALPRE�-IUQL REQUIREMENT FOR
"',NING. -1 11 WIFR ��-MTh� %'
0,,
THE fA.61-E) OF THE MLEM
MULLION IT W.� YIELD A MINIMUM ANUIG,r
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITONALANCHOROPTIORSFRONITHE
ANCHOR CAPACRYTABLE.
FIGURE 1: FIGUREZ TABLE WDES: -1.25w- -Lav-
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SNEET26 FOR INFORMATION a
ON LOADING SEE SHEETS 24 FOR GENETIN, INSTAUaiTION METHODS.
2) LINNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WOTHS IS ALLOWABLE
FIGURET 3) MULLION AND MULLION CUPS SHOWN ARE NOTTOS� FOREXACT DIMENSIONS. SEE Z
ANGUS SHEUS21-nHO�STOSEDMUEDIN�H�F�OWINGDIMStOMU�MIONS
SHOWN ON SHEETS 21-M. RGURES SHOW SUGOESTED,APPRONMATE HOLELCCATIONS.
CLIP MUST z
BEUSEf) 4) SUBSTRATES: CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS. HOUOWANO
Fs=49 IN PAIRS. GROUT-FtUED CONCRETE BLCOK UNIT (CMU) SKALL CONFORM TO ASTM G-90- MOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE .624,
FIGURE4: FIGURE& FIUUHEb; B�TSANDBEAMINIMUM OF.IOV THICK STEM STUDS TOSEA MINNUM GRACE 33 AND d Rr 1916 V50
04YTHM(18 GAJJGE). SIRUCTURALSTEM TO BEAT I-EASTAWTHICKANDMIL ALL
ANCHORS INTO METAL SJI Ea(TEND AT LEAST 3 SCREW TNNSAD$ BOOM THE MATERIAL I�X3�x.uv 12�X32FX�
010 & 912 ANCHORS IWO WOOD MAY BE STEEL. 18-8 S.S. OR 410 S.S. MULLION FOR MUONFOR
LE :1 IE I FIELD-tnuILLEDUNITS FACTDRY-MUULED UNITS
A.
N.. spBs
TABLE 11A
a;lIlgmiiIIorSorO,i
Tffl�
_L=_
L"""
A-1
III.,
umi"
LIsifill
IIIIID111
U
..ou
A
ir
-mti�,I31 lit,
'q.1 lit
I iz Eli 1
2
'4 0 12. 1 ml
N! 1"' LL'
—1.
A
74
R, r
7, - -----
7TT
"',I m 5
Im
In%
.11
ll�
11 15,
"1
1&3 sl�
m
I'm
I—
Rx I �m
I
_951
_771
C7
7
T,
_5
M
V,
M,
7,
"1
27.
In
_jn
P�4 I lift
1 2
1
1,3
-T—
FIGURE 1'
=
FIGUREZ
FIGUR93:
ANGLE
", MUST
SEUSED
IN PAM,
FIGURE 4. FIGURES
m
FIGURE 6:
ff: I
7F
�IJLLO iT W.LL Y;ELI A
CARACIW WHICH MAY BE USED TO QJAJLIFY
ABIOUIONAL ANCHOR OPTIONS FROM THE
ANCHORCAPACIT)'TABLE
—ilw-
2) LINEUR INTERPIDLANON BBTWEEN MULL �GTHS MDMR OPENING W10THS IS ALLOWABLE
"'M"ON AND M�ON CLIPS SHOWN ME NOT TO SCALE FOR EXACT DIMMSIONSl SEE &94'
..EETS 11-23, HUM TO BE DRILLED M WE PIES) F0U.OWNG DINIENSIONAI. RESTRK�S
SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGEsTEO, APPROBOMATE HOLE LOCATIONS.
4) SUBVIMATM CONCRETE SHIAU_ CONFOM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUrr-FL.ED CONCRIiTE BLOCK UNIT (CM) SHAM CONFORM TO ASM �. WOOD SHAU�
HE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.0. ALUMINUM SHALL BE
6083�TSANDBEAMINIMUM OF.IOW�ICKST��TOBEAMNIMMG�E�MO
,��lM�iOGAUG�).STRUCM�STMTOBEAT�.In-TH�MD��L
ANCHORS INTO METAL SHALL EKTUND AT LEAST 3 SCREWT�SIU)S BBrOND THE NVITERIAL
910&M2M�ORSINTQWOODMAYB�STER 1"SS.OR410S.S. I2rX3SVXAM'
MULLON
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TMUES AND SHEET M FOR iNFORNLATI011
ON LOADIM SEE SHEIiTS 24 FOR GENERAL INSTALLATION METHODS.
2
WI
I
ol
<
i,i
z
Z7
'40
1-1ADIA1 I
...... lill. DuI. 05,2B:202'.
'i LYNV "',
NO.68705 't 1p
6 .. .............
OpliiIng OP
mulions) orOpcnWg Hetalt (for WiWle"O,1T MVPrea
eah Teh
Mh
loo.
140M
Z"l-
RP1eI Relftfleeelf
TmPlie".
I
L'-H41 Li-ft
*nIq
L-kg
�g
I 1'.iie
Lew.
wi�liv
I i
A g 3 H'
�A t
E.
KA
in
.1
a
N
J
ij
-1
--j
—"z
i7im iT
H.
'm
Im.1
H.P
I "o
H0.0
mo Fm. t
11 AtI417
I".
im. 1.
17
11
I7Q.0 13U
0 1-'m mo tm
HOI
vu
I
I H. Jew
..1
171
l4m
1
171
_�0.01
lin 1110 Il"' I'll,
!210
21
.10A
1.
I'm 1,51 a
7
me
42.
jOr
1p
'..j
'o.
w 1:,e.j
tilq
U7.1
3 �8;
I I
InX
141�
al
Hei ue.0 I= j lan
Jim.
1
170.01
.15
'.
lo INM IW 101 [1',, 11 11
i
�1..
�e2 7
Xf; .1
v. 51.8
"1
--
e"'ii
��:
-
!
-5;�
�'
t
"I
EDLV-1-9-i
U., i-e� �T 'e 1�1 7. 'r7
11:
,
I
.71-F
1-1
z
17A81 P 12B
ANCHORCAPAC"ADJU TMEINTFORKIU�k
-I-
0
0
I Oil I
'A1.CHCRc1j2 — .' .
"' 9�
'�C'
I TG
V� fli, "-Id'
=V.
6N,
7�.Lft NIA
T�
7
.4e
Imea.
I
44
NI'A
'A
WA
NA
I fi�
I
KA
I
um
ri�
I
N A
11
I ..
I
1
1 NA
fiA
1 i
JVA
I M:�
I NA
I M��
NLA ig�'W
3.61�-MMDQF�Qpnl�
4010
OA
M.1
I ..
I
MLIWON.0 W11-1-YIEWAN.MMUNIANC11OR
CAPACITY WHICH MAY BE WED M QUALIFY By
A-D. -ONAL ANCHOR OPI 04S FROM 71 IE OH..��OO R'.du.t GPM,..
ANCVOR�ACITYTABUE.
NOTS-FORTH
FIGURE 1: FIGUR91 FIGURE 3: FIGURE
F. TABLE NOTES:
1) SE)E SHEET I MR INSTRUCTIONS ON USINUTHETABLES AND SHEET25 MR ]INFORMATION ON LOADING. SEE SHEETS MR
law-
GENERAL INSTALLATION METHODS.
CEN
LENGTHS AND/OR OPENING MOTHS IS ALLONVAB�.
SF
F
FIGURE 6: IGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL
25). 4.000'
NO. 58705
F]
F7 M M
3) MULLION AND MULLION CUPS SHOWN ARE NOT TD SCAL1L FOR EXACT DIMENSIONS. SEE SHEETS 21-M. XOLESTO BE DFULLEGIN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SI,flEE7S 21-M FIGURES SIHOW SUGGESMO. APPROXIMINTE HOLE
LOCA11ONS.
z
FIGURE7.
FIGUREB: FIGURE9,. FIGURE10: ANGUE CUP
-1
4) SUBSTRATES: CONCRETE SHALI. CONFORM TO ACI M SPECIFICikTIONS, HOLLOW AND GRCUT-FIU-ED CONCRETE K= UNIT
(FIGURW4&6)
MUST BE USED
LE
(�U)SK�LMNFORMTO�M�.WMDS�BEP�URE-TRFAMD�W"�PNEWIMMMOPO.n.
IM(18
ALUMWUMSHA11.BE6DfDI-T5AJ0SEAMINIMUM OF.I��ICKST�S�STOBEAMVI"AG�EM�.�THIM(18
GAUGE). STRUCTURAL STEEL TO BE AT LEAST.1 2V THICK AND ASO. ALL ANCHORS WTO METAL SHAU- EXTEIhID AT LEAST 3 S�
rx�x2r MULLION
'y ...... tv,
",,,�ONAL V,,,
Om
IN PAIRS.
M.
THREA,DS BEYOND THE MATERIW-. #10 & JM2 ANCHORS INTOWOODMAYBESTEEL, 18-11S.&OR410S.S.
MILI&K P.E.
Ft. PL.0 58705
Sam ME k Win ma.
Rk-I(YIII TWINIII,l
I.�
W.I...
.-Cti.1XIM
2
0
LIA, LIW'
TAIIN
uid� WiAl"'I
I Wim
L.'"
tov LZ
AiiAi
LAA,
kh fle
K
t
jull h
LZ
�nl
—_"I
tWU JIMU TO�l
� Nik, pa -I" r""i io 1'� 1%..
1 �
i 7"
_imo
giggg
int
I I=
1 1710
W
I INA I IM
_kk
im
in.
2W3
Im.0
1171
in.
I. I�
'W,
..
no
Iw
I
I.
in. "A'
"W'
'I.
"u.
1 5,
"71101
Pm
RW`
7�
nV
12"
i'NO V1
i'no
1-
�10
1W
INA
VN
1 1— 1 1W
IN,-
'
'�o
In
'no
IT'
'A"! TZ
2:
MY E: P!
RI�
P,
I T"'-"' HZE
mT.
T I I I
"I IIII
11.10 1
1,251 01 3113! '.�C 'M
IIA b 7-13[11UO
ml
I i ��3
r
. 42,;7.
1W,i
a, r 2T, �Zj iwsl
�',;t
.. —��
�i a I,
4�4
"IT
I,;-, M7
T 7-� F--" I
_ws
j7x��T"' 1"i
o�' i:I:�;
t"
j,l, t I—i
E" lz;I�
1
OR ZIAPACIT'(AD JUM�E!ITFO.W�ILA
7 Ir -,III T' "91
�Ir3�
7
OMFORTHEOFFSETCUP
4 W'Ibs
.'�I V 1,11 VIL tI (I'QIWIl 01 n
7
in.
I.
'W". ..ISEA
:JE. .
1, 1
A"
mus
all
llnl-�
�Al:
1.11m 11. As
1.
1 VA
VA
WZ
I ��A
WA
2 ;A
M VA IiA
1A
FA
�i
FA
MEN. ONME
W_
I
A
-
A
A
M
F
2
iz s
1 Sam VA
A 1
1
USE THE SAME PAUMOK
"I
jEH,I ANDANCHOR
VALUES AS THESTMDARD
CLIP.
CAPI�L7',rW., !j'/ISLL)OI HE'LLIVIL_
MUL' CN. IT AILL YIELD A j[NlMULI ANCHOR
CA "�CJTY V1
F1 HIGH MAY BE USED TO QMiFY
FIONAL ANCHOR OPTIONS FROM THE
N I TABLE NOTES,
FIGURE 1; FIGUREZ FIGURE 3 FIGUI FII FIGURE11:11GURE10: RGUREH:
--- T--g 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABUES AND SHEET 25 MR INFORMATION ON
LOADING. SEE SHEETS 24 FOR GENERI,L INSTAUl 10N ETIlODS. LY
"I"00 IVIV
... 4A
2) LINEAR, INTERIPOI.ATFON BETWEEN MULL LENGTHS ANDOR OPIENING WIDTHS 13 ALLOWAVU�
3) MUU_ICN AND MUILLICH CUPS SHOWN ARE NOT TO SCALE. FOR �C`T DIMENSIONS. S� SHaIus No. N705 % 13
21.2& HOUESTOBE DRILLED IN THE FIELD FOLLOWING ON
MORE 5: FIGURE 6� FIGURE7. SHEM 21-23. FIGURES BMW SUGGESTED. APPROMMATE ROLE UOI 6
ANGLE
4) SUBSTRATES: CONIMSETE VALL CONFORM TO ACI 301 SPECIFICATION& HOLLOW AND GROUT
CUP -FILLED
%�
(FIGURES CORI BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. OSTIMULBEPRESSURE-TRIEATED
6-7) �WWSW�EMPINEWUHMSGOFQ,55.�UMVUMSMLBE�T5MDBEAMINIMUM OFA�
uuu, TRICK, STE&.STUDS TO BEA MINIMUM GRADE 33 AND.W' THICK(IS GAUGE) STRUC11RAL-53EM TO ly/
USED N BEAT U�T.125' THICKAM3 A36. ALLANCHORS INTO M�TPLSHALI. �AT LEAST 3 SCREW N
PAIRS, �R�SSSYDNDTHE�TE�.#ID&012MC�.�WOWO...Al-ITEELI FIL P.E.# 5ST05
2'X&'X25 A. Elt. E'.'
z
0
z
to, n:
-t!
3�21 it
xxi
-,I
P,
TABLEi4A
M-1111, Callcily T21,11 PSWI
opmmgmmww 1`9 w1aw) Dropenmg Hogm
ww'immilpsp�m
`TnOI`w)
win w'n "In I I. In
100
I
In
1 1.11
i��-
In 11
w
�I�
I Tra�d,
F :1 1.
1
ix�dW
�.I,
LPft
LW
7
ELL 1
'Lat
I I Ln
ii zT I'
L
T, T
W.1
lc� a;
1;9 i'a I
T,?�-
g
I
L,
--I
nt, I ., I a
I.
i i I
il 7
1 1 -j-
I I I I
I
I I I
I I -
L
I I TARI 9 1AR
z
In
ANCHOR CAPACITY ADJUSTMENT FORI
7
V
v-
X,
REREaLI RT-ME\, I CP
TP qlr)uf 13
VNLL rH A VINIMI)M A�C
1-1 -.11
ID
.0
TABLENOTES,
ING
1) SEE SHEET i FOR INSTRUCnONS ON WING THE TAaUES AND SI FOR INFORMATION ON LOAE)
SEE SHEETS 24 FORGWER`kL INSTALLATION MiFHOD&
2) LINEAR INTERPI BETWEEN MUMUENGTHS AMDXIR OPENING WIDTHS IS ALLOWABLE
FIGURE t 3) MULLION AND MULLON Mtn SHOWN ARE NOT TO SCALE. FOR IDIA(3TOMENSIONS, SEESHI 214t3.
F-e- HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M.
2.116
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED IN PARS
4) SURSTpATES: CONCRETE SHAUL CONFORM TO ACI WI SPECIFI�VONS. HOLLOW AND GROLT-FIU-ED
CONCRETE BLCC� MIT (CMU) SHALL CONFORM TO ASTM �90. WOOD SHALL HE PRESZURE-MENTSO
OFA�-
ICENI
Y�OWSOUTHERH PIREWITH AN 60 OFO.55.�MINUMS�REM��MDMANNNUM
THICK M�STUDSTO SEAMINIMUM OWE 33AND.WTFjCK(18GMUGE)L BEAT
IMI 2y MULUON
'X2.11'X..
N.. 5870
LEXST.12F THIGH AND ". ALL ANCHORC INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND
vNTEeNm,RNMmUON)
THE MATER� #10 8 M2 ANCHORS INTO WOOD NAfSE STEEL, 18�8 S.S. M410 S.S.
I FIL P.EA 51
15A
1 .1. 1 . I, I ml� I MF 1 .01. 1 twh I j"I. 1 1101. 1 1
n b 14OR
1 T
7.
VI
Z7
AILL 1�lj
177
FIGURE 1:
FIGURE2:
F -1 F _-1
FIGUREa
71 M
ANGLE CLIP JFIGURES; 1-3) MUSJ BE USED IN PAIRS.
L. ot. I
it
Nt "3
f—. Fod _,'n'
Q. 1 �n I M. 1 1 M.2 1 .2 1 4�Il ns I m no 1 m
_Lt.� j
�—z 7, s n I ... ...
I — - - - -f— i —i —
— I �. I I' I I ll� I 1T. ' I
r
TABLE NOTES
7
6 IJUL ON. 11 V,,LL)'iLLIJ A NtIAJMkNL
CITY WHICH MAY BE USED TO QUAUFY
"IF Ent 12-1 CAPAIC
ADDITIONAL ANCHOR OPTIONS FROM THE
'M'CHORCAPACITYTABUE. - I
1) SEE SHEET I MR INSTRUCTIONS ON USING THE TAITUES AND SHEET Z MR INFORMATION ON LOADING.
SEESH�S2.4FORGENE�LINST�TIMMU�DS.
2)UN�INMRPO�TIONEEME�MU��GTHSMUOROPENINGWIOT�ISAMOWABLE.
3) MULLION AND MULLION UIPS SHOWN ARE NOT TO SCALE FOR EXACTOWENSIONS. SEE SHEETS 214&
HOLES TO SECRILLED IN THE FIELD FOLLOWING DIMONSSO� RESTRICTIONS SHOWN ON SHEETS 21-n.
FIGURES SHOW SUGGESTED. APPROMMTE HZLOCkIlONS.
4)SUBS�TES:CONC�ES�LMNFOWTOAUWIWECIF�MNS.M=WMDOROa-Fl�D
CONCRETE BLOCl< UNIT (CMU) SHMJ_ MINFORM TO ASW �M. WOOD SMUL HE PREMR&TREATED
YELLOW SOUTHERN PINE WITH AN SG Of 0.56 ALUMINUM SFA� BE M�TS AND BE A MINIMUM OF.1 2F
THICK STEEL STUDS TO BE A MINIMUM GRACE 33 AND.N5' THICK (18 CAUSE). 81'RUCTURAL STEEL TO BE AT
LEAST.125' THICK AND �. ALL ANCHORS IWO METAL SHALL �END AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & M2 ANCHORS IWO WOOD MY BE STEEL, IM SIS. OR 410 S.S.
30' SAY
MULLION
97�
pillic 7 PIE-.1=1
low
Imb 14Dw 150h
RI.,,PW
Tt*III�
jo v
Lo., Leado
uom,
Q,
2
Z-
&7, 1-5
105, mi o� .1 cis 713 m 81'a n3 we mi 75, so V- 11, �l "I 45� 11� I's III, u.....
em,
m
sp, 1 64, 5�. ,I,
L
I "I �4 11 1-1 .11
2
7- LU, '1 -11
<1
i
r %p
'7'
7—
C, 7 1 F,1WTHET,�LrI, +11, 1 LI
CAPACITYWHICH MAY HE QSEJ R) QUAL�� tUaM�Va� Pmduct Coatful
ADDITIONAL ANCHOR OPTION.
ANCHOR CAIPACFFY TABI
FIGUREl:
TABLENOTES,
1)SEE SHEET I FOR INSTRUCTIONS ON USTNGTHETAULESAND SHEU26 FOR INPOFIMATION ON LOADING,
SEE SHEEFS 2.4 FOR GENERAL INSTALLATION METHODS
2) LINEAR INTERPOLATION BETWEEN MULL LENGTH$ ANDIOR OPENING WIDTHS IS A-LOWABM.
FIGURE2:
3) MUI-LION AND MULLION CL[PS SHOWN ARE: NOTTO SCALE. FOR E� MMENSIONS. SEE SHEET$ 21 M.
HOLES M BE VMU-ED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET& 21-23.
FIGURES SHOWSU�ESMD,"PROXIMAMM��Tl�S.
4) AT'S CONCREFESHALLCONFORMTOACIMI SPEC4FJCATIONS.HOL1,0WAKDGROU`F.Fi1.UEI)
SU801
FIGURE&
INI 11011 (CMIJ) SHA!-L CONFORMTOASTIA �90.WOODSHAU.BR PRIESSURE-TREATED
, UNIT
YELLOW SOUTHERN PINEWITH MSG OF 0.55. ALUMINUM Sf� BE6II6ST5AND BEA MINIMM OFA�
THIM.S�ELSTUD$TOBEAMINNUMG�EWMD."V�ICK(18�ME).SMUUUML�EaMOEAT
THE MATERIAL. 4,10 & 912 MCHORS IWO WOOD MAYBESTEEL. I" S.S. M410 S.&
ANGI-E CLIP (FIGU� 1-3) MUST BE USED IN PRIM
-1 tow �— --j I.No.
—�F T�
605�TG ALUM.
AFNTER OF ANCHOR HOLE WIST LIE TCPVPW
"LO I! WIN r-
=TANGE M..'Mb. NCIFOR HG,L
AMETER ANCHORDAMETER-1/16%
375'
IN.
------------- —
lalD
OFF,
61% MALUML
OFFSETC111,
T WEA,
m
'RO,
�4
CENTER OF ANCHOR
Oty 1��5 r f IF
SOLN", —E
SHEETS S-17 FOR THE
ANCHOROC. IABLE B
DWANCE.NA)eMUM
ANCHOR HOLE M.11 Dlen
DIAIAETER� ANCHOR
DIAMETER. Mr.
mME1111
00, 10,
. ....... ... ..
126-
3118.
0)
I XZ'X.12F(5)
FIST Re rt III
Mullion
66605
SW, Clip
666113M
OffsetUlp
MMSM
UZ[ip
666243M
Angi. ME
666511M
I'X2'X.37W(6)
MSDOS
W5114M
566VISM
MU44M
6US12M
V X2.7&'X.375- (7)
66607
GGE1 15M
MIMM
6M45M
666513M
v X2.76- X.65a. (B)
66608
WG11W
SMI121M
6615246111
666514M
1"X3A2V'X.50W(9)
B6637M
66611 16M
6MI114M
6W242M
6613515M
j,f X X.265' (12)
661111M
6661117M
6681113M
666241M
668516M
_3.18r
1,26.X211.i.126 (18)
69370
NA
NIA
WA
W617M .
NOTES,
1) IRDLESTO BE MILLED IN THE FIELD FO�OWIMG DIMENSIONAL RMTRIGIRONS GIVEN ON THIS SI-NiEl'.
2) SEE SHEETS �9. 12 & 18 FOR SUGGESTED, APPROXIMATE MILE LOCATIONS & ANCHOR D.C. DISTANCE.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION ME1HIODS.
1-2H 92" I'll
2 X.12
2,1L4-
mol.
1 ,27� Xj
A 2,000
a 2.637 1- X3.125- x
.507 MURI
C SAM -lube mug
be M .11
D
1.7m62
t26' X2.1 I- N
1111
.121-Alu.
<
64 9A,1
LYN/V
"N ...... 4f,
IVCEN��,.
N.. 687C5
0
Ol
43W
Fn ull
I
2
11� ell
1.1W
0V
161
P�; -,FE
F
I gel
I
JL..
I -----------------
ri H.
111�4 "IT
I I
P1,111si-
-
I -k�
I
I— U—
I F
A?,
,
62".
t
�,A
7;,-
tL
X-SECTION
c
1 1353 .125-
A)%
375 - I Bil-
MIN. ---- --- I ------- 14-T .
a2W4
ew�m&kmm
kSECTION
v Sol �pel
NOTES:
1) Hol TO BE DRIl IN THE FIED FOLLOWING DIMOSIONAL RESMICTIONS GIhSN ON MIS SHEET.
7) SEE SHEETS 10, j 1. 1�15, 19 120 FOR SUGGESTED, AFoPRO)3Nl HOIX LOCATION&
3) SEE SHEETS 24 FOR GENERl INSl METHODS.
H
L
TOPIIII
1
1197
X,
"S'
V—.—
Teep, -
125
Ev
H
I
0751'
2.430
mal
2.250
Jldiurionneori
on,
Rien Mepnn
a. WOW
�F
H H
0,760
11600
1 F 1 2.875 46
'Be Mile
I I
1250
Mulleptneneon
(ollel
PaTpaut,
mullion
Sol. Clip
Ol
UZIIP
Male ON;
V xc X.W (10)
Bill
WMIIM
6MI12M
6CU41M
B66518M
v Xur X.3m (I q
66610
696112M
Ml
MB2,OM
5665ISM
V X 0 � (11)
X
Sem
61111m
mlimm
6BI
Sell
EX.37V
L�X&WX.107(13)
1.25-X3.1ZilX.I
Mill
1=1=3iS
�IIWM
IIVM
M1124M
6651126M
66154I410M
(6541
SUIMIM
GGI
1.�x1srx0l
201U
Oil
BMI120M
61
M517M
Dml
3 In
ow
WA
WA
WA
69,551101A
"...011
WA
WA
WA
�ilitA
0
E.,finotin. Dole, 05126/2021
-Y
mon,"ol
...........
OC
N. W705
z
0
NN P.E-
TABLE E
PGY P.A#
;W. Clip =p
Angle C11p
MW1M
668271M
6865112M
rxvx.�w)j
ua�
I 666MM
666272M
6605113M
TO
4. v
r 1�0- ---j
Fxo-x�'
MULLION
6D&,T6auM
X�
U CLIP
'06�ta �UM
X`11
Jl— i 11 L.
.411
.3fe .�Iw
YN
If
4.688-
-----------
UA�DCUP �Ip
�� �Um. en� 0�
TOPMM MED FOR r X 54=0�1. 17
TOPIAtW
( I i -I [--*im-
UMOMDCLIP
MMB�uu.
ku--,
=MG�Cup
M-TIIALM
AL;
— - —
-
Dig- 10 K I
— - — -
<1
U:
I�ITII-M
—W ... ...
L
mv.
21
TO�
SOB
"SR�m
FEUMO.rw
USTAjLS,
I,
PRODVO,S
4414,,
SSI
'ETAIW
SKETS
WE SURDINGSUBSTRATE Is KNCMTOBENVOOD ONAI-1- FOUR DEPTH IS M14T.THE OPENING REQUIRES ADESIGN PREBSCIRIE OF -60-OA60.0 POP.
1) IN�YASSUMINGTHATA`PWDE MUWON IS SUMABLE.THEMIJUION LENGTH REPERENCiNGSHEET2S.THECOLUMN USING
RECTANGULARLOADING MUS�IMUSED. WMVEMULUONTM�SFORAMU�ION�TISAT�T�EWN��E D�ROF�l/��w���OR�D��OURM It
DESIGN PRESSUREOF IFTHETABLEDOESNOT SHOWME
FRONTABLE � SHEET 7, WE V X2.7� X.375P MULLION (LENGTH - TV, OPENING WOW .701 MEETS WE DEPTH REQUIRED. HOINEVERWE DESIGN PRESSURE S.FM33 PSF ANDWOLIUD
NOT BE SUITABLE FORTHISAPPLICATION. R, It
�TEAH�;l CAr%Cf F ��PEP OF H35
THE dUILDlNG6UeSl�l�IS"OY�IqIQBELLIL
UESIGN PRESSURE CF+5O.OF!I5 0 POP.
I U(OLUMN US.N� J10-1J. �J,UU,
M-E, LES.C14 -RM�—,- OF I�. a.s5xi sr. 7HL-, -!!L�DOZSN'�] sHo?,,THLFxAcT sim, uGE rq� NEXTLARGERSIZE
p
L LL�� I' I I-T 1 4,T 111
........... .. ...........
t d 3,�
D.I. 0 5,12612021
FOR �EHO,il/UNTALTVJLOQN�:
BECAUSETHEVEWCAL MULLV,iUL BE A2'XV X.250'MULLION, INTH.S EXAMOLF�Z VI LLWATCH THE HC,,ZOWALAD WWI" M01=11S, ALTERNATIWILY,ANOWER
MULLION �PE COULD 8- ChO$I!N.
1) WE MULLION LENGTH IS SIP Mo WE OPE41NG HEIGHT IS -1 OF. REFERENCING ShI=ET 26. THE COLUW USING TRAFEzOlDAIsTRuNGULAR LEADING MAY BE
a
USED. FROM TABLE 1M, SHEET 16, WE 2- X � X.UT MUWON IS LENGTH - 4r. OPENNG HEIGHT - 120-) HAS A DESIGN PRESSURE OF 1�1 MO PSF WHICH ENGEEDS WE
REQUIREMENTS FORWE OPENING AND MY BE USED IN THIS APPLICATION. NOTE TIiEANCHCR CAFACR�REQUIRED OF 521 LBS,
2) USE TABLE 12D TO FIND WE ANCHOR 71IFE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR WE CMU SUBSTRATE. IN THIS EXANIPUE. ASfIUME �Z CMU JAMBS ME W
6
WIDE. IF THE MILLION CLIP WERE TO BE CENTERED WITHIN THE W� WE MUST BE TAKEN TO MAINTAIN WE FASTENERS EDGE DISTANCE USING WE M5 ANGIE CLIPS M-H
(4) WI(P ULTRACON ANCHORS AT AN EDGE DISTANCE OF I - GIWS AN ANCHOR CAPACITY OF $,10 LOS MICH IS GREATER AND THEREFORE SUITABUE, FOR WE REQUIRED
ANCHOR CAPACITY OF 621 LWL
iAY LYNAt
4) FOR WE UZiJP IN THEHORMON"TAI. MILLION TO WWJCAl- MULLION. USE THE GAME ANCHOR CAPACIT'I' Of 521 l.BS, TABLE IM FOR WE UFCUP SHOM WE ANCHOR
%G,,
CAPACITY IS 1074 LOS MEN USING 3 ANCHORS, MICH IS GREATER, ANDTHEREFORESUITABLE, F1311THE REQUIREDANCHOR Ul LBS-WE
ANCHORTYPEISAN12STEELSOREW.
N.- STIG5
FROM THE ABC� STEPS. 01 MULUON DESIGN PRESSURE IS:
41�17 P8F MOM THE WRTCAI. MJI
z
.1.170.OPSFFRCM�E3VHORIWW�MUUIONA��HINGMCM;
-0, S
.1-170.0 PSF FROM THE 3V HORIMNTA. MULLION ATTACHING TO WE WaCALMUULIONIINTERSECTON�
PEP MOMUUOAPPLYTOAULOFWEMUUUCNS,
AM
I'R A,
'40 RID N
THE LOTWSTDESIGNPRESSUR5
" C-i
OF MULUCNS OR FENESWATION
-,ON L
"'I
WRIF1'THE DESIGN PRESSURE OF WE FENESTRATION PRODUCTS USEDINITH THIS MULLION SYSTE.M.THE LOI DESIGAI PRESSURE,
A. L 1412.�Fe
PRODUCTSTOMUR-LIOM
ACWMMCE��EINST�TIMWECInMnOMI���EC�WSU��MDMNE�TION
7
T�—
00,
4W-�ffiffi
r�o
011d
'0�
04
,010,01
Bill
Will
m
all,
'A
I villo
111
0 W,
W-
, . " �, - - I',, , , �:, XLL - .
LOADING OFVERI MULLIOM LOPOINGOPWWICALMULLION
PANEL OF HINGED DOOR IS MOTCARTURED ORANCHORED WTHINTERSIALMULLIONS
LES OF LOADING.
,jtA; -gel
LOADING OF HORIZONTAL MUl-'ION
0
0 1
01004
O�
r
oli
0
0
0
0
I Is
OF04
oom
IN
00
1041
11]
4
01L�j
LOADINGOFVERTI�
MULLION
LOADING OF HORIZONTAL MULLION
LOADING Of HORMONTAL
MIJLUON
1) DRAWINGS ARE
RERESENTATIONSOFWPIM
.ONSGURATIONS.
CONMOURATIONSNOTSHOM
MA, BEE�RAPOI-NTEDFROM
THOSESHOWL
2) IF THE LOADING WPE CANNOT
BEDETERMINED.USE
RECTANGUILNRLOADING.
3) SEE PRODUMS APPROVAL FOR
AMALAN�ORIUOCATIONS. .
Wis.. A l�zi
< F-, �
F,;P 'I
41 (DIN l�-- I� 1
.R -': ! �! . 1,
<
SCANNED
BY
St. Lucie County
MIAMI- DIE
DAM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) iyww.miamidade.Vov/cconom
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. Ile documentation submitted has been reviewed and accepted by Miami -Dade County RBR -
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 AFIJ (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 "SGD-770" Aluminum Sliding Glass Door w / 90* & 13!� corners — L.M.I.
ATPROVAL DOCUMENT: Drawing No. PGTO130, titled "Series 770 Alum. SGD - LM Impact", sheets
I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, 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,
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.
TE RMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as*an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 16-0629.06 and consists of this page I and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge m. rlasencia, P.E.
NOA No. 17-0420.12
Expiration Date: February 17,2020
ApprovalDate: September28,2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGTO130, titled "Series 770 Alum. SGD — LM Impact", sheets I
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and scaled 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 203-94
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) IFTL-8717, r, TL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.06)
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 hnpact Test per FB C, 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 an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile finpact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, VfL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10109, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and scaled by Julio Go7nza�l
(Submitted tin der NOA No. 09-082 6. 10)
Jorge M. Plasencia, P.E.
P76d/uct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
ApprovalDate: September 28,2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014) and FBC-61 Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-511 Edition (2014) and FBC-6"' Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER,
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTEMRS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series
"SOD-770" Aluminum Sliding Glass Doors w/90' &135' comers - L.M.1, approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
,,Mduct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
R-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
E OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
SS
I LA INCZ
2rDESZ
IGN RE URES:
A. NEGATIVE DESIGN LOADS 13ASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSUIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ADD.
3)ANCHORAGE: THE 33-M% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 0-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS. FRAME SPLICES. FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW J0114T SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGRSGATOR NON$, ANSVAF&PA NDS FOR
FO
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTF:
CURRENT FLORIDA BUILDING CODE, INCLUDING T-15HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS� FTL-5980, FTL-SW3, FTL-6001, FrL-6014, FTIL-6015, F-L-6017. FTL-6022, FTL-8023.
FTL-6024, FTL-6025, FTL-6028. IFTL-6031, FTIL-6033, FTL-6038 AND FTL-7554
YAPI P R cIsP nPTAH R nN F"FPTq 4 RS
al
DescrIption Uslard Sam Extandarto Interior)
M
711V I-arlealad: CILIcs al HS Glass arth.090' NO hosdapa
WIT Leannalalt (2)UaS at IMF HS Goal allh.09CP NO WmaYar
N
NIS LealmiSk. pUU1SS I VIV HS SO Irtmear
GaUk
WIT (2)UMl HS Gen. sm.090 80 W.W.
V Laminated LG.:WIrTExUparOoP +W�SPc,*+71UF Lachadirs: lowday.
G5A
r Local LO.:VITExtafiertlm + WIT Air SPAca-ZHT Loarrated: (2)UI-dWI6`HSMaSwS-09VN noted
GO
I- Uspeaned LQ: MrTExtesor Cap +31WAVSpace +WIV Laminated: (EL]hs &NIT H3GIhpsWS+0PW S61handefes
G
V Lara"ed La: IWTExtyarfor Cap+ WlrMr Space +711W UarptrAled; (2)Lqescf31IT Glass *01.090F 80 StIrlaor
G7
711T UwArsys: tat Use of 311W ANN Glass ofth.0l SG Nflodnn
GZA
WIT "asnatod: g) Use of IM AM Goes wals.0gor ED Wartayer
W
F Luestraced IS.: NIT TErtest Cap + 3WAhSFyS, + 711F Umanall M Ulos 013118" " Glass ash AW SO WcdacF
-ANIF.MNEMED
.W. Hapy STRENGTHENED
�-TEMPEROO
:PYV -.09T TROSIFOOS WS BY IRIMMY ME MICA, MC.
SG- - paY SENTITAILASO BY MUMMY MERICA, INC.
I DESIGN PRESSURE SWING
IMPACT RATING I
SEETaBI-ESI,2&3ON
SHEETS
RATEDFORUARGE&SM&L I
MG81UElMPACTRES1S7MJCE I
CODIESISTAND,aaRDSUSED:
:2aj7 FLORIDA BUILDING CODE �FEOCL UTH EDITION
20 4 PLO Rac�MEOMON
-AS11A G1300,(X)
.ANSVAFgPA NDS,2015 FOR WOOD CMVRUCTION
-ALUWNUM UESIGN MANUAI.. Ab"46
-AlSI SIM'12
.AW SAID-10
DESIGN PRESSURES
INSTALL DETAILS '
12-14
ELEVATIONS .............. . ....
15.16
PANELISILLTYPES .........
17
CROSSSECTIONS ............
18,19
PARTS LIST ........ . ............
20
1111-1:111MA
anchor
Group
Anchor Type
Form,
Monthly
Substrate
had. Ed,
Distance
ul..O.C.
Dichance
Ism.
rabodsmalcr
Mastallildningers
A
012 TS8 SMS
an,-60 W, F, 05 Is,
as SMS,
(F,- 0 Mr. Fe 110 M.)
All
Soethern "I . (60 - 0.55)
aiIS'
71W
I-W
GUSTS Ateminum
WIF
WIT
01090.
AlOstal
3/0"
WIT
Gow
Dr. 33 Sees Stuad
3V
WIT
ODIV(UlGa)
114-ScOldigre-GaIGO
P,-N R.I. Pratte k.1
All
Coment. Isla. 2.22 lon,
I-Iff
y
1-118'
-J;;Tb I P� as It
Filled Shape (nEw cau,
r
3,
r
Jdablia4ioak
Holicluv Black (ASIM M)
2E
T
I.U4'
ml
Sought. NO
.
11
1"
1.3'r
B
412 Steel ENS (Gr. 6)
(delp.13fino deby al
at,, ,,,:,t,),on
all
Sol Part
SG - S55)
�pi �r
600115AL.Inum
W
WIT
0.090.
I A30 Steel
W
v1W
0.050'
I ral�aahprll.m.
I.-
DOW IBGS
*110 Mt. Ull'scm!)
N-1551,al, Fain U.1
At
Concern par. 2.85k.1)
1.
4-
l4ty
Jact, I P-hook
Holon Bl.k (AS111 M)
11
1.
1-114-
M Eke UtUcCal
I I_ E,
".,S
FI-I&S W. Fe In Rad
Air
U71-- - ---T
ISIOWRT2 &7WI)
—'
727
4
I�r
jame I P`m`k
Plead Black MIN 090)
2.10m
4�
i4ve
JandlIP41lock
Holloor Block (ASIM CM
2-102*
6,
144�
US 410 SO EM. MaRacry
F,-l2T4MiFu-I&9.7knI
"card 1 UIR
�opata pl 3.36 Inal)
Ta
4-
1-v4F
Jamblia4yalk
Col a.
1.
1.
1��
-J-.77—P�.k
Maim Black PlSTM C90s
2-VT
T
1-1`4-
All
I E.A." plear OR - 0.551
1'
1.
l4vW
i)WHERE SUBSTMTE CONDITIONS REQUIRE ANCHCMGE FROM MORETHAN ME OF THE ANCHOR OROUPSAROW.
CHOOSETHE�HOR GROUP OF THE UOMSTUETTER FOR MLTAULSS IN THIS APPROaaa-
3)FOR STSEL STUM. MIN. FUJI =45 KSI. MIN F)'-33 MI.
4) RIJUED USED IN HOU.0yY MOOKAPPURATIONS.
S)MCHORSMUSTSE OF SUFFICIENTLENGTH SEIHAT A MININIUM OF 3 THREADS E�D BEYONI)MEtAl. SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MfAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMOEOMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEE
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN IAIT THICK.
as complying with the Florida
IED, IX WOOD DUCKS ARE OPTIONAL IF UNIT IS
B.Ildl., Code
NGA-11.9 17-0420.12
TLY TO SOLID CONCRETE, WOOD BUCKS
DEPICTED AS ZX ARE 1-1/7"THICK OR GREATER. IX AND 2X BUCKS
Eapiratton Date 02117/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
C—mar,
THE RESPONSIBILITY OF THE ENGINEER OR ARCHI rECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICUNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED 13Y THE AUTHORITY MA14NG JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NO N-SHRINK, NONVETALLIC GROUT,
MAK 114"THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
&Y LYNIV
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
III! No. $8705
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
�. I z��
BY THE AUTHORITY HAVI NG JURISDICTION.
I 1. -
aan.yro I NTS I I - 22 1 POTO130
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS
1) ALL CONFIGURATIONS SHOWN � ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNITWIDTH
MAKUNITWIDTH LOCATIONS USING DETAIL 'Jve. 'Jc". 'KW OR 'Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p)o=p, FXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION
NOM. PANEL WIDTH
NOM. PANEL WIDTH CAN BE 0>=p.
PER TABLES 1-3
PER TABLES 1-3
.-J"r
2)9T&135'CO ERGO
OFANY 2 STRAIGHT CONFIGURATIONS.
MAX F
HEIGHT
al
# Na
1 IM
3) FOR NOM. PANEL WIDTH, SEETABLES 1-3.
H"
MA 0
EIGHT
TABLES 1-3
ES i_3 X'- OPERABLE PANEL,
PER TAB E
PER
'0' - INOPERABLE PANEL.
'p-
�cag!r
= POCKET F—DETAIL LETTER
jL
.-J"
I
= === le - WOOD OR METAL INSTALLATION
(m--w=CQNCRETE
1 PANFL
&�Y�
2- PANEL INSTALLATION
TG
ONFG ATIONS
C K —UR
RA IONSi
Coj U T L—SHEETNUMBER
MAX UNIT WIDTH — DLO WIDTH - NOM. PANEL WIDTH - 7-
DLO HEIGHT = DODR UNIT HEIGHT - 10. 125'
NOM. PANEL WIDTH
DYIRt
NOM. PANEL WIDTH PANEL HEIGHT = DOOR UNIT HEIGHT - 1.865"
_MAX.UNITWIDTH
PER TABLES 14
"T
I PER TABLES 1-3 ------
MAX UNIT
HEIGHT
3
PERTAI LES 1-3
3-PA
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PERTABLES'
5-PANEL CONFIGURATIONS
%41T
N
H1.41
p
ER
TABLES 1.3
5
4-PAI IONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PERTABUIESi-3
MAX. UNIT
HEIGHT
PER
TABLES 1-3
Akw
PWKU
S s
2 -22 1 PGTO130
PRODUCT REVISED
.. unplying with the Filarld.
Building B'do
No, -No. 17-0420.12
Expleallon Date 02117/2020
H
Na. 58705
SIT? I
E
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH
355-7116- @ 90- HEIGHT
300-1/4' @ 120- HEIGHT
NOM. PANEL WIDTH
PER TABLES 141
MAX UNIT
HEIGHT,
96- OR 120'
[ L117
6-PAIMEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PERTABLES 1-3
1
MJU AITJ
I I
HEIGHT i i
NOM. PANEL WIDTH
PER TABLES 1-3
MAX UNIT
HEIGHT
PER TABLES P
Ob
7-PA�IEL CONFIGURATIONq
MAX. UNITWIDTH
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ME ALSO AvAILABLE As
POCKE r CONFIGURATIONS AT E [THEIR OR BOTH JAMB
LCCAT:ONS USING DETAIL 'JW, �Je, 'Kw- OR 'Ke INSTALL41ION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, p)OO(X OR X>C(Xp. O)Oo( IN POCKET CONFIGURATION
------
CAN BE O)QOqp.
i
e
2) SO' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR MOM. PANEL WIDTH, SEE TABLES
'X'
mcw
- OPERABLE PANEL,
'(r =INOPERABLE PANEL,
'p'=PCCKET
r—DETAIL LETTER
jsj�--e =WOOD ORMETAL INSTALLATION
\W 'd'=CONCRETE INSTALLATION
L—SHEET NUMBER
OLD WIDTH = MOM. PANEL WIDTH - 7'
DLO HEIGHT = DOOR UN IT HEIGHT - 10.125'
PANEL lEIG HT = DOOR UNIT HEIGHT � 1.866'
�KU
PUTSERIES 770ALUM. SGD - LM IMPACT
�7m I-NTS 1 3 22 PGTOI
PRODU
a l7dl`.,� d.
No�.. 17-0420.12
No. S8705 % s
MMUER
P.EgW705
GLAZING DETAILS (G3,
133A, G4, G4A, G5 & ISM)
7116-NOM.
7/10'NOM.
I"NOM.
3116' HS GLASS--\
W116- HS GLASS—\
3116* HE GLASS-
.0w PvB_
10911" PvR—\
000 SO
3116* HS GLASS-
W116" HS GLXs_
74
3116" HS GLASS--�
74
3WAIR SPACE—
74
3H6-TGLASS
82
—
w
--a
3W NOK
EY71ERIOR
314-NOM.
3f4'NOM.
GLASS
T
GLASS
124-In
BITE
BITE
GLASS
BITE
MERIOR
79
Sl
84
7116- LAMINATED GLASS, TYPE G3
7116" LAMINATED GLASS, TYPE G4
1"LAMINATED LG. GLASS, TYPE 35
9116' NOM.
911VNOM.
I'NOM.
3/16- HS GLASS-
114" HS GLASS—
IW HS GLASS—
:F9_T Pva—
.090"PVB
4901 §G
S
3116- HS GLASS-
1/4'MGLASS--\
74
114- HS GLAS�S
74
5118- AFR SPACE—
74
1/4' T GLASS
82
PRODUCT REVISED
as complying with the Florida
3/4' MOM.
MOM
4 NOM
314"NOM
Building Code
NOA-M.. 17-0420.12
E(TERIOR
GLASS
G�
BITE
EXFERK)R
GLASS
BITE
WNOM
314�NOM
GLASS
B SS
E.W.H.. bow 0211712020
SIT
SITE
9/16'LAMINATED GLASS, TYPE G3A
MIS' LAMINATED GLASS, TYPE 34A
1"LAMINATED I.G. GLASS, TYPE G5A
tkY LYN
GLAZING NOTES:
No. 68,,5 10 s
'ANN"= ANNEALED
"HS" = HEAT STRENGTHENED
'T' =TEMPERED
'PVB'
SEE SHEET 16 FOR S PACER DETAILS.
�o . I
0 TA
ST111 X
-.09W TFOSIFOI! PVB BY KURARAY AMERICA, INC.
'SG' -.090- SENTRYGLAeBY KURARAY AMERICA, INC.
GLAZING DETAILS
7�2.rj
"?/QVA
zlt
znq
SERIES 770ALUM. SGD-LMIMPACT
— — I
_..
I,
A Lyw Z.
W14
I
I NTS
[ 4 122
PGT0130
C
RIL&W705
GLAZING DETAILS
(136, GISA, G7, G7A, G8 & 138A)
-
I-NOM. 7116"NOM.
I"NOM.
3116'HSOLASS-
3116" ANN GLASS-\
—
3116'ANN GLASS-
090' SG -
BG
.090' SG-
7b
090' SO
3116' ANN GLASS-
SS
WW HS GLASS-
74
E
318" AIR SPACE-
31W ANN GLASS
74 G L
3/8'AIRSPACE-
74
L S
3/16"TGLASS-
3115' T GLASS
-
83
83
I
3W�NOM. EXTEloloR
314'NOM.
GLASS
S
124-127
IC
3w NOM.
3 NOM
=
124-127
GLASS
BITE
GLASS
SS
BITE
EKTIRMOR
BITE
.-ropo
<3
�3 1_1_� 11
8D
79
1" LAMINATED I.G. GLASS, TYPE G 7/16" LAMINATED GLASS, TYPE G7 I" LAMINATED I.G. GLASS, TYPE G8
- I" NOM 9/16" NOM. l"NOM.
3116' HS GLASS- liq ANN GLASS- 31WANNGLAS -
.090- SG- .000" SG-
311V HS GLASS- .09WSG� 74 3116" ANN GLASS-
5/ITAFRSPAOF- 74 114-ANNGLAS 6116.�IRSPACE-
14" T GLASS
114 T CLASS
PRODUCT REVISED
82
83
63
314"NOM.
NOA-Na. 17-0420.12
314�NOM.
124-12
EN7ERIOR
GLASS
314�N M
Expiration Date 02MV2020
GLASS
SITE
S
BITE
ITE
13y_
an4ral-Or product Central
E�ER!Xt
E�ERIOR
79
65
55
1 LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS, TYPE GTA
1" LAMINATED I.G. GLASS, TYPE (38A
GLAZING NOTES:
'ANN' = ANNEALED
'HS' = HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS,
:T' = TEMPERED
PVW =.090' TROSWOP PVB BY KLJRALRAY AMERICA. INC.
I
MAZING
.SW=.090' SENTRYGLASPBYKURARAYAMERICA� INC.
DETAILS
'k
SERIES 770ALUM. SGD - LM IMPACT
:,2.t Rit, � =gc � im,
mo*o-
_W
A.LYNNMILIENRL
7—
aerxa�xa
;�Ts 1 5 - 22 1 PGTO130 J-G
PZXSBM
m,
I
Design Pressure (Dis) and Anchor Quantities Required,
(for all approved Configurations on Sheets 2 & 3)
Fore.. pagorgal ,be., an SOP ec 13V o=Xr at,, as. h.ed 11
Maximium, DP for all sizes;
+60 / .60 Pelf
(May by, 1411(d by TONO VJ
rose applies to Glass Types 3.
M, 5, 5A, 7,7A, 8 & &A and
Door Unit Hidgint
Sir
W
W
or
--------- rj77)a. -BLO
717, DLO
70-7/8"D1.0
6541W DW
me StIle/A.harial -rypas stream
hal.
Anchor Group
AnobaGroup
Anchor Green
An.h. Grace
A
A
B
C
D
A
B
C
I D
A
I B
C
0
--R�SE-
-C4+1
t;f+1
NO
C4-
cI+r
-51-+1
od.1
NO
uf
�1
�1
cs+11�1
�1
co.1
—J.,b
—8
—8-8
8
1 8
a
a
a
-r-
-5
a
-T+-B
.
a
a
OLD
---F�—M.k
6+7
6+7
6�7
5�7
7.8
7+8
7+8
7+8
74
- +-
fS
+13
-a+—i
18-
7
-64+-1
7+8
-9-+-1
7+8
'6+1
7+8 1
Headraill
C4+1
04+1
01-1
C`1�1
(A -I
C4+1
040
C`I+1
M+1
317
TWT
NO
Jamb
a
6
a
8
-7+-e
-�-+B-
-rs-
-T-5-
-i---a
-�+-B-
-�+S
-178-
Mo
Pleagi
-6 F7-
-
6-7
--6+-7
- i507-
_T+_8
-f+S
7`11
-T+-e-
-7--a
-ur+-1
=+I
-971
-67
C4.1
N-1
c,I.1
N+1
N.1
—8
TT.1
—5
UM
—8
(T.1
—6
CTl
—8
csi+1
Ox.1
W
SO,
st"
—i.ft
—a
—a
—a
—8
—6
a
a
a
a
-To-
-To-
-T+O-
-7--8
a
-T+B-
a
-7�+8-
5
a-
DUG
--F.—�k
-7j;7-
--6T7-
-0;7--
=S
7+11
7.8
7-8
1 7-8
75-
-771
-CWT
—
HWISIII
C4+1
-T4-+l
-UT
-�-+Tl
-5i+-1
04+1
NA
C4+I
04+
971-oo-175wl
—8
—8
7&+-1
—a
—8
cs'l
—a
42'
35-
—
jamb
a
a
a
a
8
a
a
8
8
B
a
—
-
-3+8
D1.0
1
6+7
6+7
7
+5
Houghtill
!!P-Mik
g+7
�.2
N67
+2
1 C4+2
C
Be
C 4+2
ff
C4+2
4V
4V
Jam"
1
1
1
a
a
OLD
P OX
.;�?
6T7
j77
�+--7
7+1
1+13
7+13
7+a
1 1+15
1 I+U
I f4d
I I+u
1 f+u
T�g
7 +6
1 7.8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3114' SILL,
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING THE 3-114- SILL, POSITIVE WATER DP Is
60.0 PSF MAX. WHEN USING THE 41 POSITIVE WATER DP is ImB PSI, MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE IA.
3) 4-, 3-1/4- AND 2-112- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-11T SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WIT LITHE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS IOA4 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIM TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS TH E TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
TARI P 1A
Sill H eight to Meryl. (+) DIP
(water infiendlon Rating)
Sill FUser Height
(4) Design
(Flat or BOX, See
Pressure. Pat
great 17)
Flush � i=10
see note 3
Low - 2-VZ
+ 46.117
-WediUMMA-
-60.0
HI - 4�
-60.0
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT �
DOOR UNIT HEIGHT � 10,125!'
PANEL HEIGHT =
DOOR UNIT HEIGHT . 1B66"
OH LENGTH
0 OH RATIO � I
OH RATIO = OH LENGTH
OH HEIGHT
Impeded
P-hook
Wckstile@Jamb
Stra;Chtmtragal
Assembly
bo�lofilg @
StralghtAstragal
go- Adragal
Assarribly
lnckstg� @
9WASM961
-�Fea,-dutySrge
135'Astragal
AnembIv
Ldutile @
1IS-Astnagal
-Tt�ndap:ISCIII
Randard Stile
7tandard Stile
Smn&rdSge
Standard Stile
Heavy-dutyStile
eay�,dtaStlle
Heaw-dayStile
01jr
IFE00
St.nd.rd&trapl
Outside Omer
;i5�if
qlrr;f
ouBlde
Comer
M-7Dv
Insid 054
Cospor
Inside
in
-err
he
4
O� !!its !q�-
plill. L.1-
Ins 12,
'gA
Corner
Pan H60 KI
Part #60
Part #W
Part N50 (Stile)
P.ft96MStnig.I)
Part 960
POICII.I(comer
'Onfflil(Stlle)
PatU#31 
(Corn. & Fxd Mount)
Pon 061
I
PRODUCT REVISED
as complying with the Florida
Building Code
NQA-N.. 17-0420.12
E.Plratl.. Data 0211712020
No. 5,0,
Lj onn7a I -
A. KE
paugge 301"No I NMI' 1 �2�2 130 C 1
Design Pressure (DP)md Anchor Quantities Required, (for all approved configurations on Sheets 2 &3)
Fer ..., tubragrl ..Ka.,e on Or or Us' career rose, son cheat 11
Maximum OP for all sizes: 4601-60
(May W Meted by Tale ZA)
Beef run
level
Table applies to Gon T,"s 4. 4A,
By
1.
in-
low
I
B. W 7. 7A. 6 & OA and son
00-7/0-
0�
73-71
31.0
1
Dl�
8
0
9 -
97-71
- �O
169718
�UO
slodlanti,a] linge. rohourr
Aodu,Gnump
Archer
Grerp
ahor
Giants
I notion
Creep
I Annear
Group
Anchor
Group
oh.'Gror,
r Card
A
9
C
I D
A
1 9
1 C
D
A
a
a
0
B
0
a
0
0
A
C
0
A
3
limelf,541
C4.1
C4.I
C`1.1
C`1.1
04�1
-+ I
C4.1
04.1
C`1.IICA+I
C4.1
N.1
CIO
+
+ I
N4'
2V
Ir
jamb
8
a
a
8
8
a
0
0
B
B
a
a
8
1 a
8
8
a
10
10
10
Is
10
10
10
to
10
'a
Is
10
Is
10
10
10
10
to
10
10
1..
me
P-ho.ir
-�--7-
IFT
6TT
-W7
-T-5
-7--S
-747B-
7*
7.a
7.0
7*1
'+ B
7+13
7.8
1"
7.8
Tis
.8
T. T
-76r-oo
s. 0
++ 'I
e
as
-iTg-
w
�9
od;
at'"'
s+9
�io
g"o
gor,
leut
100
a,iD
o+lo
orrio
rr.io
raw
HoulAsm
(T+-1
ZT71
U.-I
51.1
Mi
cd.1
ca+1
cal.1
ca.1
_"
C4,1
C,I.I
C,1.1
C4.11C1.1
C4.1
C40
C,1.1
C,1+1
ot
NO
I
cal+1
N.1
ca.1
c,;'I
c,r.1
C,1+1
C4.1
COI
1>1.1
04.1
04-1
01+1
C4.1
jamb
o
6
8
8
8
a
a
a
B
a
a
8
5
a
a
a
a
10
I.
10
I.
10
10
13
10
I.
Is
10
10
-
is
I.
-To-
10
10
10
10
to
10
DEC)
PAtm,k
0+7
8+7
�7
6+7
7+8
7+8
7+5
7+8
J'a
'+g
T+0
7t5
71
T+5
7+U
7+6
7+0
7.6
7+8
8+9
a+.
+a
8+9
�s
oRe
8.9
-a
0+9
8'g
G+ ITO
-97-10
n+'o
7�;l 0-
9,10
9.10
�10
0+10
9+10
Headsil
ZT.-I
5;1
ZT+-,
M.
Bi.-T
EUT
-&-T
Ba"
'I
_+I
C4.1
C4.1
N.1
C'S.1
C4.1
r5t.Tc5+1
ct.1
c,t-I
cI.1
'+'
U-1
N�I
C4.1
NO
C4�1
Cl'I
C4+1
#
01.1
01+1
N.1
C4+1
NO
Ctl I
C`1+1
W
June
a
a
-s
s
a
a
8
8
It
a
6
8
5 -
-0-0
-8
-0
-10
I.
Is
to
I.
t to
is
to
I.
to
is
to
I.
to
to
Is
to
10
f
to
is
I
W
vqme-
77
-C+?-
-ry-
777
7+s
77--B
7-8
,a
.8
7-8
..
7+8
7.B
7.8
7+8
7-8
1-8
7+8
7.5
B+9
no
8"
8+9
a+9
�B
ors
8-9
a+.
8+9
But)
9+10
9+10
9-10
9-10
9+10
9+10
900
9+10
H.dlsul
C40
Cal.1
C4+1
CA.I.C4+1
Qu.,
C4+I
� III
.I
Col.1
C4. 11
�+I
CWI-I
01.1
C'I.1
C4+I
C'1.1
CAII
COI
'
C`1+1
"+'
C4+1
CA.I
CAO
C'S.1
CIO
I
N.'
N.1
CA'I
.1
CS+
C5+1
()III
COI
4r
3F
jamb
a
e
5
a
a
8
5
a
a
a
8
8
a
8
a
8
to
to
10
I.
10
I Is
10
10
10
10
10
I.
10
Is
10
10
12
10
10
10
o,
P�ha.k
5*7
0+7
6+7
W
7#5
7+8
7+0
7*a
748
7+8
7,8
74a
7+8
7+5
7+8
7+8
�
8,11
"
lus
are
But
a
8+9
9+10
9�10
'a
o".
9*10
9�11)
9+1U
WO
9+101
9�10
�ID
-6+-2
C4+2
�2
U-2
C4-2
C�1.2
N.2
04.2
2
CI+2
N+2
C4+2
C,1,2PC,1421�2
CO2
0442
N+2
C>1421C,1.2
CS-2
2
co-�
�2
�2
�2
�2
C5.21co+
4V
41
J.b
a
8
5
a
U
8
8
a
8
a
1 8
8
10
1 8
1 8
1 8
, 10
. to
I to
--rlo
I to
I 0:
to
1.
12
1.
1 a
1
2
1.
10
10
DL0
P�rae
6*7
847
7-0
7-8
-76
7 -8
7-8
+8
+8
+
-
-
+
7 4'
d+g
"'s
1
1 re. 1
B+g
1
9+ a
B+l.
In
g+l.
..In
9.ur
10
g+'o
to
9`10
9+10
g+o
67
47-W
DILO
Ha.1.B
.2
+2
t6+7&l
.2
-
�'rr
.
oa�
Ca+2
�'2
N' .2
=.2
C,1.2
0412.01.2
04.1
.2
C4+2
CF!.2
Not available in these sizes
jamb
A
a
8
a
-
B
-
0
-
a
-
a
-
U
a
0
a
10
8
a
B
0
P-bank
6-7
6+7
0-7
&7
7.8
7-8
7+8
--
T.8
7.5
7+6
7+8
718,
7+8
7+8
7.8
a
T.8
Sir
Sy
mo
Haud?3111
CA.2
CW1.2
�2
ii
ZV2
ZiZ
UFi
N+2
C,142
"12
C,1+2
�QIC4+21C4+2
�?
C,1�
I_
CoII,y
le"
a
a
8
a
a
a
a
a
to
a
a
I a
1 1.
a
a
Ir
P,frook
6*7
6+7
6�7
our
7+0
715
7+0
7.5
1.,
T'n
7.51
7+3
1 1+3
7+Z
1,rb
7+B
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-lW SILL.
2) WHEN USING THE 2-1/2' SILL. POSITIVE WATER DP IS 46.67 PS F Mm. WHEN USING THE 3-1W SILL,
POSITIVE WATER OF IS 60.0 PSF MAX, WHEN USING THE 4"SILL, POSITIVE WATER DP IS 60,0 PSF MAX
(NEGATIVE PRIES. UNCHANGED). SEE TA13LE 2A.
3) 4',3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-lo
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THI, CURREN r FBC (SEE ADJACENT DIAGRAM); THIS CCN DITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORVrG E SPACING, EDGE DISTANCE AND EMBEDMEN r INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
..' C 1,1.
Sill HeIghtto Max. (+) DP
(Water Tillordlon RatIns)
SEE NOTES 1.3
CH LENGTH
ON RATIO � I
OH RATIO = OH LENGTH
6H -HEGHT
Interlock
P-h..k
I-colatile@Jinsil,
striflianAuragal
Ansembly
Incotile @
strafght�girpf
90-Astragal
Alterably
Lclante 9
go'nstsor'.1
135-Astragal
Asuarbly
LooloUl. P
135' Aftergal
Heavy -dui
Heavy-duty5tile
Hearry-dultYSIlle
Heavy-duty5tile
Heavy-duty Stile
Heavy-duty5tile
Herny-dury Stile
Heavy-dutyStile
Hearry-duly5tile
StrundandAstralial
OutoldeCars.,
lnSIdcCM1
outodde
Center
ImId-.
Corner
OT±dd!
Comer
prut 961 (x2)
part#61
I
Pali
I
P" 11 a,
I P a �."161 1� 111 r. a I I
Part461
I
paut #61 (Stile)
Part#118(Com
I Rocol'ar) or
1 1: 41,111.9
pan 461 (Stile)
parts B31 & 632
(Corn. & Fail Mount)
Pari
I
m%T1JC&RXN5
SGD - Lm
-277
ULOWIUTH=
NOM. PANEL WIDTH - r
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125�
PANEL HEIGHT -
DOOR UNIT HEIGHT - 1.866�
PRODUCT REVISED
.a onnuilli., uith the Fl-ift
Building Code
NDA-No. 17-0420.12
Exidnation Ionic 02117/2020
III .� NB58705
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
Foriacrownsfireg.l.ishor.go.nSes eirl3a- t0mal unit., .. sheed 11
M a xiniume.D.P shown be low
y be a by Table
War U I Height
Table applies to Glass Types 4. 4A,
aw
84-
0q,
1 102.
ics.
S. sA, r7A. 6 & M and the
it
W/8' 310
79�770' DUO 05-718' DLO
91-Iff DILO
57-7/6- 01.0
StUdAev,gial types assan balm.
Anth"umulp
Aril"Oltf.ap
� W ArtmagOrOu
Amnar r Anzino 0
Anth., Grgao
Ant raw
a D
A a 0 0
A B C A B C D
A B 0 D
A 5 C D
Penstum
-L .A92.
M,
6
+1.02. ps
. . Ps
ir
H.Owsul
2L+I Rot lci7l�mv ! c*Hi I c4+'
m 04+1101.11 V+i 1 1 + c4+1
COI 04+1 001 04+1
Gist 01+1 04+1 C4+1
2r
DUO
Jorb
I
6
1 B
I a
I a
I a
8
1 B
I a
a
1
a
r17.1
6
1 ZZI'
B
1 TO'
1
10
to 10
10
10
10
10
P-hool,
6+7
1 6+7
1 6+7
1 B+7
1 7+8
1 7+S
1 Y+o
I +a
I Y+u
I [+*
I i+B
+
7+1
740
8+9
849 0+9
as
Dessimpffle.um
+�gg
41�.6,f
-1-75.0
PSf
23s
He
+11
�+l
I .
MIP"t
+
104+11
GO
C4+1
IC41
I COI
I C4+1
DU5
J:diSIII
Mo
8
6
1 8
1 8
1
10
10
10
10
109
10
to
10
10
4l
P-000K
I B+y
I 6+T
1 6+7
1 ,7
1 7+U
! I j+B
1 1+0
1 r,
I r+0
I Ito
I Its
1 7+0
1 118
1 f+5
1 7*6
1 �
8+9
8+9
8+9
8+9
K-
U+5
I u
I
Baskin Poseeme
W-42.8
Pat
zr
III
�+l
ca�fl
ca+i
ca+1
1 c,l.1
"+1!
C01
I a
04+1101+11
C4.1
104+1
C54i I Ca+1
I C4.i
I C401
05�1
105+11 c*1 104+1
M1
C541
C01
C4+1
0.
BUD
1.,
1
1
1
12 1 10
1 8
1 8
1 12
1 Ao
i
10
10
10
10
I F`h�
1 B+7
1 6+7
1 �7
1 e+7
1 7+0
1 1+5
1 7+8
1 743
1 7+8
1 Tea
1 7+8
1 7tU
9 8+9
Beg
M.
a 9
W1+-0. sl;ol
1
9
8+9
849
+A9010
far
+14g2+5 Pat
+�76,
0 is
1.
IPTIname
04+2
1 C4+2
I C4,2
I
L2
1 C
cis± 21M±2
1 R5+21
St
C5+2
+
2
4
+
CAI
C842
C6+2 Ctail
DLO
J"D
10
1
K
j;-g'
I
12
10
a
a
12
10
a
12
10 to
10
12
1 10
10 1 10
i
P-haox
+
_L.1
7+,
1 +.
I +.
I +.
I M
I .+a
I S
849
8+9
L
M2�W
i 8+9
8+9 849
8+9
8+9
1 +B1
a
a+9 BIB
�gg Pressure
I AB0.opsF
Be.
+142.6off
+�75.0
f
41'
Handball
C�2 I C542 I C4+2 104+21 CRZ
CS+2 Ci
M
BUD
10
1 8
1 8
1 12
1 10
1 8
8
1 14
1 12
1 0
11 8
1 14
1 12 1 to
I 10.1_14_[_IU
10
10
ia�.K
I T+B
1 7+8
1 1+5
1 Y+U
I g+V
1 849
1 8+9
1 a+9
1 8+3
1 8+9_1
8+9
8+9
15+10
19+10
�+1049+101
9+10
1 g+10 19+10
1941019+1019+1
0
Belo
%10
NU I t A: W-VU.0 rbr �K U�� I slit. .� , - - -�; "I,- � 11� - , - "',
EXAMP EON SHEET 9
L
NOTES�
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE N' SILL.
OLD WIDTH a
2) WHEN USING THE 2A�2- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE SAM- SILL, POSITIVE WATER
NOM. PANEL WIDTH - 7'
DP 13 60.0 PSF MAX WHEN USING THE 4!'SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
DUO HEIGHT=
3) 4',3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-Ir2 SLILISNOTAND
DOOR UNIT HEIGHT - 10.125-
MUSe ONLY U, USLi)VVIFRE�VA7LRFLSIS-.A,CC IS NOT REQUIREC.NIAX. POSITIVE DESIGN PRESSUIIES SHOWN IN
TA13LE 3 MAYBE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT - 1.866-
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT I N FORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
.. . - . 1- - -. � � - - . 11 g'. -�
.11� �14.lglro 1. . 1. �rlla Ag�Vlsal V nflgTAII A
sheightAstiagal
Lo6sfile
9WAssagal
Loclotile
135- Asbragal
Lockstilegs
Interlock
P-hook
Locksflle@jamb
M�anriblr
StreightAstsai
Assembly
90-Asuagal
Assembly
195- Aamig.1
-P�av�duty Stiles
HeaW-datyStile
Heavy-duty5tiie
Heavy-dutySUIC
HeaW-dptyStIIe
Hgasr-duyStile
Heavy�duty Stile
Heavy-duty5lie
Heaw-dutSfle
Heay,dutyAstragal
ODA"
ourtsideComer
outside
corner
InsFe
'as
Come r
Z1-1';T
mid.
Corner
0.
Ine'41.
Corner
P.ftlltil(e2)
Payt#61
Pan 961
'art 061 (Stile)
P
Part 068 (Adrapl)
Part961150.)
PartI7118(tomer
part#129(out)
PartU1201m
PartlISI(Stile)
Per! #31 & #32
I I
Part #61
Recehor)
(C.m. I Fxd Moamt)
I
Ci OFAMeenvits
9 -22 1 PGT0130
TARI 9 qA'
Sill Helghtto Max. (+) DIP
(water nfillrallon Rating)
Sill Rlser eight
(,) Design
(Fiat or Box, sea
Pelf
Sheet 17)
Flush - 1-lf2'
as. nots 3
- GW - 2-1 /2'
- 413.67
Meolum-3-1/4'
-0.0
W.h --w
+90.0
51th NO I Lbi W
ON LENGTH
ON RATIO Z I
OH RATIO � OHLENGTH
ON HEIGHT
PRODUCT REVISED
as complying with Ihn Florida
Building ..dw
NOA-Na. 17-0420.12
EZ
41 0.5870, -. l
SEE
SPLICE
NOTE
THIS
NOFPAME �10'P-HOOKANCHORAGECOI
JAMB (9) P4400K ANCHORS '
�EQUIRED @ (PERPENDICUI-ARTO GLASS
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
POCKETS AND
SEE POCKET (10� P-HOOK
JAMB MOUNTING
INSTALLATION. ADAPTER
THIS SHEET ANCHORS MIDWAY
&SHEET14 13EIWEENP-1400K
ANCHORS &AT 3"
FROM TOP &
BOTTOM
zq-
2AN H R
( S)
O.C.
'+2 .
L_
*,ANCHORAGE
CENTEREINE
FRANEL 1
24' MAX.
D.C.
4r
ROM
�ANFL
WIDTH
1�1 &
EXTERIOR
SEE
INSTALLATION
DETAILS 'Je & Wd
SHEET 14 & PAW;
DETAILS'J'&'IC.
SHEET19FOR
P-HOOK
14'
h
SEE'C5'CLUSTER
SEE'C5'CLUSTER MAX
UNIT WIDTH
SEE"CYCLUSTER DETAILS,
�DETAILS, SHEET 10
DETAILS. SHEET 10 FOR
REQUIRES'CG' SHEET 10 FOR INTERLOCK
FORASTRAGAL
INTERLOCK
CLUSTER,5EE
24!
MAX. O.C.
48' NON.
DETAILS, SHEE
PANEL WIDTH
x x
x .
--A -
6-�
0
ol
4 PAIRS OF
P
.=FRAME
ANCHORS
ANCHORS 96"
(TOTALS
io
9 UNIT
21'MAX'
ANCHORS)
0 o- P-HOOK HEIGHT
O.C.
PERJAMB
0 ANCHORS
(SEEJAMB
DETAIL
m o= P-HOOK
BELOW)
0.
MOUNTING
0!
ADAPTER
I
ANCHORS
END PANEL
AN�ORAGE
ANCHORS ENDPANEL
ANCHORAGE (SEE
w mIx. WP. SKETCH BELM)
(ME SKETCH BELOW) \_,r AN�RAM ANCHORAGE
MCHORAM ANCHORAGE MCHORAM
2.04'
ErP IMPAN : TRACK, 90' CUTSIDE CORNER - PXXJXXO - EXT. MOUNT POCK
96�E
No P
F46* x 96' NOM. PANELS. ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 1 SHEET 8) 6' SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES� NON-STRUCTURAL
ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACI N G FOR ANCHOR
CEN7ERLIVEOF QUANTITIES SFEGIFIED IN TABLES 1 �. SHEETS 6-8!
INTERLOCK HEAD & SILL; 8. MAX, FROM FRAME CORNERS.
"lE I USE rPFClrZF0 CLUSTER FROM APPROPPLA:iF
M' CLUnTER
DETAILS SHEET 10 TABLES, SHEETS 641 AT EACH INTERLUCK AND
FORINT�RLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED CUAN-ITFY OF ADDITIONAL
'-2"ANCHORAGE INTERMEDIATE ANCI IORS PER PANEL.
ADDITIONAL ANCHORS 24" D.C. MAXIMUM.
AS NEEDED TO ALIGN THE
HEAD OR SILL IFA SPLICE
21'
OCCURS AT THE P-HOOK
MAX
PRODUCT REVISED
ot;
I L
I., fth U'� ri.flu.
B 12
NOA-N.. 17-0420.12
L
.64*
c,
Mi, Da_l� �211712020
WMAX.
_
TERLINE JAMES & P-HOOKS: 6' MAX FROM BOTTOM. 21"MAX. ANCHOR PAIR D.C. (JAMES). 14' MAX. ANCHOR
'ANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6 8. SEE F-12-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMB
REQUIRES /-2"ANCHORAGE SEE 'CS' CLUSTER END PANEL ANCHOR PAIR
-C6' CLUSTER,.SEE CENTERLfAfE CENTERLINE
I �_OF DETAILS, SHEET 10—\ !—OF ANCHORAGE--\
INTERLOCK 'TRAGAL 8.
0 1 FOR AS (2ANCHORS)
A I � . — I W. ASTRAGAL I \__l MAX.
"-2-ANCHORAGE—/ "12�
OFPANEL3 OPPANEL 4
SHEET I I FOR OTHER INTERMEDIATE ANCHORS
�. WAITH �ff
OPPANULS
VCHORAGE SPACING& EXAMPLEPO
=RIES 770 ALUM. SGD - LM IMPACT
ArrS 1� 9 � 22 1� PGTO130
* i N.. S8705
7
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCA
INTERLOCK--J-IF NEEDED INTERLOCK�j CONDITION, USE INTERLOCK-1-IF NEEDED
CENTERLINE I CENTERLINE 4'C6"CLUSTER DETAIL) CENTERLINE 1.75"
'E� UE'
3 5" 7' 7* Vl'
D
2.04
2 D47
4' 4DIAG. �TERIOR
7 3.5"
�RIOR 7, 9XTERIOR 7"
ID 2-TRACK FRAME HEADISILL lu 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL
0 ASTRKAG �LORLNT�jta�CK a ASTRAGAL OR INTERLOCK OD ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER IUSEWHERE 6 CLUSTER
IUSE WHERE 4 GLU�l tK UIRED. 6')
ANCHORS ARE REQUIRED, 'C41 ANCHORS ARE REQUIRED, 'C5') ANCHORS ARE REO Ic
ASTRAGAL OR
I.
)R
�,7 3-TRACK FRAME HEADISILL
ff��
(U�E �mtm' . '�' .�
ANCHORII ARE REQUIRCL,, CA-)
ASTRAGALOR - SPLICE LOCATION
INTERIEOCK-'� IPNEEDED
CFNTERLINE I
EVSRIOR
IG
4-TRACK FRAME HEADISILL
0 ASTRAGAL OR INTERLQCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED. 'C41
4.08
STRAGALOR (FOR SPLICE
INTERLOCK-1 CONDITION. USE
CENTERLINE , *'CO'CLUSTER DETAIL)
2.04"
. r
DIAG.
EMMCR#7'
15
ASTRAGAL OR INTERLOCK.
IUSE WHERE 6 CLUSTER
ANCI IORS ARE RCQUIRI]O, 1,5)
-T
ASTRAOAL OR E
INTERLCCK_j (FOR SPLIr
I CONDITION, USE
CENTrRUNE I *CB' CLUSTER DErAIL)
--� 3.6'
4"DIAG. 2.GW
oa�
M4
4" 6.37� DIAG.
I I . 1 .08,
7'�
4-TRACK FRAME HEADISILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'CV)
�.�AM�MM
ON
1
2.04'
1,04" --
1
L
21"
MAX.
RIOR
D.C.
2.04-
21"
MAX.
Do.
6' MAK
-TRAC
L
FRAMEJAMB
6- MAX.
ANCHORPAIR
ASTRAGAL OR [-SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE 3.y
2.04"
7-
21"
DIAG.
MAX
O.G.
2.041.
T-
-1 3.51, —
3-TRACK FRAMF HEADISIL L
(1A ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCI-r-RS ARr REQIJIrrD. "C61
ASTRAGAL OR (FOR SPLICE
INTERLOCK� CONDITION, DO NOT
CENTERLINE USE THIS DETAIL)
!� Xy IT-
2.04"
4-TRACK
6" DIAS. FRAMEJAMB
EXTERIOR ANCHORPAIR
E�-
0' OAX
L—ft' '
F;T:R�ACK —FRAME JAM'
ANqVCiR PAR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
Vr NEEDED
--1 3.5- 1-
- 1 '--4 3,5- 1-
4-TRACK FRAME HEADISILL
000��
(USE WHERE 6 CLUSTER ANUMUKb ANE REQUIRED. �M`)
WITH & WITHOUT SPLICE CONDITION
SG�no
10 -22
RS MAY BE INSTALLED
IN THE EXT, OR INT.
w. SHOWN)
NOTES:
1 ALL DIMENSIONS SHOWN
XRE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONSIANCHORAGE AT
P-HOOK SEE SHEET 9.
PRODUCT REVISED
...'I I., .1th
NOA-NO. 17-0420.12
m
No
""' ZONA'L
11, .... III0
AAYWMI[lER.P.E.
2.04- 1�10R 2.04' 2 --I-ANCHOR
7
4- DLAG. ff r4. .0LA-G'.
a g43 S.
INN11IR ER I .
y 3. 4*4wDIAG
K.TERK)FT 1XIT(2RIOR
--l\ 'X\ 8.94'
0.12" 6.12- 3.5. 3 5_
�RER'.R
�OW 3. �XRFRIE
EXTERIOR XTEIRIOR ;E& 'DIAG. 4' DIAS
I J --4 3.5- '-I-�> 4'
2.w EXTERIOR
SO- CQR�IER
2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, 'M
4
INTERIOR \
4.08-
[.1:74 3:6' 4'
7
1 j
2.04-
--4 3.6-
EXTERIOR 4- \'�'
2.04J 1
[-Z47-
:,"94'
2.04� EXTERIOR
IXTE.17e
GO- CORNER
13S'CORNER
136- CORNER
2-TRACK FRAME HEADISILL
2-TRACK FRAME HEADISILL
2-TRACK FRAME HEADISIL
(USE WHERE 5 OR 6 CLUSTER
(USE WHERE 4 CLUSTER
(USE WHERE 5 OR 6 CLUST
ANCHORS ARE REQUIRED, 'CT)
ANCHORS ARE REQUIRED, 'ND
ANCHORS ARE REQUIRED.
MRIOR
-L - '-l"ANCHOR
3.5� f INTERIOR 7.
� 7- 1
4.08"
g�j�-- I �> 4' 1 ' r.�:74'3 5.
R EXTERIOF 4"
90* CORNER ISGCORNER
3-TRACK FRAME HEADISILL 3-TRACK FRAME HFAUJSILL
('0' ANCHOR CLUSTER REQUIRED [�W ANCHOR CLUSTER REQUIT
AT ALL.�T.WCK CORNPRS) AT ALI. 3-YRACK CORNERS)
NTI5tIOk-,-j 612* INTERIOR
204'
J4 EXTERIOR INTERIOR 5.88"
3 5. 13V
4-
So 1] f
L
2.04- -J I [ -:� 3.6- 4-
4- DLAG. 3.5' 1� \-
EXTERIOR __ 7-
EX'IISRIOR 4'
90'CORNER
135- CORNER
4-TRACK FRAME HEADISILL
4-TRACK FRAME HEAD/SIU-
(-PT ANCHOR CLUSTER REQUIRED
(96: ANCHOR CLUSTER REQUIR
AT ALL 4-TRACK CORNERS)
ATALL4-TRACKCCRNFRS)
NOTES:
1. ALL DIMENSIONS 3 HOWN ARE BASED ON MINIMUM
ALLOWED
2. DETAILS DEPICTANCHOR QUANTITY AND SPACING, AND W06LD BE
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
7
mr�m
�CEAFFERLINE
i-OFPAN5L
INTERIOR ON '+2' ANCHO
EXTERIOR ALL
VIEWS
TAG,
2.0�
i.1 2' CENTERLINE
'+3'ANCHOR ��CF PANEL
L
4.08-T
EXTERIOR
CENTERLINE
2.04' �LOFPAKEL
4-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
S� NTS I It - 22 Tj PCITO130
'-2'ANCHOR
i -
2.�4�
10 A. DIAG.
3
CENTERLINE
-OFPANEL
'+3' ANCHOR
2. 4'DIAG.
p -
7-M
�CENTERLINE
-OFPANEL
AE HFADISILL
INTERMEDIATE ANCHOR LAYOUT
PNODUC
NOA-N�. 17-0420.12
E.,IWI.. D.t.0211712020
INSTALLATION DETAILS
EDGE DISTANCE:
SEETABLE A, SHEET 1
ENTER] 1/4"
MAX.
SHIM
EE TABLE A. LA
SHEET 1
2XWOOD OODANCHORTYR.
TYP.,SEEANCHOR SEEANCHORNOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
2-TRACK FRAME HEAD
WOOD INSTALLATION
WOOL) ANCHOR TYP.. 2X WOOD
SEEANCHORNOTES P SEEANCHOR
&TABLE A. SHEET I N6iE 3, SHEET I
SEE ANCHOR
NOTE 6 SHEET
EXTERIOR I
2_111
EDGE" =11STAMCIE:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A, SHEET 1 -
2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT. SEE
TABLE A, SHEET 1
2X WOOD
EDGE DISTANCE:
TYP., SEE ANCHOR
SEETABLEA,
NOTE3,SHEETI
SHEET1
2-1/10"
&TABLEA.SHEETI
EXTERIOR
,�, 114- MAX. SHIM
2-TRACK FRAME JAMB
WOOD INSTALLATION
EMBEDMENT. SEE TABLE A, SHEET i
'STANCE
..... . .......
EDGE DISTANCE
G�
SEE TABLE A, SHEET I
I
MAX
EXTSMOR SHIM
2X WOOD WOOD ANCHOR TYP.
S C
TYP., SEE ANCHOR SEE ANCHC R NOTES
NOTE 3. SHEET 1 & TABLE A, SHEET 1
%3-TRACK FRAME HEAD
WOOD INSTALLATION
EMBEDMENT: SEE TABLE A. SHEET I
EDGE DISTANCE:
SEE TABLE A, SHEET I
1 2-1/161*
METAL TYP.,
SMS ANCHOR TYP.,
SEE ANCHOR
SEEANCHORNOTES
NOTE 4, SHEET 1
&TABLEA,SHEETI
4-TRACK FRAME HEAD
METAL INSTALLATION
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
114� 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL ORWOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A.
SHEET 1.
WOODANCHORTYP., 2X WOOD EMS ANCHOR TYP., METAL TYP.,
SEE ANCHOR NOTES —7 TYP., SEE ANCHOR SEEANCHORNOTES SEEANCHOR
SEE & TABLE A. SHEET 1 / NOTE 3. SHEET 1 SEE & TABLE A. SHEET i 7NOTE4, SHEET I
ANCHOR
NOTE 5.
(114- MAK) -e_
EXTERIOR I L
<�3 2-111611-
ANCHOR
i � I NOTIES.
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT�. SEE TABLE A, SHEET I
3-TRACK FRAME SILL
WOOD INSTALLATION
TABLE A, SH
EDGE DISTANCE�
SEE TABLE A,
2X WOOD
SHEET I
TYR, BE
NOTE
2-1116"
WOODANCHORTYP
SEE ANCHOR NOTE9
TABLE A, SHEET I
EMRQR
T— 114- MAX. SHIM
� WAM �6
(114"'"' Tr
'MAX'
9 .1 Rl.Fk
71— 1
2-1116-
S4-TRACK FRAME SILL
IACTATHSTALLATION
EMBEDMENT: SEE -17
Abl,� A Sl 11 1-1 1
METAL TYP..
SEEANCHOR
NOTE 4. SHEET 1
SMSANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET I
EXTERIOR
114"MAX, SHIM
4-TRACK
hLETAL Ik
INCHOINAGEDETAILS
I
ERIES 770 ALUM. SGD-
T ---- F—
I NTS 1 12 - 22
EDGE DISTANCE:
SEE TABLE A.
SHEET 1
2-1116"'
* DIAGONAL O.C. IS
MIN 4- (HEAD & SILL)
ORW(JAMB)SEE
DETAILS. SHEETS 10 &
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EDGE DISTANCE:
SEE TABLE A, SHEET 1
PRODUCT REVISED
�nh th. m,w.,
17-0420.12
THREADS
BEYOND THE
00Y LYNA
METAL
SUBSTRATE
N.. ss7o,
PoTolso
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A. SHEET I
NOTES:
EDGE DISTANCE� SEE
�-i E T
EDGE DISTANCE:
G �E DI STANCE
EDGE DISTANCE:
—F
TA—LL DIMENSIONS
CONCRETE
TABLE A, SHEET 1 CONCRETE
_ E TAB EA-S
SEE TABLE A, SHEET 1 CONCRETE
SEE TABLE A, SHEET I
SEE TABLE A , SHEET 1
SHOWN ARE BASED
PERTABLE
PER TABLE
2-1116" PERTABLE
2_11io.
2 1/16�
ON MIN. ALLOWED,
A, SHEET 1
A, SHEET I
. .. .. All �WPPT I
I
ONAL OG. Is
EXTERI
i,
f
Q
1�3
I I
r f
T
nP A' (JAMS) SEE
EMBEDMENT.
Iw EXTERIOR
114* EXTERIOR
DETAILS. SHEETS
SEE TABLE A.
MAX.
1�3
IT
I a & 11.
SHEET1
SHIM
SHIM
7�:lX TaN��
R R ECURZ �IX ��N ETI
PROPERLY SECURED IX CONCRErEANCHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
�Y
PROPERLY SECUREDD CONCRETE ANCHORTYP..
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEEANCHORNOTES&
WOOD BUCK TYP.. SEE SEE ANCHOR NOTES
&
ANCHOR NOTE 3. SHEET I TABLEA.SHEErl ANCHOR NOTE 3, SHEET 1 TABLEA.SHEET1
ANCHOR NOTE 3, SHEET I TABLE A, SHEEr i
FRAME HEAD S-TRACK FRAME HEAD
4-TRACK FRAME HEAL)
W2-TRACK
CONCRETE INSTALLATION CONCRETE INSTALLATION
6 CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEEANCHORNOTES&
TABLE A, SHEET 1
SEEANCHOR
NOTE 5, SHEET-1-.Z
1(114'MAX.)
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.. SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET I TABLE A, SHEET I
SEEANCHOR
NOTE 6,
SHEET1
Tm,
EXTEMOR I C�ROR
e�- '�j
lm6. 2
PROPERLY SECURED iX CONCRETEANCHORTYP., PROPERLY SECURED IX
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & -7 WOOD BUCK TYP., SEE
:3, SHEET I TABLEA.SHEETI/ ANCHOR NOTE 3, SHEET I
SEE ANCHOR
NOTE 6..
SHEET 1
(114-MAX
2.1116"
SEETABLE T 1 PERTABLE SEE TABLE A. SHEET - -r ...... EDGE DISTANCE: I
EDGE E: CONCRETE EDGE DISTANC Fj PER TABLE SEE TABLE A SHEET I
EMSEDME A. SHEET I X SI-EETI
EMBEDMENT. SEE TABLE A, SHEET I _j A.SHEETI
EMBEDMENr.SEETABLFA.SHEEri
FRAME SILL
3�TRACK FRAME SILL
L-TRACKFIRA, MESLL
0
(92-TRACK
. CONCRETE INSTALLATION
CONCRETE INSTAUQATICN
CONCRETE INSTALLATION
EMBEDMENT: SEE
I AgLF A. SH-ET I
EMBEDME NT:SEE
TABLE A, SHEET I
EGGE DISTANCE:
rE
EDGE DISTANCE:
PROPERLY SECURED SEE, TABLE A,
EMBEDMENT:SEE
CONCdCMU ANCHOR SEE TABLE A.
SHEET1
1X WOOD BUCK TYP.,
TABLE A, SHEE r 1
TYP., SHEET1
SEEANCHORNOTE3,
EDGE DISTANCE:
PROPERLYSECURED
NOTES&TABLEA,
SHEETI ------ d
lXWOOD SEE TABLE A,
BUCK TYP.,
SHEETI
li-,�
SHEETI
SEEANCHORNOTE3,
- -
CONGJCMU ANCHOR 2-1118"
SHEET 1
f
----
TYP., SEE ANCHOR
CONCJCMUANCHOR 2-1116-
PROPERLYSECURED
NOTES&TABLEA. _E�
TYP., SEE ANCHOR
IXWOODBUCKTYP
SHEETI CONCRETE
NOTES &TABLE A,
SEEANCHORNOTE�, CONCRETE
ORCMU
SHEET 1 CONCRETE
SHEET I --OR CMU
EXTERIOR PER TABLE
I
�RIOR
�--OR CMU
EX7EWOR PERTABLE
76-A. SHEET I
PERTABLE
'5114- MAX, SHIM
A, SHEET I
D.
A,SHEETI
1X'MAX. SHIM
114r- MAY, SHIM
2-TRACK FRAME JAMB
3-TRACK FRAME JAMS
JAMB
CONCRETEICMU INSTALLATION
CONCRETEJCMU INSTALLATION
ftTRACKFRAME
NCRaTEjCMU INSTALLATION
couwmm.
S�no I NTS 1 13 � 22
CONCRETE
PER TABLE
A. SHEET I
PRODUCT REVISED
�. u.
NOA-No. 17-0420.12
I
NO 58705
s C)
WT
",,'O/VAL etl�'
"I,, ..... %0'
&Lmm��P�
INSTALLATION DETAILS
NOTES,
1. ALL DIMENSIONS
SHOWN ARE BASED
REQUIREDATALL
2.693' MIN.
ON MIN, ALLOWED.
INSIDE POCKETS
EDGE
EMBEDMENT. SEE
TO PREVENT
DISTANCE
2. FIGURES ON THIS
WOOD FRAMING TABLE A, SHEET 1
P-HOOK MOUNTING ADAPTER WATER
SHEETAREFOR
ILLUSTRATIVE
WOODANCHORTYR, INFILTRATION
CONCJCMU
SEE A14CHOR NOTES
ANCHOR TYR, SEE PURPOSES ONLY. SEE
EMBEDMENT;
TABLEA. SHEET 1
ANCHOR NOTES &
0,
TAB LE A. SHEET I FOR
SEE TABLE A .
(AL"S'ETYP.
J_ TABLE A. SHEET I
ALLAPPROVED
SHEET I
ILLUSTRATION, SHEET
1-1/4'MIN. EDGE DISTANCE
SUBSTRATES.
I—Evuh
DISTANCE: SEE
�1011
!::il
3. SEE TABES 1.3,
TABLE A. SHEET 1 E BEDMENT:
SHEETS 6-8 FOR
BEBTA.LE
-HOOK MO: UNITING
REQUIRED P-HOOK
SHEETI
ADAP`7ERCONCJCMU
AND P-HOOK
PHOOKWOOD ANCHOR TY P
P-HOOK
. . . . . . .
ANCHOR TYR., SEE
MOUNTING ADAPTER
ANCHOR QUAN7ME&
SEE ANC14OR NOTES
CONCRETE OR
ANCHOR NOTES & TABLE
-TI
ALSO SEE EXAMPLE
& TABLE A, SHEET I
CMU PER TABLE
EMBE MENT' BE A.SHEE
ON SHEET 9.
(ALSO SEE TYP.
'7w
2.69T'MIN. /&, SHEET I
TABL A,SHEET (ALSO SEE TYR
ILLUSTRATION, SHEET 9))
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
FOR USE WITH FLAT SILL RISERS
P-HOOK FOR USE WITH ANY SILL RISER
%PARTS
SP-HOOK
PARTS #18,020,922 OR 924,
#18, 92D, #22 OR #24,
WOOD INSTALLATION
E�RIOR MOUNT SHOWN,
CONCRETEICIMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA, 2A & 3A
MAY ALSO BE INSTALLED IN
(SEE TABLES IA. ZA & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP.,
P-HOOKMOUNTING
SEEANCHOR
P-HOCKMOUNTING CONCRETEOR
EMBEDMENT: SEE ADAPTER CONC./CMU
NOTE 4, SHEET 1; EMBEDMENT. SEE ADAPTER SMS CMU PER TABLE
_\ TABLE A, SHEET I ANC14OR TYP., SEE
T_
TABLE A, SHEET 1 ANCHORTYP,,SEE
MIN. OF 3 TH —
R2DS
BEYOND rHE METAL
ANCHOR NOTES
- ANCHOR NOTES &TABLE
A SHEET1
SUBSI"TE
& T ABLF A, SHEF, I EMBEDNILNI:
(XLSO SEE TYP.
PRODUCT REVISED
(ALSO SEE Tyl'.
SEE TABLE A,
S
ILLU TRAT1ON,SHEET9)
as complying with the Florida
EMBEDMENT:
ILLUSTRATION,
SHEET 9) SHEET1
- Zell
Building Code
17-0420.12
S BE TABLE A,-
DISIANCE: SEE
r
r�jzimtfinn Date 02/1712020
SHEET 1
_11'. MIN, EDGE DISTANCE
By
30
numen-
P-HOOK SMS ANCHOR TYF&?Rn3U=1
�9 P41OOK CONCJCMU CGERNOR
I
SEE ANCHOR NOTES
DE
ANCHORTYP.,SEE*
&TABLEA.SHEETI-/
ANCHOR NOTES &TABLE =fi-.j '5
(ALSO SEE TYP.
2 693"MIN.
A,SIIEETI 2.693'MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO qFP TYP EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
#19, #23 OR #25,
P�HOOK FOR USE WITH BOX 81 LL RISERS
PARTS #19. #21, #23 OR #25,
ONY LYNIV I,,
"0 . ......... 41
PARTS #21,
EXTERIOR
EXTERIOR
METAL INSTALLATION
CONCRETE INSTALLATION
(SEE TABLES IA. 2A & 3A
MOUNT
(SEE TABLES IA, 2A & 3A MOUNT
0.5870,
FOR WATER RATINGS)
ONLY
FOR WATER RATINGS) ONLY
jum, y W
Tr_
CHOI GEDETAILS
4A�RA'
..
_SE
....
P ALUM SGD - LM IMPACT
JES
Z-� —7 ;:C"' NO
�770
_w
LYNtl MILLER. P4,
ad �
1
1. ...
I .. I Al I 1� 22 1�
PGTO130 C
Red 50AM
CONFIG. EXAMPLES
MAX
UNIT
WIDTH
MAX UNII
MAX. UNIT WIDTH
HEADER DETAIL X,
MAX
NOM. PANEL WIDTH
SHEET 18; INSTALLATION
DLO_
TYP. PER TABLES 1-3
DETAILS'AW &Ae,
WIDTH
IN IMCR
INTIERIOR
SHEETS 12 & 13
NOTES:
XT-Fb-a
EXTEMOR
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
0
go*
APPLICABLE. SEE DRIANCHOR
PANEL
PANEL
TYPE
PANEL
TYPE
PANEL
0 T
CORNER DETAIL ' W.2,
TABLES, SHEETS 6-8 FOR MAX,
TYPE
IQS.
'AS'
TYPE
-0
It 19 3, CORN R
SHEET RNE
S'
PANEL HEIGHT AND WIDTH. SEE
K
C 6
ANCHOPJAGE HEE
HO E SHEETE 1
1 C 9
SHEETS 1S& 19 FORSECTION
NOM.
Mm UNIT
TTAIL
DETAILS AND SHEETS 12A4 FOR
INSTALLATION DETAILS.
MAX.
PANEL
PANEL
MAX HEIGHT
LO PER
T I
INTER OCK D _ L
ER�OCK DE.
M., SHE E
M E T
S EE 9
H E T 1 9
1
2) (1) LOCK (ITEMS 75 & 107-110) AT
HEIGHT
11 _
SEE
WIDTH TYP.
PER
HEIGHT TABLES
,
EXTERIOR NTE..R
XTERIOR INTEMOR
L
EACH LOCKSTILE, LOCKING INTO
NOTE 2
TABLES 1-3
KEEPER (ITEM 103) AT FRAMc 4�0
OR ASTRAGAL.
3) PLEASE SEE APPLICABLE
LL�W—
SHEET
JAMB DETAIL'03� SHEET
T ILS
8; INSTALLATION DETAILS
ASTRAGAL & INTERLOCK
x
& 'Ge, SHEETS 12 & 13
COMBINATIONS PER DPIANCHoR
,
TABLES.
DLO WIDTH = NOM. PANEL WIDTH - 7"
SILL DETAIL'U. SHEET 18;
So-
DLO HEIGHT - DOOR U NIT HEIGHT - 10. 125"
INSTALLATION DETAILS
EXAMPLE:
90'
INSIDE CORNER,
4 PANELS
- XX/XX
PANEL HEIGHT m DOOR UNIT HEIGHT. 1.866'
UV &'Do, SHEETS 12 & 13
—RILIMNE
—HOT-MELTBUTL
4I0X1-V2`
PHSMS
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
Part#
Description
Material
124
KornuTorftng4SG7PSSPRCefSyst0M
126
Quanex Super Spaear nXr with Hot Malt Butyl
See this
Sheet for
126
Quan" Dufascal Spacer
Materials
127
Cardinal >L Edge Spacer
9
OM. FOAM
WITH
DESI(XANT
UXT GLA�l
PRODUCT REVISED
— ...'IyT., �.ffi Ilh� F1.0d.
ASS NT.GLASS 0.61di., C.d.
MCA-N.. 17-0420.12
Ei) KODISPAC;E 4SO I PS (jD SUPER SPAGERONXT T'l
By
.AWMINUM MI= Produmt Contral
REINFOROEMENT pr,�IS� DESICC,VITFILLAR�
BUTYLENE— NOM,
5111)"NOM. S:L
L & HE S�L
BmL&
=SlcCALNT ROUL�N
ROM STAINLESS STEEL
E)(T.Gl.AS8—
SDURASEALOSPACER @ XL EDGE To SPACER
N..58705
flOALUM. %i(JU-I.M1111�A(Li
�JRR�5117 1�c I vu� ""' '.AASIRE
'1�11 -7 _7
L
I —Mr I —IWW4 I —If ii.."! I NTS 1 5 1 22 PG f3D RE'
CONFIG. EXAMPLES !NTERLOCK D
, M. SHEET 19
fIXED jAms oETAIL'02%
SHEET 18; INSTALLATION
DETAILS'Gv/ &Go',
SHEETS 12 & 13
ASTRAGAL HEADER DETAIL IN, SHEET
DETAdLS'Ll'& 10; INSTALLATION DETAILS
L2, SHEET 19 'Av/ & 'Ac', SHEETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
W
ILI
'D'
W
MA
NON.
PANEL
LIN
HEIC
WIDTH TYP.
PE
MAX.
PER
SEE
TAB[
BUD
TABLES 1-3
—NOTE 2�
HEIGHT
SHEET 1
LLE
Fx
"0
x
x
JAMB DETAIL'G3, SHEET 18;
ON DETAILS GW & GG', SHEETS 12 & 13
HEADER DETAIL 'A, SHEET 18;
�INSTALLATION DETAILS 'AW &'Ad,
SHEETS 12 & 13
go -
MAX.
DLO
]PANEL
PANEL
PANEL
PANEL
ITYPE
TYPE
TYPE
TYPE
W
CEil
'K'
MAX
T
UNIT
HT
SILLDETAIL
NOM.
HEIGHT
I
D'. SHEET
PANEL
SEE
PER
ES
18;
MM.11—
WIDTHTYP.
TABLES
INSTALL
OLD
PER
NOTE 2,
DETAILS
HEIGHT
TABLES 1.3
SHEET 15
D1. aVd,
SHEETS12
N, .11 j (k, & 13 X x
3EE FRAME & � MAX. UNIT WIDTH — J \
PANEL CORNER SILL BET %IL'D', SHEE718, MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SH EET 15 (2-TRACK) &'De, SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER -X)(IXX(2-TRACK)
JAMB DETAIL 11% SHEET 18;
ASTRAGAL DETAILS'Ll'& INTERLOCK DETAIL'M'. SHEET 19 INSTALLATION DETAILS �IW &
L2 SHEET 19' 1 'Id SHEETS 12 & 13
INTERLOCK DETAIL M SHEET 19 HEADER DETAIL'C', SHEET
HEADER DETAIL 18; INSTALLATION DETAILS
Il HOC !'SHEEF W, SHEET 18; Cw'& Od, SHEETS 12 & 13
JAMB DETAIL'H2', SHEEI 1K DETILV I �11H�E I (I
13 11�81,11"I 4TI(1,11 DI I 111L�, I V� INBTAULATIONI UBIAILS "I, INSTALLATION JAMB DE rAft 12% SHEET 18; INSTALLATION
I & iLiz I , I, & IL SHEET 14 . DF I All , RW A Or', �'Iw &1d, �;H�E IS 12 & 13 PRODUCT REVISED
SHEETS12&13 ,l
,,�n.p=
*1
1 NOA-N- 17-0420.12
. ExpFralloli 0,ItlI 02117/2020
JAMB DETAIL '33% SHEET
18; INSTALLATION DETAILS
W &Gd, SHEETS 12 & 13
INTERLOCK DETAIL
'M',SHEET19
90'OUTSIDE CORNER
DETAIL 'Nl� SHEET 19 &
MA34
HE
F
TA
MAX. UNI I WIDId
_71
'
E
N L
PANEL
PANEL
PANEL
F
T r E
TYPE
TYPE
TYPE
R
V
Im.
IF'
1A
UNIT
NOM.
GHT
ER
PANEL
WIDTHTYR
A
PER
ILES
SEE
-3
OLD
NOTE2r
TABLES I-Z
SHEETis
LHEIGHT
LLoJ
LZL=j
I A
EXAMPLE:
OXXXp
-------
La -I �C;Pl ml�n I 'EW & Ee. SHEETZ t2 . & 13
ClDlT. GFAM i2ll2XI
MAX, UNII WiDIH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
IF'
P.
P.
MA
NOM.
UN
PANEL
/7/
HEIC
WIDTHTYP
PE
SEE
MAX.
PER
TABI
—NOTE 2
VLO
TABLES 1-3
I�
SHEET 15
HEIGHT
u x i
A
x ---
0 Aj
C
T
HT
I
ES
EXAMPLE: XXXO SILL DETAIL'P. SHEET 18',
(4-TRACK, BY-PASS) INSTALLATION DETAILS
FW & *Ed, SHEETS 12 & 13
�"o I NTS 1 16 d 22 1 pGrolso
�EX7.RIQR NOM PANEL
Wj�+fl 7YP.
PERTABLES
UNIT WIDTH
No.58705
Tl�
P.C.
W/14ANDLE
IS
DF
21�o,,,Uoo 0�,Io 02117r-102n
By
w/Mwi.A ."a
M12�7 PMduct ContmI
XT MMER I
a0RECEIVER
S" 'SER AT'
_I t2�'
Ail �H
$ILL RISER, FLAT @SU RISER, FLAT
LOW, 2-112� MEDIUM, 3-1/4'
(BSILL RISER, FLAT
HIGH, 4'
�T 2 RNER
1MREC R
at
VT VS
VF
EXMRIOR
769.
.70'
rXTERIOIR r �111011
.750-
EXTERn" car
<3 4 -
:NT C�R
�� P-EIVE
WT WS
WF
082-
90V 4.056-
r
WIMMLE
12" 2155
of,""
BOX
SILLPISER.004.
SFLVS".
SILL RISER BOX X
21 =
G
SILL RISER,
N-. 58705 %
1-1J2"
_(;�V 2-�
12.
,
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS
0
F 070 OGY
,.=,W 276
PANEL TYPES
AZ
F�S-r
"/?"61VAL
g NO �ZS THIS SHE�.
SERIES 77OALUM. SGD - LM 11V
I, lit
WS 1 17 122
PG70130 c
U
LMN M LIAR. PA.
P.ElIM05
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
2-7RACK JAMB
CO-PITC-5
WIRETAINER0106
(SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
5
23
k:;/ (211 a
2-TRAC AM
(SHOWN
WITH
OPERABLE
PANEL)
r is
u
112
2-TRACK JAMB
51 m
;q_
W1 3CR N
53
FLEVERIOR
SIIEET15 1121
EXTERIOR
SHO044' 'VI ' H ()�T- 2-1 RA CKWISCRFFN
OPT (,A)FRAMF
,,KAD
rRACK
EVER
1�3
W2-TRACKWISCREEN
RAMESILL
- ITEM 61 SHOWN. ITEM ED ALSO APPLICABLE, SEE TABLES
1�3, SHEETS " FOR OF (PSF) ASSOCIATED WITH STILE.
e1434HACK
R 7 MAIM E kLAD
(3-TRACK
SFRAMESILL
108
OR 61 ...
16
60
SEEDETAILCH
FOR FIXED
80 PANELCUP OCI( P
75 & 10PIT
SEE DETAIL r 2
103 FOR FIXED 61
PANEL CLIP 103
5
16
Eo OR m
EXTERIOR 9,CEWERIOR1
,DR—RCR MEMOR
3-TRACKJAMS 3-TRACKJAMS 4-T�CK kMB 4-TRACK JAMB
@(SHOWN WITH (&SHOWN WITH fR
OPERABLE PANEL) FIXED PANEL TO
ME EXTERIOR) THE INTERIOR)
16 Q22 SEE DETAIL ON SHEET 15
EXTERIOR L
NK& UNIT
tQL
�jl PRANE HEAD HEIGHT PER
1ABLES 1-3
EXTERIOR
_n M
<b
e SILL
PRODUC f REVISED
- I -
WaZO&I 1H, 1�-
d.
NOA-N.. 17�0420.12
C-Iir�lm- -at,'92,1712020
1�-PGT0129 I-
I A. LYNN MUER RE,
MTS1.78 .,22 REAW05
ASSEMBLY DETAILS
(SEE SHEETS 12�14 FOR FOR INSTALLATION DETAILS)
r,
If
aq STANDARDhGTRAGAL#67
VeITI I STANDAIi!) STILES 960
E(TERIOR BOX ASTRAGAL SHOWN
(LTOX-OUI) MAY ALSO HE I%S FALLEED
TOWARDS INTERIOR (BOX -IN)
m -1
EXTERIOR
9 HEAVY-DUTY ASTRAGAL 968.
-r XI-fH HFAVY-DUTY STU ES iffil
EXTERIOR BOX ASTRAGAL SHOWN
�LCX-OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX4N)
90,
0 90' INSIDE CORNER
2-TRA.0 K S H OWN-
IKER4R
WINTERLOCK
-ITEM #61 (HEAVY-DUTY
STILE) SHOWN, ITEM#60
,1ANDARD S TILE) ALSO
APPLICABLE. SEE TABLES
1-3. SHEETS " FOR DIP
IPSF)ASSOCLATEOWTTH
STILES.
1111%la
1
EVE!
INTERIOR
e20_�OUTSIDIECCRNER
. 2-TRACKSHOWN
J� MERIOR
8.562-
0.080,
1.2 W 1.506'
"7-M-i
0.08111, 024RACK HEAD 4-TRACK BILL
(6063�T8 ALI (6003�TO AL)
1.211"
VF77-m--i
2-TRACK HEAD Wl SCREEN TRACK
(6063-T6 AL)
6.520, —
0.080,
(D �TRAGKSILL
(606346 AL)
0.080,
Lst—Ji
rn T
I—IFIA, K HEAG WSU'L�h �RACK
(bob3-1 � AL) �WUS TO AL)
P.142- 4 49
I lol
4-TRACK HEAD (�)�LTRAql< SILL
(8063�16AQ (606346 AL)
1 514.
0060.
E
k,��ADDON
(6063-TOAL) (6053-76AL)
REQUIRES MIN. 410 SMS
OR3fIS"MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24- MAX O.C.
I � 1 �W 1 C I I
1— 00601,
0.7
p i "m
nN
(6063-TO AL)
REQUIRES MIN, #10 SMS
OR3/16'MASONRY
ANCHORS @ 24- MAX. O.C,
CEnT WAM �
�770
1.3W I--
---- i " T-7
---JL 1
U.081
71 09-
AS
(6063-T6AL)
21 � 22
7 1.3u,
1872"
0,062-
9.
0,081-
(606346 AL)
—I I— t045'
IS�WH
0,002,
N
�SCRE
Top FAIL
(D4 TRACK JAMB
(6063�TO AL)
PST0130
I Tr-- 0,875'
F_
0.052"
uSGrEEN
- BOTI Orvi RAIL
(9063 TO A�)
Mir
*.: N.. 58705
� 61) �!ANDAVW
0.718" 0 63" _� 3 802" 2 304V" 0.762- -�j 302"
L L TLT -
6�3 t
0.674' 0.062' 0.796' 1 1-1:
0062, + 0.2 - -J 0.062-
0080 F
r
0062 o.., 40 �075u�' _33
G)SCRFRAME SILL P-HOOK 26 aP-HOOK MOUNTING P-HOOK SCREW R BOX
EW COVER G)TWCK a SADAPTOR 8�0—VFR 0.081)"
(6063-TO AL) (6063-T6 AL) — (�OHO ?K FO
(6063-T6 AL) (6063-T6 AL) (606346 AL) 63 To AL)
.156* 4L--1 2.30'
0.080 -Ir'0.830" I
1.974' -4
— 2.44" —1
G 135' CORNER
F6063 —TOAL)
.08,— �ko.
S 135' FIXED MOUNT
(GCG�TfiAL)
4- 4��
0.06z, 1 1.600
—3.125- --m I
STANDARD STILE
(6083.T6 AL)
4-
0A33" 1.500
HEAVY DUTY STILE
(6063-T6 AL)
4 126"
F-
[:T
)4"
0281"
26, ' --i "--.
U�9 o,
t2) B-E-AIO (ILG.j BEAD PRODUC F REVISIED
Mth lh. Fl-ld.
rl, IP fe... T",
(,301i,; T,� N :JOA-N,. 17-0420.12
h�AV�i �U r " A� 11 41�AL 7Q:, b C, 11 DU RAL
(6053-TBAL) (006346 AL)
1739' -1
8.
1 0 064raQ, 5.
INTERLOCK S INlERLO,0K"
0 R
(6063-T6AL) (6053-T6 AL)
-�
4
289'
46F
.6
45 - I ,
i ll�. - —
—
T 145 -I'l-
4" By
0"0801
FIXED 0.133.
VOL CLIP 2.89 1.498"
(6063-TO 1.498" 0.133*
0.0
A 8W
0.709" &F XEDANEL 5.691.
I p
RE AMER Q!O) go- INSIDE 00 NERASTRAGAL
0.0130"' --41--! (6063-T6 AL) 2.826' (6063-T6 AL) . .....
90' OUTSIDE CORNER ASTRAGAL
re063-T6AL)
CORNER RECEIVER
F�ECPAN21- 90
91
8-REIAINER, 9116- (06346ALI
(6063-T6AL)
Gy�l j to
I EXTRUSIONS
I SERIES 770ALUM. SGD -LMIMPACT
8 Mlalo-- IRV
1 —Z.7" 1 NTS 1 22 1 22 1 FGT01,10
SCANNED
BY
St. Lucie Countv
MIAMI- E MIAMI-DADE COUNTY
k&fiaLml PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �.mianiidade.goXleeonomj
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas 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 in eet the requirements of the applicable building code.
This product is approy--Taa,,describe i , and has been designed to comply with the Florida Building
Code, including . gh elocity Hurricane Z ne.-
DESCRIPTION: eries"PW7720A"Alu *hunt Fixed Window — L.M.I.
at��n
,he it el iZn�Z
ity 117
1. 'p; 7720A Ilk
erl
M
APPROVAL DO NT: Dr o. NM-7720A.1, titled "Fixed Window Installation Guidelines",
sheets I through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed
and scaled by Anthony Lynn Miller, P.E., be;E�p g-th�c County Product Control Revision stamp
with the Notice of Acceptance no and expiration date I Y I ade County Product Control
u
Section.
11 issi ist
AIISSILE hIPACTRAT G: Large and Small Missile In pact Res an
I m
i :g anent label with tht
LABELING: Each unit shall b ermanent label with the manufa s name or logo, city, state,
s
i's
manufa
on r, net Co tro nor
model/series, and following statement: "Miami- e oun ro net 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.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any , product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 17-0614.11 and consists of this page I and evidence pages E-1, E-2,
E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.
NOA No. 18-0430.05
9,
KHAMMADE COUNTY (Expiratio:nDate: Feb�ruary 19, 2024
oval ug st 1 , 2�254
20
ovalDate�: August23,2011&
a aec I
ge 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets I
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Migsile 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, Duraseale spacer system, Super Spacer' NX7m 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.
(Submitted under NOA No. 16-0629.14)
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, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
3. 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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, hic., Test Reports No.
FTL-3835 and FTL-3850, dated 07118/03 and 07/31/03 respectively, all signed and
scaled by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105. 01)
I F OA4&
ManuelTegiz, Y.E.
P oduct Control F4Kaiginer
NOA No. 18'0430.05
Expiration Date: February 19, 2024
. ApprovalDate: August23,2018
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBI%MTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014) and FBC 61 Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM B1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. 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.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryG]asg (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric; Compression Seal Gaskets,
Setting Blocks, and Spacers with Option H exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
1580F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Nianuel Per , X
Product Control E ner
' -NOA No. IS- 30.05
Expiration Date: February 19,2024
ApprovalDate: August23,2018
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMEENTS
1. Statement letter of conformance to FBC 51h Edition (2014) and F13C 6" Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105. 01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A. 1, titled "Fixed Window Installation Guidelines", sheets I
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
Manuel Pe tv
Product Control Ex er.
NOA No. 18-0430.05
Expiration Date: February 19, 2024
ApprovalDate: August23,2018
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Unifbrm 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
7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked -up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIEFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATENIENTS
1. Statement letter of conformance, complying with FBC 61' Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window—L.M.I., approve on 01 and
expiring on 02/19/19. e Xj"
tl / a'ho-2--
Man—me-1 P�erez
ro'luct Control Exa i
NOA No. 18-0430.05
Expiration Date: February 19,2024
ApprovalDate: August23,2018
E-4
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (WHZ),
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE
DEBRIS RE016NS TFOR INSULATED GLASS INSTALLATIONS ABOVE 37
IN THE HNNI THE OUTBOARD UM (CAP) MUST TEMPERED.
49- TIP-TO-TIPWDTH
. 4VBUGKWlDTH -
"'BUCK MOTH
45-IN-VISIBLE
LIGHTWIDTH
I DESIGN PRESSURE RATING
IMPACTRA3`NG
LARGE & SMALL MISSILE
SEESHES,
EETS 2.5
IMPACT RESISTANCE
[-- 4S'SUCKWDTH --�
3) FOR MASONRY APPLICATIONS IN MAMI-DADECOUNTY. USE ONLY
6:N� mAx.
-
6. MAX�
RIALS
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATE R - S
F_18� E, �6
I
D. SHEET 7
USED FOR ANCHOR EVALUI WERE S )UTHERN PINE, ASTMC90
CONCRETE MASONRY UNITS AND CONCRETE WTH MIN. IC 3' PER
ANCHORTYPE.
4) ALL WOOD BUCKS LESS THAN I -lW THICKARE TO BE 0 1111DE:D
A
96
6
C
1X INSTALLATIONS IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
SHMT6
A
BUCK
BUCK
SHEET7
c
INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPIC B A S
ARE MW THICK OR GREATER. IX AND ZX BUCKS (MEN USED H
)SH L
Z L
HEL..T
HEIGHT
IS,
BUCK
RLY TRANSFER LOADS TO THE STIR UCTU,E
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STIR
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIUTY OF
THE ENGINEER (EOR) OR ARCHITECT OF RECORD, (AORL 12.
MAX
VISIBLE
12
9�114'
D.C.
Z
LIGHT
O.C.
VISIBLE
L
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND W L
HEIGHT
L GRIT
DRESSING OR STUCCO. U BE ANCHORS OF SUFFICIENT EMS EDME
9
HEIGHT
w III 1 111 UILIJ DC P
4 ZH! t�j _j
SEALINGI STRATEGY FOR WATER RESISTANCE OF H GHT OG
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND T�
uvmmLL
iE
SCOPE OF THESE INSTRUCTIONS.
6) MAX� 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATIC
IS L
E L
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. US,�EHIMS
Y L� G
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD RUCKS. _ . ___] __ _ I, OG L D 12- MAX, 0I
OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS S B A,
IMPOSED ON THEM BY THE WNDOW.
7) DESIGN PRESSURES
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL)CYCLE TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300,
IT POSITIVE DESIGN LOADS BASED ON WATER MST PRESSURE.
STRUCTURI CYCLE MST PRESSURE, FRAME ANALYSIS AND GLASS
PERASME130.
0. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
RESIST THE VANDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 33. In% STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURAnON FACTOR WAS
USED FOR THE EVALUA`HON OF ANCHORS INTO WOOD. ANCHORS
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
FOR CORROSlON RESISTANCE.
9) REFERENCES: MET REPORTS FTL-31135, 3850,7212 & 18-7763, ELCC
ULTRACION NOA; ELCO CRETEFLEX NOA: ANSIfAF&PA KIDS
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL.
10) THE 772DA SERIES WAS FORMERLY CALLED THE 72M20 SERLE&
CODES /STANDARDS USED
:2017 FLORIDA BUILDING CODE JFBC) GTH EDITION
ASTM El 300-09
-ANI NDS-201 5 FG�R WOOD CONSTRUCTION
,U
-ALUMINUM DESIGN MANUAL, AOM-2015
-AISI Sl OD-12
-AISC360 10
GUIDE TO SHEETS
GENERAL NOTES - .... ........
1
EUEVA7`ONS ..................... .......
.. I
GWING DETAILS ................
2-5
DESIGN PRESSURES ..................
2-5
INSTALLATION, FLANGE
6
INSTALLATION, FOUAL-LEG
7
INSTALLATION. INT, FIN A
8
INSTALLATION, INT. FIN I
CORNERASSEMBLY ...........
1 U
EXTRUSION PROFILES.. ____10
PARTS LIST ._ .......... ... __10
TABLE I
4�114"VISIBUE
LIGHT MOTH
F SHEETS
=14, SHEET
21 MAX,
E, G
T
93-114
VISIBLE
LIGHT
HEIGHT
BUCK
HEIGHT
61, �_ OG�
TYP. EQUAL -LEG FRAME TYP. FIN FRAME
ELEVATION ELEVATION
FIGURE 1:
12- O.C.
MAX.
MAX.
Tr
Typ.
If
Descdption
SINXt
#
-.I-
L.;Ml
�; 0!M* IVS - 3IIV HS)
2
�j
pAn"
j�
�j� _ S90'PV5-JH5 HS)
3
MII_r
X/lB-UMi.iUt3flB-T-711VXr-�16-An�.OM'PVB.WlB
HS)
2
3
5
7/II?LI6(Wl5-A,C 'SG.Vl6'An)
4
6
711FWmi(3H6`HS-SR)�SG-Wl6'HS)
6
7
1.111Y �mi. IS nJ16- T � MY Air .311W A� -.090- SO W16' An)
4
8
I-11IF Uml. IS 0/16' T. 7/1V Air .311F HS -.090- SO 4116- HSI
5
'SGI SENTRYGLAeINTERLWER-SYKURARAYAMERICA INC.
'PVB- - 'KURARNY TROSIFOL� PVS INTERLAYER' BY KUI AN
SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE INA BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIM FROM THE TABLES ON SHEETS 2.5.
ANCHOR SPACING TO BE V MAX FROM CORNERS AND IT 0 C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
I-NOTH F- MOTH MOTH
Tjr__ -1 T TI Tjr_ _Lll
0
i MYTH WIDTH --�
TF 7T ___l
�-IAIDH I-- WIDTH -1
Tr---
[- WIDTH -1
Tr_ -1
LO
�- WIDTH --j
TIF-K-1 I
I n/l III
MOTH --I
T
MOTH
T
ILL!
>
0
0
0�n
z
t
wo
Ld
w 2
w� ic�
(D
oN
>
z
z
0
w
w
W
r
o
o
z
0
0
z
z
g
z
W
LYNIv
GEN
N., 587os
ir
cu�
--a fST15 F I
Window Design Pressure (+I., psf) for GlassType 1
Urrq
ce.TpIpTrar)
68-718
73
7
81
85
m
93
97
101
105
110-112
31
.1.80
.1-80
.1-80
./.W
-1-80
+j.m
+J-80
/.00
+Aw
.1�80
-1-80
33
-1-80
.1-80
-14D
/-W
-1-80
-/-W
q-80
+1-80
.14ID
/.8D
+140
35
+I.W
+1-80
+180
+1-80
.1-10
+140
+1.80
.1.80
-1-80
+1-79S
.1.79.4
37
.140
+I�
-1-80
+/.W
.1-50
+/40
+1-77.2
+1-75.1
+1-73+4
.1-72.2
39
+1-m
+1-80
-1 So
+1.60
+1-80
+/-T&1
+1-75,2
-1.715
�-70.3
+/-6&5
+1�663
41
.1-80
040
+/1
.1-7S 8
�1-712
.1-74,3
-1-71,3
+1-67.9
+/-65.1
+/-634
+1-61,6
43
+1410
+/-80
+/.80
.1.77A
+/-743
.1-71+3
+/-6S 2
+144.7
.1-698
11-M 2
F
45
+I-m
+/410
+I-78a
-1-75.4
+1 M1
/-63A
-/-M.6
-142.2
-1-59.7
-1-0.5
a
47
+/-S0
+/-W
+1-7.2
+1-73.6
-1-701
.14kA
/.63.5
+1,60.3
.1-57.7
F
49
+1.60
+1.79.3
+1.75S
+/-71.9
+1.68 3
+r4k 9
+1411.5
+IIS8.2
51
+/.W
+1.".S
+/-74A
-1-70.3
+/Hun?
.1-611
+1-59.7
53
+/-79.1
-t-75 6
+1-72.4
+1-68.8
+165.1
-(,815
S5
+1- 74
+1-73.8
+1-70.5
-/-67.3
+1 S-3S
67
+1.758
.1-n
t
59
+1.7 .2
+1.703
61
+J-72.7
+IH&I 7
63
-1-71.2
1
mm
65
+149.7
67
M8.3
MVS
+1417
1) 11 -1 V- I IV JIMtNbIIJNppNUWN. VJM IN I =��LrNANIJIIUU�Lt��INIJUM,pUM I �� I I -N�M I N� ", I U- I IN
THE TABLE TO DETERMINE THE WINDOW SIZE
2) FOR SIMS NOT SHOM, ROUND UP TO THE NUT AVAILABLE SHORTOR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOM, FIND THE SMALUESTWNDOW SIZE IN THE TABUEABO� MICH THE OVERALL DIMENSIONS
COMPLETELYFITMHIN.
Window Design Pressure (+I,, Fsf) for Glass Type 3
Upre
Side. Tip In TP
(in)
B-3al
73
1 77
al
85
89
So
IV
101
105
110-1/2
31
+IUo -V
,�ffi
�1430
+J-50
+1,80
�-m
.140
+1�80
+1.80
+I-W
�-w
11
pHxr-
+,Ho
+j.FK
)-80-
I-6D
-140
+140
-1-81)
-I-8D
+/-W
.14`0
35
-1410
+1410
j.F0
+1-80
I-8D
+1-80
+14A)
q so
-/-Be
+/-m
+1_80
37
.1-80
If-W
.1-00
+1-80
-1-80
+1-80
+�-80
-1-81)
-/-Be
.1-m
+I.S0
39
+i4ll)
.1-80
+1410
.1 SO
+1-79A
.1-76.4
0-743
=�J-80
j__So
+1 0
.140
-/-W
+/-80
+140
+1-76.7
+/-73S
�.70A
+149
+/.an
+I.B0
+1410
+1.80
+I -al)
+1-77
�-731
+J-69 6
+1-669
+1-651
4
+1-80
+/-So
.1-so
+140
11-M
-1-77.8
+1-74A
+1-703
+1-675
0.83's
R
47
/.W
�-m
+1.80
+14D
N49.2
.1.7&4
+1-71.7
-1-01
+1-65.1
49
+1-80
+1.80
+1�80
.140
-1-77.2
-1-7&3
+(69.5
.1-65 8
51
+1-60
+I-S)
+140
+/-?R,4
+/-75.3
+14U
+1_67S
53
+1-80
+1-80
+180
-1-77.T
-143.5
.140's
65
+/�
+/-so
.1-39.6
-1-76
+1-71.8
57
.1-80
.1430
-1-77.5
+1738
-
+1.79.4
-1-75.4
61
+1_80
+1 nS
-1-73.6
aa
4140
�.75S
1+
as
65
+/1
-/-74
711
.1-74S
FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1 1 FROM THE TIP -TO -TIP DIMENSION IN
2) FOR SIZES NOT SHOM
3) FOR ARCHITECTURAL %
COMPLETELY FIR WITHIN,
711VI.AMINATED
GLASS STACK
EXTERIOR
GLASS TYPE 1
1-1116- NON.
GLASS STACK
3116" TEMPERED GLASS
EXTERIOR
�, �D
GLASS TYPE 3
PVB INTERLAYCR
11.1 �-- LONG SIDE
GLASS BITE
T-
SHORT
SIDE
-t-
7116-L",M
GLASS SI
IS' HEAT
11.1
GLASS SITE
--+-/-3c�, 00
[-- LONGSIDE
SHORT
SIDE
I-
SHORT
SIDE
LONG
SID
)o j E
SHORT
SIDE �- I
;4:
0
0
0
Lu
W
ze-
ow
Z
>
Z
0�
0
1-
W
0
N
z
0
0
z
z
W
0
z
UJ
No. 58705
'a
0. ITSElly
Dr'
NAL
Window Design Pressure (+/., poll for Glass Types 2 & 4
Long Sdo
s 1. To (m)
UB-718
77
81
85
BE
93
97
1 101
1 ISE
li(L112
113
1 117
1 121
125
1 12D
1 133
137
1411
145
311
-1.80
+/-80
/.W
'1-80
.1-80
-1-83
+1�O
+/M
+400
+J-80
+1-83
.1-80
+1-80
-1-W
H-Bo
+I-B)
1 +1-80
+/.Be
.1-80
0-80
33
+/-80
.1-80
+/.so
.1-80
'1-80
+1-80
+/-S0
0-83
.1-80
H-Be
+/.W
H.BD
+140
-1-80
-1�80
+14D
+1-80
H-W
+1_80
+140
m
-7+1-ao
+' as
0-80
+140
+J-80
+1.80
+140
+f-aO
�1 BID
.1-80
+I�
.1-0
.1-80
I.An
+/40
.1.80
-141)
0-80
37
+;1
+180
.140
.1-6)
+1-80
+f-S)
+1410
-+IBO
+bw
0-50
+1�ea
H-80
+1-80
-1-80
.1-80
+1430
39
.1-80
-1.80
+LW
0-80
+1-80
+/-an
+1410
+1-80
I -SS
+1-00
+1-80
0-80
H�
0.80
41
+t-m
V73
�[410
4-80
H-80
H-BD
+/-M
+1�
+1.80
.1.0
H-80
.1-810
H-80
+I.S0
+1-80
+/40
�Lm
+/-B0
+1-80
+140
.1.80
'460
+1-60
.1.0
I
45
+140
q so
_E.
+/.80
+1-80
�-m
+1.80
+1.80
+140
.1-80
+140
2
47
.1-110
+"0
+1.80
+/.W
+/.an
+I.E0
+11
.1-80
.1-80
49
.'-SS
+/40
+fm
+1-80
+1-80
+/m
+1_80
it
q-80
51
+f.S0
+' 80
.1-Sa
.1-80
4-80
+
+1
+/40
+1-80
.1-80
H-79.1
55
�.80
4.80--L-.1-80
0-M
1 +1.78.6
1
1
11
11
a
+1-sa
-I-TSI
59
1140
ill
+ 80
61
;-1
+- 10
TI-1A,
63
1
1
1
65
+1�80
1 +1-60
1
I
t
67
'1-m
I
I
I
-
I
I
i
I) TIP -TO -TIP DIMENSIONS SHOWN+ FOR INTEGRAL FIN AND EQUAL LEO WINDOM, SUBTRACTV FRDMT11ETIP-TO-TP DIMENSION IN THE TABLE TO DE11
2) FOR S�S NOT SHOWN, ROUNDUP TO THENEXTAVAII.ABUE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLESTWINDOW SIM IN THE TABLE ABO%S MICH THE OWRAU. DIMENSIONS COMPLETELY FIT WITHIN.
VIG-LAMINATED
GLASS STACK
3116' HEAT STRENGTHENED GLASS
E)(TERIOR
<�3
ER
VB' ZZYGLAS
311 :' HEA
8FFENG a
ES�
"" 'n
GLASS TYPE 2
1 1116- NOM
SIZE STACK
711 S' I.MiUNATED
J�
GLASS STACK
3116-TEMPEREDGLASS
THI- T RENGThENEDGILASS
ajja�EA
HEE Ar�
STRENGTHENED G�c
7116- AIR SPACEID�1'
09c. PVB INTERLAYER
EKTERIOR
1�3
51IF
GLASS SITE
GLASS TYPE 4
TABLE DIMENSIONS yBE
My
ORIENTED VERTICALLY OR
HORI j
LONG
SIDE
LONG BID
SHORT
SIDE
A- . SIDE
LONG SIDE
SH FIT
S E
�D /I
j
LONG
SID
j E
NOCHANGESTHIII SHEET.
S2
>
E2
0
ii
0
,in
1
0
0
,
ov
-03-
mro�
ILI
0 �
z
z"C'
, LLF �?
,
006 Z a
0
LU
'2. - 1
5
Do'a
US ��
(9
Pz-
z
0
z
Uj
Of
�-"s
m
�2
0
U)
U.]
z
0
z
I,
,
z
0
W
S2
Go
�g
U,
0
WILYN
OCEN36--K,
No 58705 S
tl z
VT5---g :
T
T OF ..' 4
TABLES
Wind� Design Pmssum (+/.. paf) for Glass Type 5
0.
ne. MD N np
ren)
"a
77
7&W4
a,
I as
0
as
1 97
101
105
le.
I
37
+9 1
+91N-127 6
*.+1 27"'1
+901.1na
+ON121 7
.90t.119A
IOW-110 5
�01-llaa
+W-lII
+911
IM406.3
100MICS
*901ADI 5
4901404 6
M
+W-126 1
+W.120
1 2
+OW-114S
1OW-I 12 8
+ON -Ill
+W.I...
+1101.104a
.11.1131.7
W.O. a
.901-071
.01 a. 1
41
+001.120.1
W.I I 15
IWAO7.3
-WAM2
+n-103
411111-100.5
4W-97 8
-91V94 9
+eV92
0.896
-f 88
+,.as s
+'..
Q
+001-114 4
+131
*90V.102.5
19W.IO0 7
+W�916
+OW-95 2
4�-92 2
-1-89.1
-1-85.8
-183
�-131 4
+1.804
+180,
,a
...'0.7
+Pns-lial
0
O(Vi4a
..a
41-.103
+1441
`4-Mm?
+1-7.7
+1.77 8
+'W's 1
�1.7666
47
+ONIO44
+OM996
W-95,7
+W-93 9
W.91 5
11.5
.193.
+,-.,,
.1-R.
+17.1
�74 7
�72,7
49
51
IM-101.1
+W-08 I
+W�
1001-OKI
1�9266
#901-90 1
+W-90 9
11-1&2
-14005
ba&?
-1 M3
I.n
+11112
+1-79.1
+1.7a 5
+1.7.3
-I."A
.1-733
.73a
.1-71,7
.,As 0
+1.696
�48808
,..a
+1`55A
9 sa
t1W
+.3
+..I+l
.187A
a.
-I-S3.
.1.
41-741
.1-713
+'..'
'"(33
1.
F Se
+O(N. a
-.2
4PS403
-148219
-141A
+1.78.1
+1-74a
q-lima
-140.1
.1-06..
.1 -639
." I .
'.1,
57
-1480 a
.1.3
qaOa
-..2
+'-Ol
.11-68 9
1
�169
-1-aii 1
as
t "
"4&28
'PI97
'I'VIA
-1-14
-1-71.1
+1�.9
+�e
�4621
+1-e03
.1
SO
.1-641.
+1402 5
..0
+1-7&9
#174.0
.2
11-73.2
-1-..
11-71.4
-1-71.7
+148.4
-1-65.5-
+"OSO
.1.6BO
as
+I. I
-1-TI,
-112.2
-�M
-1-104
+�Oi
-I�A
ne
-I-Ta
11=1
2
�W,I
1�652
+f-s2 4
as-71a
275 fl
an
7 a
_7E,
-1-6. 0
1 Iwe
-a,
la
+1.1l 0
+' .a
'_aa
+,..a6
PE1�j
I
's r
I+'.'a
41
+.a.
1 +14849
1 -14169
1 . 9?
1) TIP -TO -TIP DIMENSIONS SHOWN+ FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT I" FROM THE TIP-T�TIP DIMENSION IN THE
TABLE TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOM, FIND THE SMALLEST WINDOW SUE IN THE TABLE ABOVE MICH THE OVERALL DIMENSIONS
COMPLETELYFITWITHIN.
TABUEB:
Mndm Design Pmasum (+/.. pf) for Glass T,,pe 7
.Ses'.)
69-710
73
7..
.1
1 IS
I to
es
97
101
I
05
1.
"a".
31
-M-1.
+W-130
-10-130
-W-130
-ONI30
-Wjs�
+W-IM
+W-M
-KNIN0
W-130
se
-W-Ua
-.1.
-.130
.
#W-130
+W-135
+W-I.
-M-1.
-ON-120
'a."'
.9N-IaO
+W-1.
+W-IsD
"n'
+W-130
m.1,0
+ss'Im
*`N
�133
.a
+..I.
+w-Iw
s.IK)
+SNIND
-.1.
..Is.
+KVI.
#.-Uo
..
..1.
1.13.
31
+SW.im
+W-iw
4w-iw
+QW43)
+ONi3O
+001-130
+.-1283
+M-125 4
+90PIal 6
1
10041201
4ION-1101
#90FAIS I
190f-118 I
+Wf I 1 8,
In
+W430
19101-IOD4
+9004US
#10-1254
+WI-121.5
+901-11 B 1
*ON-114S
4141-112a
+gW-10.0
+aV.In6 3
s
41
+�Ial
#W-1011
19M121a
4911-1109
49131
+OsVII3S
+NN1104
li)01-107.2
+91VAID)a
19N�1013
+90-04
-W�971
43
+001.12903
fW1.121 5
+9�115 S
+901.113A
+91VAIIA
+W.107.5
+W.11042
49VAU0.6
+90�97
+90143A
..V.
.0-pe.
....'a
4l
�001-12211
*W.I 5 a
+90�llla
*OV-10.7
+S�IN.3
+9NIUa
+90�987
#OCAOS
+91V4123
490/401
+1-1370
.601-as 0
47
4�118
+901-112.7
+901-108 1
+901-IMA
+91)1-1133A
101-90 0
+M-944
ION-Ola
.,an I
a 7
�42.1
M-61 3
49
+9N-I 14 2
I901-109A
1901-104.8
+9N-IM7
+9101-10)
1=45a
'KNOls
0,88 7
-1-86
+..SO 6
-sel"
J4
-I.."
+1-77A
61
+WI-1109
+XI
+BVIDIA
Isel-PLO
+9NsS9
#91
1149.3
+I-M2
+1301-612
+M&SD 0
.1-770
.1-704
+1-745
as
N"07.7
..1.9
+=-OaT
W-aall
+Ow-�'
-W-90.4
+147
+SN-83.7
-80"Ona-
11-17.7
+1.74.0-
.1-72.3
+1-714
as
�-104.5
INV996
+KI
.90-917
+W�91A
4-80.3
+OW�646
+W41.3
11.7a 1
114S.1
.1-1,22
+1-.9.S
I
51
+on,.'ma
+"-.
+m.azs
+W.91
+"a9r3
+MV4*4
+/-TO .
11-756
-1-72S
.1-61.
.1-al's
as
..an 0
.901-sal
.10
.18, S
+SN-M
..Is
-aw-00 3
.1-76.7
-1.7&3
.1.701
.1�58 2
1.3
1
W41
�19
1-74
*175
L
I
��I�
+;7
'4
.1 ;5
I len� z
i Im-81 5
i "as
I �i�;
I �fzu
I *��u I
ION411
11 led
1 +��O
1/-'737
1 +1-7Q5
I
+a� 2
11-Ts'
11-11.4
1 +��Z
#1-71.6
1
+.4
11-11s
.`,m
+148.8
1
1) TIP -TO -TIP DIMENSIONS SHEMIN. FOR INTEGRAL FIN AND EQUAL I-EG WINDOM, SUBTRACT P MOM THE TIP -TO -TIP DIMENSION INTHE
TABLE TO DETERMINE THE WINDOWSIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE S�ST WINDOW SIZE IN THE TABLE ABOVE MICH THE OVERALL DIMENSIONS
COMPI-ETELYFITWITHIN.
7116-LAMINATED
GLASS STACK
.090� SO INTERI-AYER
3116- ANNEALED GLASS Is -3/16-ANNEALEDGI-ASS
4 11
518.
GLASS BITE LONG SIDE
1.2
EK7ffR1OR SI ITT
�4 BE
20 13
GLASS TYPE 5
[-- LONG SIDE
SHORT
SIDE
-t-
TABLE DIMENSIONS MY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS Smom.
GLASS STACK
7/16- LAMINATED
GLASS UP IK
3116-TEMPEREDGLASS"
WIS-ANNEALEDGI-ASS
-XIO . - -------- -
7116'AIRSPACE--
-09W ED INTERLAYER SHORT
SIDE
11
513
GLASS 8 RE
LONG
SIDE
0
EXTERIOR
21 13
j
GLASS TYPE 7
SHORT
SIDE
Ul
>
Of
0
or
IN
UL
OIL
Z
Z
e
0
X Lj
ou
5
(9
>
Z
5
21
o
DO
z
of
00
z
z
UJI
x
ED
C.
LYN/V4"/,
..........
OCEN&i
N.. 58705
0 RIVIT .4"'-
) I NAL,,,,""
&LYNh%[ER,PE.
P.E,V 58705
Windarew Design Pressure (+/.. psQ for G1355 Types 6 & 8
Long Side Tip Up Tip (in)
w7m
n
M314
I In
M
1 89
1 In
SIT
1 101
1 105
109
1 110-la
1 113
117
121
125
in
137
1 1,G
31
+901-130
tw�igo
+qwN
+W.130
-901-130
+931.130
t -901-130
+901-IN
.901-130
+901-130
.901-13D
.901-130
1 +901-IN
+gW-130
+90II-IN
+901-130
VW-130
.9W-130
19Y-1W
33
+901
+901
VNI-IN
+M-130
+901-130
+901-130
+W-133
+901-IM
+W-130
+g0/-Ido
+OW-IM
+W�130
+W.130
.901-130
+901.130
.901-130
+901
W-13D
+901-130
+W.lw
35
+90/133
.90(-13D
+90y-lp)
+W.130
-901-130
1901-1M
+901-130
+901-130
.90f.13D
W-131)
.901-130
-901-IN
+W-130
+901.1N
+W.130
+901-130
+901-13F
+901.130
+p0f.11D
.8101-110
37
.91
+91W.130
+W-130
+M.130
+91
91
+9Cf.IN
-901.130
VNf.I30
+901-lN
+901-130
+901-130
-901-130
-901
-90f-130
INI-IN
Vw-Im
+nw-110
Ixw�llo
39
+W-130
+NW-130
+W-IM
+901-130
+901-130
+91
.901-1M
+901-130
.90Y-130
+W-IW
+901-130
.901-130
�91Y-130
+901
+W.lW
+KY-130
+8101-110
+0.110
+801-11D
+801-lfl)
41
V90f 130
N73
-901-IN
-M-IM
-M-130
+W.lM
+91
W-130
+901-13D
W-130
Vii
1901-im
+901-130
.9W-130
+901-130
M-110
+801-110
'801-110
+=410
-M-11D
+801-1110
43
+900.130
W-IN
+901-130
+91
+901.130
+W.130
+931-130
+901-130
VW-130
+901-11)
40W-130
+901.130
+M.110
.801-110
+801-110
-801-110
+801-110
+801-110
+&Y-llo
45
+W-130
Si
.91
+0-1N
-901-130
-901-130
+901-IM
+901
+91
.9W-130
+W-130
+901-lm
'801-110
+801-110
+601410
+801-110
18W.110
+8w_llo
+801410
.801-110
47
+91
+IN-1210
-901-13(1
+Wf.130
-901-130
+9101-130
.901-130
w-Im
.9C.130
+90/-130
+801.110
.801.110
.601-110
�-Ilo
01-110
+801-111)
+aw-llo
+801.110
49
-W-130
-90F.130
+KYAN
+901-130
+901.130
+W.IW
'W-130
+W-130
10-130
+801.110
+801-113
�aw-llo
+801-110
B01-1110
w-Ilo
+8w-llo
.801-110
51
+901-130
+9V.130
+91
+901-130
+901-130
+901-M
+W-130
+8941-128.9
-S&AID
INI-110
50filo
.801-110
.601.110
+801-110
+W1.110
+8W.110
53
+91
-M-130
+Ni
.901-130
W-130
+901-130
+68 st-128.1
.801-110
.801-110
+801-110
+101-110
�W-110
.801.110
+801.110
+W1.110
65
+001.130
+W.130
+901.15)
+911.130
.901-130
H.&W.12sl
+W.110
+801.110
+801.110
+801.110
+W.110
W.110
+W-110
+N,-llC
57
+901-1310
+W-130
#97-130
+901-1310
+89.V.129
+W-110
+W-110
+aW.110
*801-11D
+811-110
.&Y-110
4SY-110
59
+901-130
+"-130
+N?-lM
+119.V-1291
+SI
+W.110
+bi
+ao/-Ilo
+801A10
+S01.110
+801-110
1
In
�W�13TD
+W-lw
+89 &.129,
+801-110
480".110
+w_llo
4801-110
4801-110
*801.110
+w_Ilo
-
.3
;W B_
.901-131)
+801-110
.801-110
W.110
+W-110
+W/.110
+801-110
+801-110
65
-9011
+9N.IM
+M.110
+801-110
milo
.801-110
.80/-110
+801-110
In,
+=.I.
+.I,.
+w-'10
.8w.110
W.IID
+&W-11.
+80,110
SH718
W.130
+801-110
+SW.110
W-110
801-110
.8of-110
+WI-110
73
M/-IID
+801.110
.81Y-110
+801-110
.8101-110
+8W.110
77
+80/410
+8W.110
+81Y410
+801-110
7&Y4
+8101-110
.601-110
+801-110
+801-110
11 111-11- 1 IV tUU�L�U ININUUVNd,bU04NA� 1 7 �NUM I ML I V I U- I fi`UiMtNINUN IN I Nit AbLL I UU� I tKNINt V�WNNUIAIIISJ�.
2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABO� MICH THE O�RALL DIMENSIONS COMPLETELY FIT WITHIN.
7116' I-AMINATED
GLASS STACK
Y16' HEAT STRENGTHENED GLASS
EXTERIOR
1�3
GLASS TYPE 6
1-111VNOM,
GLASS STACK
SG WERILAYER 3116"TIRIPEREDGILASS
WHEAT
GLASS SITE
EXT5RIOR
<�:l
711WLANnNA,�i.,
GLASS STACK
HEATSTRENGT11ENEDGI-ASS
GLASS BITE
GLASS TYPE 8
TABLE DIMENSIONS-PWBEJ
ORIENTED �RTICAILLY OR
HORIZONTALLY AS SH
LONG
SIDE
LONG SID
SHORT
SIDE j
SHORT
SIDE [_
F- LONG SIDE
SHORT
SIDE
I-
I
LONG
SID
I U I j E
JR - 03/16ilB -UPDATED
VN_UES AND SIZES.
4
w
Q
>
IS . g
0
H0
7TU
0
0 g�
w
rz
E)'
z
' Uj R
w
006 0
ILI z 00
w
>
z
C,
0
_1
0
g,p
w
".,is
on
5
0
0
ILI
z
z
I,
-I,
Q.
z
g
IN
In
a-
00 LYNIV4f
N. 68705
i WT.,
iS� `�ZOFUON-' N
2
ZKMOOBUCKSTRIP EDGE
OR FRAMING. SEE :�l DISTANCE
NOTE 2, THIS SHEET
INSTALLATION
TYPE A
040OW I EXTERIOR
SUCK
HEIGHT <�3
Till - IP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT -
WINDOW
SUCK
HEIGHT.
2.Y4'
EMBEDMENT
TYP. ANCHOR TYPE,
EMSEDMENTANDIEDGS
EMBED
I VENT
_L/4'�
) SHIM
FOR ALL
OF
EDGE
."T
'M
__ ANCE
CONCRETE(CMU
PERANCHOR
REQUIREMENT
INSTALLATION
METHOD D
INSTALLATION
TYPE C
— EMBEDMENT
114-MA)I
SHIM
IW
WUI.
SHIM
EXTERIOR 7,
STEEL SaF�DRILLING
��:SMS (35) SEE TABLE
8, THIS S�M
MIAMI-DADE "PROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE STHIS SHEET
INSTALLATION [__ D'EIIE
TYPE B STAWCE
VERTICAL SECTION B-B
1XWOOD
SEE NOTE 2.
TYP. ANCHOR TYPE. EMBEIGMENTAND
EDGE DISTANCE PER SUBETIRNM,
SEE TABLE B. THIS SHEET
IL — EXTERIOR
VISIBLE LIGHT WIDTH
WINDOWBIJ_..__._... _
'SUCK WIDTH —
TIP-TO-TIPAINDOWMIDTH —
HORIZONTAL SECTION A -A
INSTALLATION
TYPE B
CKSTRIP.
EMBEDMENT
IS SHE,;4�
EDGE
DISTANCE
CONCRETIVCMU
PERANCHOR
REQUIREMENT
S.b�t�
Min. Edge
Di�.
M,,
WxC.C.
SIicim
M2 . 414 410 SS
Pi. S��.55)
wir
—
I-w
IT
"... �TS A��
w
01)6T.
IT
A36 sbd
Sir
DM"
IT
StMI sw� Dr. M W�
Sir
OWIWG�-
IT
#12cr#14S
S�Y. R. (S�0.55)
wi�
I-wr
IT
�mnw. �T!5 mn,
DWY.
IT
MB SN.1
0.06Y.
ow-11
11� 410 SS CN�FlIx
2.11T
I
61L�4'
IT
114' SWel Ul
cm* (imn. 2,85 Mi)
1.,
1.314
cm a Im 1
2.
111.
1 wa.
_Iz
IT
�-n;&85 _)_
aC.IYA
2-1/Z'
1-1/c
IT
SfIW Smi Ull
C..�Mts GotI. 3.5 W) I
I-1/4LI
1�w
�d
14VO
"117�
-MIN. LI-3
MAX SHIM
'UNGROUTED CMU' VALUES MY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
_T14'
IF.
1s-.—.,GGSuC�-'.-.HI!ET
INSTALLATIONNUTIES.
1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLILOWEMSEDMEVTAND
EDGEDSTANCELIMITS.
CONCRETE PER
ANCHOR
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSE TOTAL
REQUIREMENT
THICKNESS IS LESS THAN I -In'. 1X MOD BUCKS ARE OPTIONAL IF UNIT CAN
BE INSTALLED DIRECTLY TO SOLID CONCRETE. MOD BUCKS DEPICTED AS
- ZK' ARE 141TTHICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
I TYPE, EMBEDMENT
AUTHORITY HAVING JURISDICTION,
STANCEPER
SEE TABLE 8, THIS SHEET
3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A
SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOAMPLIES TO WHOLE SYSTEM.
N
01
wwd.1
M, F,
Mi, F�
sbdsc�
92�
120 W
41OSc,.w
9D
Ilow
0. UtMCorID
155
177 W
410 SS El� C.IeRea
127.4 W
IN.7W
SNG�TSAI�.u.
IS I'm
221k�
A36 S�.l
36W
53k�
Gr. 33 SWel SW
MW
45 ke
LU
0
7vu
0 In
w
O�o
ze
9�0
0
0
z
0
LL
0
z
0
z
t.
r-
0
Z�
oz
0
Kw
ILI
a
X
r9
z
[L
ii-
Is
�Iljl
-1-0
No.58705
';a3
10NAL
k LYNN MILLER. RE
IYP.ANG"LH1YPE. INSTALLATION INSTALLATION
EDGE EMSEDMENTANDEDGE
M MOD BUCKSTRIP DISTANCE ,,,�DISTANCE PER SUGSTRATE, TYPE G TYPE F MBEDM5NT
OR FRAMING, SEE SEE TABLE 9. THIS SHEET E
NOTE 2. THIS SHEE 1X WOODBUCKSTRIP,
-----T i EMBEDMENT SEE NOTE 2. THIS SHEET
INSTALLATION JWMAX
TY-PEE EMBEDMENT $HIM TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE D(STMCE PER SUBSTRATE,
EDGE 6 SEE TABLE 9, THIS SHEET E
DISTANCE
r2'�,
12 USED FOR ALL
SIDESOF
8 ARCHITECTURAL
SHAPES @ 11-7/8'
EXTERIOR 29 O�C. MAX.
C )NCRETE(CMU
IER ANCHOR
EQUIREMENT
mW
BUCK INSTALLATION
HEIGHT TYPE H
MAIL
SHIM
VISIBLE
LG T
HE:G"HT= 9
WNDOW
BUCK
HEIGH - EXTERIOR
2�14T STEEL SELF DRII-LING
THIS SHEET
EMS (GET, SEETABLE
MIAMWADE APPROVED MULLION (SEE
SEPERATS NOA), allMINUM, STEEL FRAMING
OR STEEL STUD. SEE St IBSTRATE
PROPERTIES. TABLE O.TILS SHEET
EXTERIOR
4 ID
K-�)
VISIBLE LIGHT WIDTH
WINDOW BUCKWIDTH - 2-3,
INIP DDIN BUCK WIDTH
HORIZONTAL SECTION
C-C
CONCRETEICMU
PERANCHOR
REQUIREMENT
An.hor
SiAn,init,
Min Edg.
Disan.
Min. Evi
hitnio.c.
sna�inm
#12 or iFI4 410 BE Sc�
S..� P,�. B�-U!55)
WISP
1=wv�
IT
AIiininum, EK63-TS min.
wal
0 INS I
ir
AM S�I
ll,,
IT
BIRO Stint Or, 33 rm�
3/6.
0.0461 (18
12,
112cr#14SUdSc�(06)
Pinn, (R�-O 551
911T
1-3/8'
12,
Afoivinun �3�75 "n
319.
0 M.
12-
me Sinni
Ili
0 [)63-
12.
SWel Stixt Or. 33 min
11.
oNvose.)
1�
IPV41DSSCreeFbx
Ukyr�d CMU, AS7M �90)
24C-
1-114.
1�
Concrato(Rin 3.Wksi)
1z.
Ile EMii, Ul�j
emile n,285 il
17-
12.
w1u, Seat URRIcon
Com -w (min. 15 Kil)
1 1-114'
1-314-
1 1r
G�ffrmul fASTMC.m)
1 2-t2l 1
1-wV 1
17
-- -- —..—u ... . ...
CMU.'VALUES MY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE
114 - MAX SHIM
INSTALLATION NOTES.
T1X WOOD BUCKSTRIP,
1. USE ONLY ANCHORS LISTED ON THIS SHEU. FOLLOW EMBEDMENT AND
SEE NOTE 2, THIS SHEET
EDGE DISTANCE LIMITS.
2. MOD BUCKS DEPICTED ON THIS SHEET AS 1X-, ARE BUCKS WHOSE TOTAL
CONCRETEPER
THICKNESS IS LESS THAN 1-112'. IX WOOD BUCKSARE OPTIONAL IF UNIT CAN
EMBEDMENT
ANCHOR
BE INSTALLED DIRECTLY TO SOLID CONCRETE. MOD BUCKS DEPICTED AS
REQUIREMENT
-M- ARE 1-1 a � THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
MOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
AUTHORITY HAVING JURISDICTION.
INSTALLATION
EDGE
TYPE F
TYP. ANCHOR TYPE. EMBEDMENT
3, FOR ATTACHMENT TO METAL; THE STRUCTURAL MEMBER SHALL BE OF A SV E
DISTANCE
AND EDGE DISTANCE PER
TO PROVIDE FULL SUPPORTTO THE WINDOW FR)WE.
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL
SECTION D-D
4 IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO MOLE SYSTEM
MaImIal
Min. F,
Mn. F.
sw Sam
92 Nii
120 W
41;0
90 1:31
MINI[-
U�Screw
.Coro
155 SI
ITT W
-Efco
n. Oni.
410 SS Son CrOoFiad,
127A kiii
1817 Kii
IMOMMU.Uun
16 W,
22 W
AM SDKI
36 W
68 kiii
Gr� M S�I Stud
33 W
45W
NO CHANGES THIS SHEET
U1
Of
0
0
0
77-
M
0
1
LU
Lr
0
z
LLF
() 6
UL
Ul
1-
w
z
0
0
0
z
0
Z
Z
<
0
Z
a
0
,
-Li
Li
x
..
0 STI Fr.."' :4
& ......
�ONAL
'/If .... 110,
A LYNN MILLER. PE
P.E.0 58705
FIN FRAMES ARE ONLY TO BE USED
TYR ANCHOR
EMBEDMENT AND EDGE EMBEDMENT /—OR
DISTANCE PER SUBSTRATE,
SEE TABLE 10 THIS
2X WOOD 8UCKSTRIP
FRAMING SEE
NOTE 2 THIS SHEET
EDGE
INSTALLATION
TYPU
EDGE
.'GT N
DISTANCE 114, MAX
SHIM
W-H INSTALLATION
INTERLAYI TYPE K
GLASS TY
I
EDGE DISTANCE
INSTALLATION
TYPE I
DISTANCE
C'�D -U K—IP
DR.;
PA, IN. SEE
NOTE 2, THIS SHEET
2X V03DO BUCKSTRIP
OR FRAMING, SEE
NOTE 2. THIS SHEET
PRODUCTREVISED
�hh Um F�
TYP.
ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
BWI�'Coik -
A.�. No
E271!1-
SEE TABLE 10 THIS SHEET
EXTERIOR
IN -X'
t , T
VISIBLE
LIGHT
HEIGHTm
WINOM
BUCK
HEIGHT-
2-WN'
L
INSTALLATION
TYPE J
EMBEDMENT I
USEDFORALL
SIDESOF
L
ARCHITECTURAL
SHAPES @ 11-718-
GO. MAX.
INSTALLATION
4
W1 VISIBLE LIGHTWIDTH
NDOW BUCK WIDTH - 2-3W
IVINnOINBUCKWIDTH
EXTERIOR
114'
<�j
mm�
SHIM
HORIZONTAL SECTION E-E
�-Qg 10'THISSHE
MIAMI-DADE APPROVED MULUON (SEE
SEPERATE NOA), A1.UMINUM, STEEL FRAMING
OR MEL STUD. SEE SUBMRATE
PROPERTIES, TABLE I BTHIS SHEET
NOTE 2. THIS SHEET
-ilWMAX SHIM
EDGE DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT
EMBEDMENT -� \-AND EDGE DISTANCE PER
SUBSTRATE SEE TABLE 10, THIS SHEET
VERTICAL SECTION F-F
EMBEDMENT
NO CHANGES THIS SHE`�
EXTERIOR
I& I
Anchor
Substrate
Min. Edge
Dietence
Mm O.C.
Spacing
2-1/2"x.113*BDxN.1l
Southern Pine (SG=0.55)
5116,
5"
2-117 ..131" Co. Nall
Southern Pine (SG=0.55)
311-
y
2-1/2* x. 145" Rcofinq Nall
Southern Pine (SG--0.55)
3/9-
S.
#10 x I" Steel Screw (G5)*
Southern Pine (SG=0.55
1/2"
61
0.09TAIummum 6063-T5 rdo.
5/161,
5�
V16"A36 Steel
51W
S.
0.045" (18 Gal Steel Stud. G . 33
5116'
5.
INSTALLATIONNOTES
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW
EMBEDMENT AND EDGE DISTMCE LIMITS.
2, FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHAUL
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WNDOW FRAME
3, IF APPLICABLE, LOVER DESIGN PRESSURE FROM EITHER
WNDOW OR MULLION NOA "PLIES TO MOLE SYSTEM.
Meorkm
Mn. F,
Mr. F,
fte
120 131
63�15A!Irri. 1
hr
Mel
HIPA
A36 She I
36W
WIPJ
33SWeSW I
nol
�kd
0
0
-WFc
—�;-
'0
0 A U
x
�
0
z
a
X u!
!E;�
QN
1�c
Z
0
U.
0
TTZ
0
0
z
z
<
0
x
z
1L
E:
LYNV4f,
No.58706
0
NAL
A. LYNN MILLER, P.E.
P E # STA5
EDGE DISTANCE
a WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE M
EXTERIOR
<D
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
Hi
WINDOW
BUCK
HEIGHT-
2.31N'
INSTALLATION
TYPE N
CCNCRETEICMU
PERANCHOR EDGE
REQUIREMENT DISTANCE
TYP.ANCIHORTYPE.
.EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11. THIS SHEET
EMBEDMENT
I "
skim
URAL EDGE
11-71IF DISTANCE
INSTALLATION TYPE M
EMBEDMENT
I— 1W MAX SHIM
2X MOD BUCKSTRIP
OR FRAMING. SEE
99NOTE 2, THIS SHEET
INSTALLATION
TYPE 0
EXTERIOR 1'
<�] � SHIR
;hii -D I ING
TEELSELF RLL
ME (05). SEE TABLE
11.THISSHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATENOA), ALUMINUM STEELFIRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE I 1,THIS SHEET
VERTICAL SECTION H-H
MAX SHIM
FINFRkMESAREONLYTOBEUSED
NTH GLASS TYPES 14 (PVS
JINTEFI NOT TO BE USED NTH INSTALLATION
GLASS TYPES 5.8 (SG INMERILKYER) TYPE N
1X MOD SUCKSTRIP, SEE
NOTE 2. THIS SHEET
TYP. ANCHOR TYPE, EMBEOMENTAND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
VISIBLE LGHTWI)TH = 11��
WINDOWBUCKWID71-2-314'
WNDOWBUCKWIDTH —
HORIZONTAL SECTION G-G
EMBEDMENT
EDC
X111P. "".: I DISTA
LL] i
CONCRETEA�MU
PERANCHOR
REQUIREMENT
E)(TERKIR
10,
Anchor
Substrate
Min Edge
Distance
Min. Embedinent
Max O.C.
soap[ag
#12 or #14 410 BE Screw
soze—mpim (SG=0.55)
9/19,
1-318'
6.2"
Al.emn.m. 6053-T5 min.
318"
(LOST -
62"
A36 Steel
318,
ILO63' -
6.2"
Steel Stud, G", 33 nin.
31W
DGIV'08 Ga) *
67
#12 ., #14 Steel ScRAN (G5)
Southern Pine (S(--0.55)
9116"
1-318"
6.21
ffilirinum. 6063-T5 run.
310.
0 m�. *
6.2'
A36 Steel
3/9,
0. 063" -
6.T
Meet Blue, Gr. 33 min,
319k
0.5u, (18 �) -
6.2"
114r 41 D SS CrefeFfex
UhmmuteJ CMU ASTM C-00)
2-11r
1.114"
11.6.
Concrete (Tun. 1
1-314!'
11.6�
1/4" Steel Utracon
Concrete (mm 185 ks!)
Concrete (mn. 2.135 kv)
2-1/T
1:3184-
X ,
111.6-
1.61
UngroutEJ CMU. (AS7M C-90)
1 2
1.61,
Concrete thin 3 5 mi)
1 1-1/4" 1
1-31C
1 1.61,
1
1-
1 5/19 Steel Macon — GroutacCIMU fA . S1 . M �90) 1 2-1/2" 1
1X WOOD SUCKSTRIP, - MIW OF 3 THREADS BEYOND THE ME AL 1UIJ1 I HAI 1.
SEE NOTE 2, THIS SHEET 'UNGROUTED CMW VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPUCABLE.
INSTALLATION NOTES'
1. USE ONLY ANCHORS LISTED ON THISSHEET FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "I X", ARE BUCKS WHOSE TOTAL THICKNESS ISLESSTHAN I -Mr. INWOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. MOD BUCKS DEPICTED AS '2X" ARE
1-102 111,1,ORGREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY AUTHOR" HAVING JURISDICTION
3, FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIM TO PROVIDE FULL SUPFoRT TO THE
WNDOWFRAVIE.
4. 11- APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
MrWrai
i F,
MA F�
III w
Imw
410S..—
rehl
11okw
mico UftraCo�
155 INJ
4127AW
I"Radi
410 SS Elco cm�F�
IW7W
Rke,"AINirinum
16-hii-
AN SWI
wul
WWI
G, 33 RNW S�
MNI
NO CHANGES TH IS SHEET
2
UU
>
�2
:a;
0
'N H
0
0
0 A
77
P!
0'
>
z
0
0
Z
z
0
z
<
P,
0
9
x
z
00 LYNiv
.... ......
No.55705 s
A LYNNMIULER.PE
REM58705
Itern
PGTPan#
Description
Material
I
425X
Flanged Frame
Alum. 6063-T5
2
4285
Equal4eg Frame
Alum. 6063-75
3
4256
Integral Fin Frame
Alum. 6063-T5
4
4255
7119' Lani Glass Beading
Alum. 6063-T5
5
4254
I.G. Glass Beading
Alum. 6063-T5
6a
4270
Installation Fastener Cow
Alum. 6063-T5
61,
4224
Installation Fastener Cow for Curves
Rigid PVC
8
1 4267
17/16' Lani Glass BEading f3rCurves
Alum. 6063-T5
9
4269
I.G. Beading for Curves
Alum. 6063-T5
10
70589C
I'asket (at�g(e comerjouts)
Polyethylene
11
P247/8
T
Vinyl Bulb V atherstrip
Flex PVC. Dum. 65 +J-1
12
61308K
jFcann Beading Tape
13
Doy, 791,
899, 995 or GE 77DO Backbedding
Silicone
20
71652K
Setting Block, Mono. W16" x 7116" x 4"
Neoprene, Dune. 85 +1-1
21
71INAK
Setting Slock, I.G. 3116' x 1-313Z' x 4"
Neoprene, Dum. 85 /-1
29
7EIX114FPT)
#6 x 1-1/4' FH SMS (Curved Beading)
Stainless Steel
30
781PDX
98 x 1" Quad PH SMS (Assembly)
Stain ess a
75
Kommedlng Kodispace 4SG TIPS
See this Sheet for
Materials
76
Quanex Super Spacer nXr
77
Cruanex Dumseed Spacer
78
Cardinal XL Edge Spacer
ASSEMBLY DETAILS F
FLANGE & EQUA
094' 2 21W
ow --4L-
062- 074- C62
2� 1. --T 1.375'1�
oa .1751 1 1
1.87 430- R T' -418" 438-
I tow W��V� i 50V
-Flf— 05'.. —T T- .05W'-
(DFLANGEFIRAME (DEQUA.-LEG FRAME .12Y 077'
t �"�FIN FFAME
87Y
.�Fl
.875,
1.03T'
j -1 970.
.875-
34V
875�
oeT
711WIAMI
CLASS BEADING
T---�t-- .05V
(DI-111VIZ.GILASS
BEADING
050.
Ga.) INSTALLATION
FASTENER COVER
T7:4— I
0 7116'LAMI
GLASS BEADING
FOR CURVES
T—H �Wiv
1 G CLASS
@9 BEADING
HOT -MELT
SILIC E ou"Tr"
STRUCTURAL
POLYISD- 1W N s"W IN
BUTYUENEWrrH ONTRU--j
8
DESICCANT S"L.1 E
F-AN INITH
EXT. GLASS!gINT. G Ex UEE'_ LAS
T
"T
KODISPACE 76 SUPERSPACER'
4SGTPS 8NXT'-
ANGLADICURVED
'G L' UV '
RAN 'EMBL'
FRAMEASSEMBLY
E
go- CORNER
I
FIRPMEASSEMBLY
t
10 1
AMCORNERSTO
$AE
USE WKET
ANDIOR SEALANT
EQUALLEG FRAME
ftF�GE
EXTERIOR
\'-FI-ANGE
FRAME
EC[UALA-EG FRANS
MITERED FRAME AITH INTERIOR EXTERIOR
ANDEXTERIORIFIRAMEAULDS
FFAME
(SHOM)ORCORNERIKEYSAT
(B
SCREW BOSSES. SEAI-ANTATALL CORNERS
ALL CORNERSTO
USE ONSKE'r
ANDIOR SEALANT
ALUMINUM SE DESICCANT ALL
REINFORCEMENT POLYISOBUTYL NE,
BAL
0M. SILICONE
M
"""'NOM
a X - L FO
DESI T STAIRMLIES!
EXT �E. EXT, C %*I NLT G
S a, . GLASS LASS
DURASEAL' XL EDGER
SPACER OSPACER
ASSEMBLY DETAILS
I FOR FIN FRAMES I
ANGLEWCURVEn
FRUVIVEASSEMBLY
EXTERIOR
��2
MMEREDFRAMEWTHINTEIRIOR
AND EXTERIOR FIRAMEINELDS
(SHCANN)CIRCOMERKEYSAT
SCRIEWBOSSES. SEAI-ANTATAI-LCORNERS
NO CHANGES THIS SHEET.
W
Z2
R
4
0
W
H
0
<
0
cj�. 2'
W
.
Lui
0
W
D
W
Z
0
z
A:
0
0
0
9
Z
<
T715
0
W
z
I,
z
0
X
LU
W
X
0
80"NNED
By .
St. Lucie County
MIAMI-
MIAMI-DADE COUNTY
MN= PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas 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 Mianii-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 . I fil 'I
,gr-mat,enal tai s to meet the requirements of the applicable building code.
This product is apprre e., c ke--htrf#n, and has been designed to comply with the Florida Building
el
Code including th, g Velo I H, can
'0 oe-
DESCRIPTION: fles "SH7700A" Alurni Ulm Single Hung Window - L.M.L
: D o. 7700NOA-1, titled "Aluminum Single Hung Install (LM)",
APPROVAL DOEEE F
sheets I through I I of 11, dated 04/01/18 prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearin he ade Product mp with the Notice of
�y oduct Contro ec
9 the Co��
t r"ade County
a
Acceptance number andl a !� aI t7=ate by the Miami-D County Product Contro ec
4C th all Mis il Zty
LaMe and Sim s a pact Resistant
ov
MISSILE IMPACI. G: Large and Small Missile Impact Resistant
LABELING: Each unit sha ermanent label with the manu �s name or logo, city, state,
in -Dal 0 ro net Control ppro unk
model/series, and following statement: "Miami -Da a oun roduct 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.
TERP40NATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E- I and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.F.
NOA No. 18-0430.06
ExpirationDate: August23,2023
ApprovalDate: August23,2018
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
through 11 of 11, dated 04/01/18, 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 an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7835.1, dated 04/03/18, signed and sealed by Idahnis Ortega, P.E.
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, and TAS 202-94
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
�anuel
Cc
O,ntr
1��n
.t�
Product Exa ine;
ine
NOA Noj- 730.'06]
Expiration Date: August 23,2023
E-1 Approval Date: August 23,2018
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMTrTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol@ Ultraclear, Clear and Color PVB Glass Jnterlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6tb Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez, P.E
G. OTHERS
1. None.
Manuel er E.
11
ProductContro]E a ner
0. 0.0
NOA No. IS 30.06
ExpirationDate: August23,2023
E-2 ApprovaiDate: August23,2018
1) THIS PRODUCT HAS BEEN DESIGNED &TESTEDTOCOMPILYINIMMEREQUIRENENTS OF
ME FLORIDA BUILDING CODE. MCLUDING��IGH�OCWMRM�EZONERiVHZ).
2) SHUTTERSARE NOT REQUIRED MEN USED IN WIND-BORNE DEBRIS REGIONS. FOR
INSULAITED DOM INSTALLATIONS ABOVE 30' IN ME RATE. ME OUTBOARD ME (CAP)
MUST BE TEMPERED, USE ONLY GLASS TYPES 3.7.12.13 OR 15.
3) FOR MASONRY APPLICAMONS IN MRAMI-DADE COUNTY. USE ONLY MAMI-OADE COUNTY
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR WALUATIONS WERE
SCUMNERNPINE, ASTM C90 CONCRETE MASONRY UNUSMD CONCRETIIEWITH MIN. KSI
PER ANCHOR TYPIE.
4) ALL WOOD SUCKS LESS MAN I -In' THICK ARE TO BE CONSIDERED 1X INSTAULATONS.
IX WOOD BUCKS ME OPTIONAL. IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. MOD
BUCKS DEPICTED AS V ME 1-112" THICK OR GREATER. 1X AND 2X SUCKS (WHEN USED)
SHALL BE DESIGNED AND SECURED TO PROPFRLYlUANRFFR I TRIM T11I THP �l I� Wg/
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCM USE ANCHORS OF SUFFICIENT LENGTH TO ACHIENIE REQUIRED MIN. EMSEE
INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALING & FLASHING SURA�
6) 114- NUU(. SHIMS ARE REQUIRED AT EACH MCHOR LOCATION MERE ME
NOT FLUSH TO THE SUBSUV�M. USE SHIMS CAPABLE OF TRANSFERRING Al
B. POEMS DESIGN LEADS BASED ON WATER TEST PRESSURE. STRUCTURAL IS CYCLE
TESnNG AND GLASS PER ASTM BUDS.
C. DESTGN LOADS ARE BASED ON ALLOWABLE SURESSI DESIGN. AGO
8) ME ANCHORATGE METHODS SHOWN HA!kIE BEEN DESIGNED TO RJESIST THE WNDLOADS
CORRESPONDING TO ME REQUIRED DESIGN PRESSURE ME 33-ln% SUISSE INCREASE
HAS NOT BEEN USED IN ME DESIGN OF THIS PRODUCT. THE IS LOAD DURATION FACTOR
WAS USED FOR ME EXALUATION OF ANCHORS INTO MOD, ANCHORS THAT COME INTO
CONTACT WUM OMER DISSIMILAR MATERIALS SHALL MEETMe REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE
9) METAL SUBSTPVkUE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE REMEWED By ME AUTHORITY HAMS
JURISDICMON.
10) REFERENCES: TEST REPORTS FUL 18-78311 & 18-7MS.2; ELCO ULTRACON NOA-. ELCO
CRETEFUEX NOA; NATIONAL DESIGN SPECIFICATION FOR MOD CONSTRUCTION.
ME WI&PA NDS & ALUMINUIII DESIGN MANUAL
II)APPLI RESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
=]R150AMI P �'A� �H�F�TIQA��M� — Q-0
DTH
MUTH
I---
---A WIDTH �--
T
T
I T
IS
ALL SHAPES WITH ALL SAISH CONFIGURATJONSAREAPPROVED. SHAPES
MY BE USED BY INSCRIBING ME SHAPE NABLOCKMD OBTAINING
DESIGN PRESSURES AND ANCHORAGE FORMAT BLOCKSM FROM ME
TABLES ON ME FOLLOWING SHIBEETS
TASUES6&7
E.=.�PGPCA f -
TAB 6�
9-1w: -
MAX. BUCK)
Tl
53-Iffl- MAK. TIP TO UP WDTH
TABLE 1: ALLOWABLE GLASS TYPES
DESIGN PRESSURE RATING IMPACTRATING
MAX.
I I
0. SEE
SHEET 1.
- -T-
17-NIV MAX. DID
TIP
12-VIVIVA)L GO
T
-
T
-E`--T
)
I�SJJVMAX. 0 -
i
r MAX.
OZ.
BIT.
TYPE
DESENPV.,, (LISted I.. Erlad.,W ltvarl.,)
DP
TEM. IT
;;-
V8-AN.D90- PVB, US -AN
—2
2F
INUT UG: 118' AN CAP, AIRSPACE, 11W AN —.�PVB, lIT AN
—2
Z�
IVTV UG: IIW V CAP. AIRSPACE. VW AN-01SI PVB. 1/8'AN
3
4
VT HS* �09W PVBr UF HS
4
5
3/16" AN.My PVB, VIV AN
4
0
13116' UG. 3M V AN CAP, AIRSPACE. VV AN. OST PVB. 1/8' AN
4
7
13116" LIG: 3116- V CAP. AIRSPACE, 1/8" AN. XKY' PV8. IMAN
4
8
306' AN. 090' SG, WIF AN
. IVIHS
5
10
1NIVUG:IM'ANW.AIMPACE,118'HS,.MSG,116'HS
5
11
lVI6`UG,VB-ANCAP,ARSPACF.3IIGAN —�SG3116AN
—5
12
1WIF UG: US' TP CAP, AIRSPACE. 118` HS,.OW SG. 118- HS
5
13
13116" UG, Iff TP CAP, AIRSPACE, W16' M..0110- SG, Wl�AN
5
14
13116' LIG: 311V AN CAP, AIRSIDACE. LIT HS, SG, UT HE
5
15
INIRT LIU W16' UP CAP, AIRSPACE, 118` HS,.W SG, US' HE
5
CODES I STANDARDS USED;
-2017 FLORIDA BUILDING CODE (FBC). SUN EDIVON
:ASUM E1300,09
ARS11AF&PA NDS-2015 FOR WOCE) CONSTRUCTION
TIALUMINUM DESIGN MVVIUAL, ADW2015
-AISI Sl Ml 2
-AISC 360-10 F 7
52-11W MAX. BUCK MOTH
-.-I �-- 5"M.O.C.
w
4-11116" MA)I.
� "llurMA)L
BUCK
HEIGHT
ELEVATION FOR TYPI,,FIN ERAME SIHO
'ONFF
EQUAL-LI I E GURAT OXN WITH
USER INSTRUCTIONS
1) DETERMINE ME SUE SPECIFIC. WNDOW OPENINGS DESIGN
PRESSURE REQUIRENIENT FROM ASCE?.
2) MOWING YOUR GLIQBNG OPTON ITABLE 1). WINDOW
CONFIGURATION MD SIZE. DETERMINE YOUR WINDOWS DESIGN
T`KtSbUKt I -Kum TABLES 2-5. IT MUST EQUAL OR E)(CEED THE
DESIGN PRESSURE REDO REMENT FOR ME WINDOW OPENING
OBTAINED IN STEP 1.
3) DETERMINE THEANCHOR QUANTITY FROM TABLES 6 a 7.
INSTAU. AS PER SHEET 7 FOR FLMOE NSTALLATION, SHEET 8
FOR EQUAL I-EG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN
INSTALLATION.
NOTEOESIGN PRESSURE RATING DEURMINATION IS ME GAME
PROCESS FOR AUL FRAME TYPES (FLANGE. INTEGRAL FIN 01
EQUALLEGIBOX).
SG- KURARAY SENTRYGIL'LE0 INTERLAYER BY
KURARAY AMERICA. INC.
P%I13 = KURARAY TROSIFOLP PVEI NTEFUUkYER BY
KURARAY AMERICA INC.
AN -ANNEALED
HE . HEAMTRENGffHEI,IM
TP-TEMPEUEO
GENERAL NOTES .................................... .......... _ 1
EL�ATICKS ............... . ... .. ... .. ..............................
1
DESIGN PRESSURESIGLIUVNIGUETAILS.
- 24
ANCHORQUANTUTES ...... ............. .........
.... IST,
INSTALLATION, FLANGE .............. ..... . ................
7
INSTALLATION. EQUAL LEIG-- ............ ... ..........
8
INSTALLATION, INTEGRAL FIN .. .. ........................
9
EXTRUSE)hl PROFILES ..... ..... ...... .............. --
10
ASSEMBLY & PARTS LIU ................ ... ........
11
No. 58705 s
A LYNN MILLER. P.E
--r L-� / - �b. E) CD
TAOLP �
gone. �
vown,tion
kaG.Ran,e
Smh Height
ReOpe S.)
Design Pmsoy r Glass Types 1 & 2
�E2LIbslft) ft,
", s'%T'wtJo
(2
18,
1
WI
Y 3r I
I 4r
4
1 ev
5�lw
2V
EqtaHll.
MAM
me
�Oc
J'So.
Iu, 0
me
400
'1�5-0
� 0
1 .65'a
Isle
nl
-80 0
1 .65 D
1 -80 0
In,
"10
�A
ISOM
IWO
430 0
1 -MO
IWO
-00
�O.O
-no
-oOD
1 185.0
430A
+ .0
-11DO
+650
1 4MO
*660
-ISO
III
S�ol Pondeor
IWO
IWO
I +no
oO,
*as
-,,,.0
*no
, a
Ino
-,,0
+Me
�Lo-
InG
-aaa
+65S
m.
S�t
12W4 - lZW3
Ins
.65o
InO
#S&O
�aO
4WO
-IIoo
Ino
-soo
+no
+%a
�O.O
IWO
�o
Equaaw
IR02
+WS
In 0
-OI]o
.660
sao
.0.0
Ioo 0
In,
,0
..a
I. .
-IISO
�55'0
.43ao
Mardsm Pwuw
15,94ol - 18.651
+nQ
ISO 0
1 ISS 0
.00.0
.0.0
IBSO
.65.0
IWO
.65.0
Ino
In 0
�OO
In D
Oo
+65.0
-800
Ca!=81me
15131-15.W
S
OnD
I()o
I Ifto
.0
+00
ou,
4ne
-mIO
+65.0
�o
+00
�o
'00
'mo
W.O
4000
OUSIXon Sce
14131-15.130
1650
IISO
1+610
410.0
ISOO
Lee
S&O
-OSO
no
I,,G
as
Me
-,,0
In,
-,,o
Swest
12 4" - 14. DO
Ins
Ins
4SO
1 WD
410 0
.55S
+65B
� D
IWO
-130A
+WS
�MO
-00.0
+00
Iso D
EcuoNd.
2Z9W
+So.
1650
�OO
I +nD
� 0
+00
-BOO
+6&D
�D 0
InO
�O
+no
-810
+SSO
�O.O
*W,
1,,0
CaMon Sao
W 131 - MOM
In.
+WO
SSO
I *WD
-0.0
+WS
�O
In 0
10 0
+WO
00 0
7FD
75TO
-Za-0
40,
� a
-ov a
Strong, P.
18WA�Xtm
Ins
Ino
40.0
1.00
-sav
.0.0
loo
+00
IIo 0
-6SO
4143.0
+no
Iwo
-me
-46.0
IWO
-aaa
451
Cuoirrn Sao
IOA31 I I&S"
+WO
+O�.
40.0
-01)
WS
WO
4100
+no
M 0
+65.0
Me
M.,
40,
Wo
-no
Cestm Sao
415-A3116,11m
+55.9
IWO
-:40m 0
46SD
.0
'Wo
Hose
+65.0
-80 0
165.0
Isla
+W.O
4510
+650
'000
Koo
.0
Ca�tm Sao
+no
IWO
431S
+W0
-80 0
465A
�DO
+no
-OOS
4650 -
- -
Mo
-
+no
+Me
�S
+0+0
480 0
7S
IZ,RX-14.130
IWO
INS
,no
-
MO
-
�O
-
IMIQI
-
-A�
+WO
�O
-no
410
-G&O
�O
�O
-80D
V-zo�leo
F-077
24.
me
Iof
'�o
1"0
mOo
),no
no
-aao
me
sII.O
-.0
1,00
me
-amo
�o
-soo
�.. Sao
V.131-24�OM
+S&O
+no
+nO
-±S
40,
�
�
P+WS
-K)o
IMO
-60.0
lWo
-oaO
+65.0
000
SloadoWP..
20194-MIM
In
IWO
--000
0
+Wo
IWO
-G&O
4300
+650
IR)O
+65.0
40Z
no
-W 0
*no
0
+65.0
43oo
49,
QIo� UO
18 131 - 20.193
+SS.O
+We
�()
In D
+MD
0
-800
*65+0
-BOO
4611)
p 40 D
+nO
410.0
+No
-no
;gE
:�W..
AS
. .
Set
16.131 - 18.1210
+G&O
I..
4SO
_O
+fI&O
_.
-WO
*WD
-800
InD
�O
*nO
-BaO
Ino
4110
*WU)
410.0
Ina
IM D-
Sao
14A31-16130
.n.
*WX
1500
In 0
+650
_ 0
-:W.-O
-TEFD
-Too-
-;u-o
-:i5SWO
-Too
IWO
Iao
+no
�S
IWO
-�e
S�aot
12,64 .14.130
+65 D
IBOS
-650
On .
-WO
ID
.65.0
-i)DO
.65.0
IWO
no
-aO.0
+WO
400
.650
-WO
+65.0
.75.1
Eqw4fte
25��7
+nO
-8aO
IWO
+W.
0
IWO
.0.0
4o)�O
Wo
Isla
+65.0
WO
as
5SO
-Me
Me
IWO
-843..
Camboo, Sa.
Zo,131 - MnI3
Ino
-so 0
Ino
Ino
.1300
0
.1.
-600
.0.0
4100
1&0
430.0
me
Iolo
+Wo
�o
IWO
�O
S� �m
MW-241M
Ina
4301)
In 0
an 0
IWO
1651)
400
1650
-SMO
IMO
ISIS
IWO
-:��O
-79-0
-:F.-o
-;F5-O
D
ontom Sme
20. 131 20 843
+650
.800
1 Ino
SO
imIS
no
1%)0
WO
ZOO
nO
7W-c
7H-o
-Zo-o
Tgo
-Bo,
IWO
� o
CUstao Sao
18.131 20, 130
1850
43oo
W.
I +WO
-oOo
+65o
4OS
-no
� 0
-650
-
ISOD
-
I"
-
IOSD
-
.0,11
�o
+050
43SO
Cae= Sae
1&131 18. ISO
-660
ISSO
IWO
1165.0
�O
+65S
-8MO
10.0
He 0
IWO
-Ono
WQ
oe,
+no
�o
In,
",
Got. Sao
11131-1&1.
-Me
IoSO
1 nO
1 Iss,
me
saa
+Wo
-ou 0
-650
4m).O
we
�mo
.00
4N)o
+He
.7&1
Z�4-14,130
-650
no
:FOO
.65.0
�o
165.0
43(3.0
+no
I Alo
I no
.8 0.0
-65.0
.739
lzno44Ia-/
31.964
+WO
-8QfD
I In.
I -BQ,_R,
-65.0
SOO
-0.0
-801)
+650
454)0
+no
130 D
+no
4810
+550
430 0
Uakm Sao
M131-31.961
+CSO
-""J�O
.65 D
M 0
-6513
� 0
1650
461) D
656
Ii5o
+no
�o
no
�n s
Slooda,d ?�.
M 'n,130
'550
4501)
;M-O
400
T-
W.O
�O
--E-0
-49.'0
7WO
IWO
no
-800
.65S
40 0
IWO
.719
C,ol� Sae
24.131 1 25 793
no
_oSo
no I
IWO
+nOl
me
.65.0
+no
40,0
+no
4650 1
100
1650
-7Z7
67
C"I= Sao
M 131 - 24 130
10.0
-60.0
+65S 1
ao
In, 1
-80 0
'65.0
-MG
�0.0
IWO
43SO 1
-6501
-788
IWO
-7D,5
Sao
W. 131 - MIM
+S&O
410
+WO 1
4100
InO 1
400
'65.0
-80 0 1
*00
-813S
+00
400
+no
-77.1
+55�O
�4
Custonn Sao
1
1&131�MIX
*S&D
1!0.0
*no I
IWO
1650
4800
IWO
4100 1
#00
4310
-650
IoOO
-6&D
-75-4
-7-M-0
aS
Can. Sao
16,131 - 1&1W
Wo
�O
Me 1
-100
In,
-sO
We
�O, I
In 0
-no
no
.771
In D
.73.8
-647
-647
Shodost
11194' � 15 IM
+WS
-801)
W,O 1
-4313.0
+65.0
4300
-650
-800 1
+65.0
-75.9
.650
-71.8
+650
-682
I6Z3
+62 3
E"Hh,
m`I64
In 0
400
Ins I
IWO
-65.0
-80 0
-00
-800 1
+65.0
IW D
+65.0
4800
.650
WV
-.W,
n 9
Oa,W�Sizo
W.131.W463
Ins
IsM)
-910-
-me
� 0
-65.0
Ise 0
-650
Me
+no
-soc
+no
-IIao
IWO
-ma
+no
_711
Ost. Sao
U 131 - X IM
IWO
-:W-
'!a
IWO
� 0
IWO
4343.0
+Wo
IWO
+Me
� 0
InD
-�.9
no
4B4
S�FaMa�
30.99,1-34130
6SO
0
- .45
-foO a
'MO
430 0
In 0
-oO 0
�6&0
40.0
+65.0
-800
+65 D
7
Cal.S.
30.131-30.9n
-;F5
0
-0
no
480.
-me
IW 1
-0.0
410 1
'I
-650
-7&9
165D
Cao. &.
M131-31)IM
OF
-;f-
-
4WO
-WD-
��5
1&0 0
no
-no
mu
:w. 0
Ino
-Tal
±191S,
IWO
--?&3
-;�o-o
Snanoet
_Z2
5.0
-+650
ao
nS
IWO
me
0
Ino
-7&9
*me 1
.71.8
In 0
-l!
E�j�.
�-
+MO
V
a 0
+650
0
.65,0
w
Can. Sla.
311131 42�
70-
+00-
DO
+610
a
0m.
-00
�5,6
S� P.�
!l
-M3
ZZ3
NMNJMUM�Hhhloohl FURt�UEDWNDOMIS:�PMTPHEIGM-0.391
IMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAl- MG WINDOWS IS: BUCK HEIGHM.,I8.391
MINIMUM SASH HEIGHT FOR Fl-ANGED. RADIUS TOP WINDOWS IS: TIPTO TIP HEIGHT-4RM
MINIMUM SASH HEIGHT FOR INTEGRAIL FIN AND EQUAIL LEG. RADUS TOPWNDOWS IS: BUCK HEIGHT-48SM
1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EOUAI,-UEG WINDOWS, SUBTRACT V FROMTHE TIPTO TIP DIMENSION 11 WE TABLE 11 DETERMINE WE WNDOWSIZE,
2) FOR SIZES NOTSHOWN, ROUND UPTOTHENEXTAWkII-ABI-ESIZE.
3) FOR RADIUS TOP WINDOWS. MIND WE SNMLLESTWINDOWSJZE IN THETAS� ABO� MICH WE RAD:USTOFWIMDOWWIU CO.VPUETEI-YFITWWIN.
4) WINDOWS WITH WE LOWSILL OPTION ARE LIMITED TO A MAXIMUM POSITAM DESIGN PRESSURE OF -85 PSF. NEGATIVE DESIGN PRESSURESARE UNAFFECTED.
---1 F- WIVNOM.
GI.ASSSTACK
IzANGt.ASS
28
la'NOM.
A4
GI -ASS SITE
EXTERIOR
110
I
75
34
GLASS TYPE I
6-NOM.
'GMS STACK
O9Q`PVII
AIRSPACE
118-M GI.ASS
IMIAN G��S
31
75
453OR 5B
*
117.1,10M.
XTERIOR
GIIASS SITE
<3
70-73
&R 5B
GLASS TYPE 2
AN-ANNEAUED
TP= TEJ14PIERED
HS- HEAiT STRENGTHENED
0
-0
Lo
of
<
So
z
0
z
0
z � so
U.1
I
C,
I
M In
00
U.1
1-
owp
W z
z
7)
0
W
-I
z
W
<
E
ICE
No. 58705
AUvNNWU-ER.Pc
PEoW105
TABLE 3
Dd. SM
NP.�
Dosign PmSum (IbSVj for GLass Type 3
TPIOIDPW�
Ir
I 2F
33�
I
3r
III .
1
1 49.
U."r
Ea(AW
lz�
.650
1 400
1 +650
1 ADO
+650
1 400
*55.01
ADD
1 �65 0
ADO
1.65.01
lol
. 0
AD 0
Do
ADO
E,Id4te
IBM
�o
1 4DO
LOD
ADO
.650
ADO
i �.�No
i I
AD
'As a
ADO
M.
.V
S�P�m
IZM.I&M
_Tz�_,Z_m
�o
_;F0_
ADO
;ffv_:mmO
+��D u
Z.
-2.No
A.
;;'180
pllff"O.
. 0
ADD
1.2
61,03.1 -
7mo-
7-H-0
4wo-
no
4mu
�UlAuul'no
�aa
I no
I ADO
no
ADO
-010
410
Equdafta
19662
_W�_
+MO
_;_
ADO
.0.0
ADO
-no
ADO
no
ADO
-no
ADO
.650
20
�O
*nOD
-no
0
-no
ADD
S�PWw
19 Sol
%-D
70YO
_4�MO
AD 0
_AD,
ADD
*0
4D'O
.0.0
ADO
3BNW
OPtOO SV
15,131-159,13
�OD
-801)
_V.O
76-5-0
-
.80.0
N
4am
�! 50 50
400
-85.0
ADO
.0,0
ADO
+n'
AO
C�stm size
74-131 - 1-5 M
70-D
76-5-0
-75-0-
-:00-
0
ADD
+G&O
LO
1 1;�O
AOO
+ 0
.0
Mo
ADO
+no
ADO
12.��IMW
+6&D
-.Ea-
AID
-65D
-no
6�0
ADO
50
AD
-
Avro
- 0
ADO
. 0
ADO
.65.0
ADD
EO�HmP
21w-
70-
ADO
+B&D
ADO
�O
ADO
+ftO
ADO
+Mo
ADO
-no
ADD
+no
_Z3
S"
M131-MM
_�w
+0.0
_;656'
ADO
-:00
-UD-
0
+MD
AD 0
*
295 20
4MO
ADD
�&O
400
l6&O
ADO
765-D
_-WTO
SlPmMwclp�m
To 130
-;-650
40.0
. a
400T
_!S�
InNo
+ 0
;imao
'AD
4F.LRO
So
ADO
no
AD 0
+65.0
ADO
4�
C�t. S"
To 131-18M
7FS70
705
765-0
.0
+ D
ADO
-z-
I Olo
o
AD �D+m
ADD
-W.0-
-;6-5:0-
I �oo
I �'o
I ADD
I no
-4'-'
Ao'
no
ADD
+.l.
ADO
1+0 1,
ADO
-no
I ADO
I +nO
I ADO
I +D,O
-490-
�o
no
�o
-65.0
�O
ADO
I *no
ADD
+mo
ADO
I +no
I ADO
I 7EU
7��O
ADD
+nO
ADD
no
4
�-O
ADO
-no
411.0
+650
400
1 +65D
0
±5 a
4 Do
+no
ADD
+1"
+
C__
.S..
.131 - N
ADO
.6�
-7-
_:Fl-1
7n.
AD,.
+n.
'no
u
,
no
AD
+.D
S�P�.
mum.m.m
7m-o
7�D-
o
_:R_D
no
_79D
-
ADO
-
+650
DO
+ao
SIZ-
1&131 M 10
I
-=WO
-M-D
7F�jl
ADO
-,nO
7-D.
rr
�O.Siw
1&131 1& ISO
+igo
:mo
;To
7WAO
7U-D
ADO
7;00
-m-O
+650
ADD
+
0
no
0tJDW So.
14.131 - 16 130
.0.0
41F.
_Z TO
0
0
-z-o
no
400
'650
ADO
*6&0
ADO
SI`Pt.t
lZ464 - 14.130
7M-D
_:W0_
7&D
_;_W_D
_;_w_O
Do
�So
ADD
.660
ADO
E"�
25.M
-9.11
7u-D
ADO
+650
ADO
"s 0
AD 0
.65.D
70-0
+65.0
ADO
.
Mo
M
Vo
C�I. Sl��
31 -ana
7u-o
_4ou-
70F
7no-
ADO
.
+65.0
AD 0
+65.0
ADO
boo
2
20W�24M
M-0
_ZF0_
70D
_:ZR�FO_
_7;M__D_
40.0
_450-
-
ADO
no
ADD
Size
'Asm
ADO
-no
-:910
7S&O
ADD
_t9MO
_456.5
"MO
AEG
�U
ADD
o
+ma
'0
ADO
001bro S"
1&131 - DO 13)
�o
ADD
-650
--7m-o
AD 0
_T4nD
_:jD0_
7TO
o
ADO
C�tMSD6
1&131-181W
-T4-.13118
.0.0
ADO
+no
-ADO
:550
-;M-o
_:j5.-O
76'Do-
- �,O
7�65,0
0
7�
-:�D
b,
D ,
�n
C�t= SIZe
I SO
___
765 0-
_;_O
7w. 0-
7WD
765-
76FT
_40-0
7NOF
7�0_0
_�,
;0&0
��Fo_
D
ADD
a.
.0
Sh"M
12� 14 IM
65
4M.-O
=
00
7WTO
+nD 1
ADO
.766-0
7FO-1
7 -
.0
7no
7�a_o
.
+"".
ADD
0
E�41.
31,IiG4
'A"'
AoO
+65.0
1
-no
ADO
'ADO
A00
+6DO
ADO
+OLD
+
+mo
0
131 31.903
+n 0
AD 0
+650
ADO
165.0
AD
'no
ADO
+.o
AOo
S�P.
29-m--alm
-010
40�0
Ino
ADD
+no
A do
;sKO
ADO
;s�o
ADD
ADO
C-� Si-
74 131-2 5 793
_2TI _�4
T__G
65
_;��D_r.._T.To
_.W0_
m 0
0.0
5 D
0-
no
0__
45-
AOX
.00
"1
+15D
D
Cust= G..
31 1 DO
';U5-0
Fo
-no
D�O
-65D
ADO
CUM= sl�
9131-Z 130
.6-0.0
765-0
ADD
-ftO
ADO
-;-65-0
_41F.-D
.660
0
. . . . . . . . . . .
0
- '0
.0
_76TD
_7a 0
C.t. SIZ
"I A 'M
ADO
_;ffO
750-
7W_
7VTO
�
7S& 0
-TO-0-
:ED 0
165,0
AO, 0
'0
a
no
�o
-;65-0
-,&a
CA. S�
11131 - 111130
+W.0
ADD
7V07D
_WaR�D_
7WO 0
74160-
-no
ADD
-65,1
0
+6&0
0
+65.0
-na
71-1wisAm
-WO
ADO 1
-650 1
ADO
.65.0
ADD
no
ADO
�&O
ADO
-no
0
..
1
-71.1)
El"4ft
313464
�6;5
ADO
+NO
ADO
+55.0
ADO
.650
ADD
0&0
ADO
no
0
-no
0
AA&D
ADO
Co. S..
__a�
Sol 31 � X4EI
5� 0
ADO
+05D
Au",
_;F5T
_Ta_O
_;u_O
__Zo-o
.%0
ADO
no
:ao
no
ADO
Mo
ADO -
I. '.
's�
34,131 - X 130
*MD
ADO
-no
ADD
-41-0
-jawo-
0
-�M-o
0
0
� a
.0
. 0
ADO
-65b
ADO
+65,0
-79 A
� P..
DDSU _ M 130
7wo-
_;jF0_
7wo-
-4ro
7-mo-
-wo-
-
*no
_�O
_'M 0
_�O
_�O
ADD
�.D
0
-0.0
_75A
C�t= &.a
X-131M.M
-;7M-0
-Wo
0
AD 0
-;-M-o
-w-0
-+n
C4IPP S.
13 -301"
7w
-mo
no
-�wo-
4 .0
So
0
_;65 -
0
-
-00-
_;RiD
alo
�a
S.t
2SAW.-alm
no
ADO
no
ADD
So
ADO
+650
ADO
no
ADD
no
0
7
4N�
I
E�4de I
4Z
-65.0
ADO
+0,0
ADO
-6501
ADO
+650
ADD
�o
LO
+65.0
�O.
+65.0
a
.79.1
M131 - a463
n.
A00
mo I
ADD
AD I,
+D,'
0
+no
7E
-nO
.748
....I
m.lN..wl3o
�550
ADO
+65.0 1
ADO
.0
ASO
-n.
�0
mo
�vGzu w4v�;� ... T., T� ... ....... �,n
MINIMUM SASH HEIGHT FOR INTEGRAIL FIN AND EQUAL LEG WINDOM IS: SUCK HEIGHT - 48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TOP HEIGHT - 49,806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.805
1) TIP T"P DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUI WINDOM, SUBTRACT V FROMTHE MP TO TIP DIMENSION IN THE TABLE TO DETERMINETHE WINDOWS211
2) FOR Sl�$ NOT SHOA%L ROUND UPTOTHENEXTAVAR-ABLESM
3) FOR RADIUS TOPWINDOWS, FINIS -THE SMALLESTWINDOWSIZE IN THE TABLE ABOVEWHICH THE RADIUS TOP WMOMWIUL COMPLETELY FITWITHIN.
4) WINDOM WTH THE LOWSILL OPTION ARE LIMITED TOA MAXIMUM POSITIVE DESIGN PRESSURE OF 155 PSF. NEGATIVE DESIGN PRESSURES ME UNAFFECTED
13/16-NOM.
GLASS STACK
GLASS
mIT1,411
atall
ff'-'agp 221
GLASS TYPE 3
AN- ANNEALED
TP-TEMPERED
HS- HEAT STRENGTHENED
!-D
ILL!
0
Do
0
0
1,
07,
0
0,,
z �r
Z
0
<
F
DO
Z
z
z
D
0
w
0
Z
DID
A,.r
;i
* :: No. 587M
A LYNN MILLER, P.E
REAS8705
4
Design Pressure (Ibliffe) for Glass Types �7
S.K., See,
On.roce
WIN.Rares
sPi WN
Ral Or)
Me To TIP
Wdfth
ni/g.
EzziaMfit.
124U
..so
400
Mwal-hbe
ISOM
745
79-0
31.
SBrdz4PrU"
12,09I.I&SM
�Beo
-aoS
shortiet
12,454-11sin
165.0
-80 0
EIPPMO --
---79-.m2
Zue
73
staiii PK`Gevr
is w - 10,651
1,50
Sao
Slier
CM107i
ia!31=15m
*111
aD 0
Onlorm Size
146131 m 15 !so
-mo
smo
swee,
1260M - 14,130
+650
40 0 1
. ..
*Bso
480 1
Mstom Sao
20 131 -=853
+W0
40 0
.�ze PBzi.
7-0
.
WOli
QSUPSIDe
IGMI-1G,583
+B&D
�800
C�Stze, see
is 131 - RAW
no
aeo
Qiit. Size
1461a - Is 130
.7M-D
-TO -0
sEffltl
46�1 --91111411130
-
`BM0
Eq�te
MGM
*no
'BaD
Cie. See
Bala-M.
+.E
..
SUPPaid FIVAM
mmiw�miw
me
-806.
49'
CUSUBISUS
IB6131-2(1193
+n0
4MS
Cialore sue
16131mIM130
+6660
�im See
+ne
40..
S�Biit
12464�14m!30
.00
..
mq�lte
MM
..Be
. B
size. S..
MISI-25776
i7n-O
410
StBzdxdPPBm
20"4-M.130
+MO
40p
SK,
�Uxri Sea
Is I, Bow
+6560
-Se.
CiPto" BUD
is 1 "' IIIISS
+'Se
Be.
Z!t!
17 � �
+GGo
Do
S ol. T�;
- 7 i ro
-6 To -
I
..w p
vm -14.im
+B10
Eq-14B
siren
'so
're
Cze. SL
Me 111 - 11.963
+CS.
a.60
SsidDid PPz-
25,791-211130
450
430
CJSKPI See
F4131 257M
-1-00T-�6761
I
Q. Due
MIGI-24.130
+650
-BID
BeslorraDe
06"I'22A.
iin.
-roo
BzG.GG.
1RIM w2DIS)
+`SS
"00
MoPI Size
1&131 = 1 &130
..
aDo
SIDI
1361W - IS IM
-;GT-
D
�e
Es.11P,
31461
'no
Be 0
SJ.
3F1-31X103
4F0
Isl-saiGe
in
9sl
1
.0
CPtP1iS1&8
11131-31GS3
+89 0
-800
Cusoi..Ize
IS. 13, - so. 130
+me
-Soe
'wre, i
2sim.-Mm
+ue
imo-
-10
E+650
-M
'Sao
DO,
-600
� [- WIG-NOM.
GLASS STACK
*pa" "S "a" HS CLASS
""' GLASS
I.. NOM
--.GTrE
1111VP14
7116- Nom.
116 AN GLASS
18" , CLASS
1- NON
--S BRE
B
Mg. MOM.
GI-ASSSzTACK
GLASS
GzTBRM
1�3
13116- NOM
GLASS STACK
AIRSPACE
ADS, PUB
116'. TP GLASS
IWANGLASS
31
GI,
IWIGM
OLASSBffE
GLASS
TYPE 7
D
IDS Pressure
Mr Glass Types
846
Bct� Cash
See
W G- Per,
Slash H
Pez".1oz
(n)
TpT.B
wel,
53-1/8'
2�
Eci-mite
124.
+8011.110.0
31-
E,.II,W
SIDIPUBBI P�Vi
IS.
129M-15963
+80 0
1 -110 0
shant
1Z. � 12093
Ino
.1 '1 0
E.141.
SPPP" Pulvem
19652
15.9,U-19.651
-ace
+80.0
�i ip.
10
.110.0
RG'S"
�51= SfZz
15.131 - 15 943
480,0
-11mo
CuBto,z Siz*
14.131-15 13U
... I
-1ID0
sizidoet
12.464-14130
+800
-1100
Eeniale
Is!964
"no
1 0
.1100
Cjsfam Size
suirwerpro�
M131 - 22,W3
is 6". 0 133
+801
.80S
-110.0
.....
45-
CzSUzi SIZO
16. 131 - 111593
+80.0
410.0
'1
Ontorn S20
15,131 - Is 130
+800
A100
Berize BUD
%131 w !also
+BID
-11QO
Shortest
1
E,i;Awiw
-00.0
.110.0
CUB. UB
IGI - . .3
Ga.
7317P.
SUBzUGJ FBABBv
20.194-PIA30
+00
-1100
4V
C.It. size
ma, -314 1 is
BCD
11F-0
0,.,. SU.
Ti 16-1 Do
-,7.-
1
10.0
M 5' S2'
13�1,2��O
111.0
-1101
ShI
7i 5
.810
M.
�Hfise
25 777
1'. 0
zo
CUSIDIP SIM
ZI1,131 - 25 776
.801)
.11. 1
UPd.`d Pie.
GG,
11ax.
Go.
CPPPT See
t
"
20231 -20843
+800
-780-0
1100
�3tw SPO
18,131 - 20 130
770-0
Cusiorii BID c
15,131- 18.130
+800
-1100
Q'IBBI are
1.,131 - RAS.
+ED. D T
71-0-DI
GBPIP,
GBPIP�
I.. U
V. - U 113.
"Be I
AIDS
Bq.'.I,.
Diqan
4801
-Is a
CZ-B-t=SUB
-9 131-31 Go 3
78-00
-11D.
T�-�P�w
-2-5 -n428 130
-;8-DD
I'De
CmDrii -S..
V-,131n 79a
+B0 0
-11.13
63
Cunt= size
. is, � D4,30
+sBo
.110'.
C,ot= Size
20. 131 - M130
+801
.1100
�MWSI�
1&131 ws0130
+80.0
CtBilm See
18.131-18.130
+Sao
-iloo
slinert
13,194- - MAID
+60 1
-110.0
eDia"Ge
3SAS4
+See
-m,
Quiptarn Size
M131-31IP53
4.0
-1100
W
Q,Itm SUB
U 131 -SS13D
#800
�j 110
Joe
_1100
_1100
IJMO
.1100
_1100
�110 0
MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TO TO TIP HEIGHT - 49.391
MNM MIA HH �G TFO INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-48.391
M�N:MU S E H R
UM SASH HE GMT FOR FLANGED. RADIUS TOP WINDOM RL TIP TO TIP HEIGHT-49806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOPIAGINDONS IS: BUCK HEVGHT-48.806
09T SGI-114-3115- AN GLASS
Be _311:6 JGLASS
I IAPNOM.
�Sr
GLASS YPES
B�
iv
ORBRODR
<5-
IV16-NOM.
GLASS STACK
CATIAM
<5--
W16-NOM
AIRS
"S `88"Ass
3`161 TP OU
(I
;-1--fv0TE
1�3
8-BE
GILASSWIFE14
1) TIP TOFP DIMENSIONS SHOM. FOR INTEGRALIFINME) EQUAL -LEG WINDOM, SUBTRACT V FROMTHE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WiNDOWSIZE.
2) FOR SIMS NOT SHOWN, ROUND Up TO ME XEXTAVAII-ASLE SIZE.
3) FOR RADIUS TOP WNDOWS, FINYME SMILLESTIAINDOW SIZE IN THE TABLE ABOIGIE MICH THE RADIUS TOP WNDOWWLL COMPLETELY FRWTHIN.
4) WINDOWS WTH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 REP. NEGAki DESIGN PRESSURES ME UNAFFECTEM
S
MrNOM.
CLASS STACK
13116- NOW
GILASSISTACK
1116-NOW
CLASS STACK
TP�TEMPERED
HS- HEAT STRENGTHENED
w
0
0
2
Be
BID
0
LU
CD
LLF
or
-;rj-
w -
Z, -tE
c, LU
-�j
DID
>
0
LU
Bit
w
Li
Is.
A,( LYNAI
NO.58705
A
10NAL IF V'
"'Iffmik"
A LYNN MILLER, P.E,
P E 058705
TAR1 F A
Anchor Quarlities, Required for
`Through�mm." In tallation
Ina Glass Tete 91.7
2" a
fl,
.1ift-ilp
WdIh
W
as
Sir
I Vr
A 41'
1 JW-
49�
�VW
J.b
a
j
b
je
am ta
q,
M. S-h.
D.eamion
Hana
h I
aa� elate
R. ng.
R.11. 01)
21
ElIaIII.
124U
1 1 21
1 11
1 2 1
1 2
1 11 1
121 2
1 2
2 1
1 2 2
1 2
2
21
2 2
1 2 2
E,iza4de
isle"
1]:2�
I 1
2
2
1 2
1
11 1
2 2
1 2
2 1
1 2 2
1 2
2
21
2 2
1 2 2
3C
St.ndin! piml.
lZ994 m Mass
-1
2 1
2 2
2 2
2
2
2 2
2
2 2
1
2 2
2
12
ShPtz,.t
IZ� - 12,993
2 2
1#2
2 1
2
1 2
2 2
2 2
2
2 2
2 2
2
2 2
2
2 2 2
E,zAHR.
19AS2
2 2
1 1
I ! 1
2 2
2
2 2
2
2
2 2
1
2 2
2
2
2
2 2 2
SniIzeM P�OW
ISIW' 1 PS51
21 2
i2
2 1
2
1 2
2 2
2
2
2
2 2
2
2 2
2
-2 2
2 2
384ni-
C�.I. SP.
MIS! MINIS
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2 2
C1.1. Ske
14.131 MAN
21 2
1 2
2 1
2 2
1 2
2 2
2 2
2 21
2 2
2 2
2
2 2 2
ShYtert
12.. - 14A30
2 2
1 2
2 1 1
2 2
1 2
_2 -2
2 2
1 2 21
2 12
2 2
2
2 2 1 2
Esmilina
v
2 2
1 2
2 1 1
2 2
1 2
2 2
2
2
1 2 lr2
21 z
2
2 2
cushern size
20.131 � 22�983
2 1 2
1 2
2 1 1
2 2
7 7
T -2
2
2 2
2 2
2 1 2
.1
2
2 2 2
2 2
Stendani P�.
1 SSW - 204 ISO
2 2
1 2
2 1 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2
2 2
2 2 2
4r
Cj.n- Size
......
2
1 2
2 2
. .
. 2
2 1
2 2
2
2 2 2
2 2
',,z, Size
1&131 16pI30
2
1 2
2 1 11
2 2
1 1 2
2 2
2 2
2 2
2 2
2 2
2
2 2
2 2 2
Cusim Size
1� 131 1561 SO
2 2
1 2
21 1
2 21
1 2
2 2
2 2
2 2
2
2 2
2
2 2 2
2 2
Eri
1Z484 - 14.130
3 2
1
3 2
1 1
- 2
2 3
2 2
. 2
2
3 2 2
2
24 994
i I
2
, 2
'1 2
�2
2
7
2 2 2
2 2
1
2
a
2
2
2 2
2 2
2 2
7
2
7 2 2
WeI P�ee
206IN - MI 3D
2 2
-
1 2
2 1
2
1 2
2 ,
2
2 2
2 2
2 2
2
2 2 2
2 2
47
Cu.. Size
IS 13 �-120 1 .
2 21-1
-22
1
.1
2 2
1 2
2 2
2
-2 2
2 .
2 2
.
2 2
2 2
CLM!= 5as
1&131 � 104 1 W
3 2
1 3
2 1
T
_3
-2
3
2 2
3 2
F
2 2
T 2 2
C,,st= S�e
1 4 1 1 1 a 1 30
l4q13I l&130
7
3
1
1 7
2 2
3 2
2
2 2
S 2
2.
3. 21
P
9
S..et
U.. - 14.130
3 2
1 3
1
1 1
2 2
2
2 3
2 2
3 1
1
7 2
EqmWits
25717
2 2
1 2
_LqL
1
2
1 2
2 2
2 2
2 2
_3
2
2 2 2
"Skin Size
246131 - � 776
2
T 7
-1
2 2
2
2
2 2 2
Sl2nded PnSe�
0
20.8zz$ - 24.1130
2 1 2
1 2
2 1
-2
2 2
2
2
2
2 2 2
Oust. Sure
M131 = 20.843
2 1 2
1 .2.
2 1
2
2
-1 -2
-2 -2
2 2
2
2
2 2 2
Ctetom Size
I S 1
18 131 - MISS
3 1 2
1 131
2 1
3 2
1 3
2 2
-2
2
-2 -3
2 2
Cis'. a..
16.131 - 18.130
31 2
1 131
2 1
3 2
1 3
2 2
3 2
2
2
2 2
_C.st- S�e
I '. I I sa
14131 m 166M0
3 2
1 131
-
2 1
3
1 3
2 2
3 R
-2
2 3
2 2
7iiot6i�
, _ I .
12r' - 14 13S
3 2
IT
2�+
1 3
T -2
3 2
-
2
2
a 2 2
�uE,-" 1��
31
lla.�
3 1
1 2
1 2
2
3
2 �
2 2
3 1
Isla,
3 3
1 3
S
3
3
3 2
3 3
2
3 2
7-3
-2 T
1 2
S�. P..
2Sq7k 26.130
3 1 2
1 7
_2 1 1
r3
-3
'y 7
-- -2
-2 -3
-2 -2
3 2
No ts! VJ93
3 2
2 1
3
1 3
212
312
2 3
2 2
3
3
2 2
226131 -24A30
3 2
�
_L .1
1
2 11
3
1 3
212
3 2
2 3
2 2
3 2
2 3
2 2
20.131 -n.130
3 2
_I
1 3
2 1
3 2 1
1 3
2 12
3 2
2 3
77
-
2 2
3 2
2 -3
2 2
16.131 - 20.130
3 2
1 3
2 1
3
1 3
' 2
3 2
2 3
2 2
3 2
I
2 3
2 2
cte�se a z.
16.13, � I&M
3 1 2
1 3
2 11
3 2+1
-3
-2 -2
3 2
-2 7-2
2
3 2
2 -3
2 2
Snort.st
11IN' - IS 130
4 1 2
1 4
2 1 14
2
1 4
2 2
4 2
2 -4j
-2 2
4 2
2 4
2 2
EnsMo
38484
2_L3
1 3
3 1 13
3+1
3
3 2
3 3
s
2 3
3 _
3 2
3 3
-
2 3
3 2
O.t. Size
3sis � 3&463
3 1
1 3
1 1
a 3
1 3
3 2
3 3
1 L
. 2
3 3
W 3
3 2
Cmarn S!7;_
34 131 - 35. 13
3 3
1 3
1
3 3
1 3
3 -2
3 3
2 3
3 2
3 1
2
1 2
7V
S--W PW;�W
WWI - M. 13
1 7
5
3 3
1 3
3 2
3 3,2
- -
-
3 3
2 3
3 2
Ct,sten, Size
30.131 - Wass
3
1 3
3 -2
3 .
2 3
3 -2
3 3
2 3
3 2
V. Size
�028 131—M 13D
M
3
1 3
3 2
3 3
3
3 2
2 3
3 2
Sweet
VI4' 2.1W
2
1 4
2 1
4 2
1 4
- -
21 2
4 2
_I
2 4
2 2
4 2
2 4
3 2 I
12,44
1 3
4 1
33' 4
1
t 3
4 2
3
2
3 T
F -I.
314
-
21
C,'t- Size
311,131.421167
1 3
4 1
1 4
3
4 2
. 4
2 3
S
3
4 2
stanzeancl pnri
. IN.. SLIM
I 1
1
2
4
- MINIMUM SASH HEIGHT FOR FLA,NGED WINDOWS IS: TIP TO TIP HEIGHT - 49,391
M NIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: SUCK HEIGHT - 48,391
M!NIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS. TIP TO TIP HEIGHT - 49.006
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: SUCK HEIGHT - OBW
TABLE6B
Type
Wmdpflon (Usi from Exterlor to Interior)
I
—
11BAN, 090' PYB 1/6 N
2
1.111 UU: Ild- A� UPLAIRSPACE, 118- AN, 0510' PVB, II
3
INIS' LIG� 1/8' TP CAP, AIRSPACE, Iff AN, BUY PVIL lMV'AN
4
11 HSI Owl PVB, iff, IS
5
Y16' AN. 090 - PVB, YHY' AN
6 _
I YIV' LID: 311 S"AN CAP, AIRSPACE, VW AN. —,OW PVB, 1/a, AN
7
13116' UG' 3116 TIP CAP, AIRSPACE, 11WAN_099- PVB, 1/8' AN
1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS,
SUBTRACT H FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE
WINDOWSIM.
2) FOR SIMS NOT SHOWN ROUND UP TO THE NEXT AVAII-ASLE SZE
3) FOR RADIUS TOP WNDOWS, FIND THE SMALLCSTWNDOW SIN IN THE TABLE MOVE
MICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MA)UMUM POSITIVE DESIGN
PRESSURE OF .65 PSF. NEGAITIVE DESIGN PRESSURES ME UNAFFECTED.
0
0
0
Z
0
Z 0
Z
M
m
0
UJ
Z
<
T�'-�
<
D
0
Z
m
<
<
%V LYN/V
'R ...... ....
N.. SB705
4JI
F
vv
70NAL S \,\
"Iffillil",
A LYNN Mli
PEV BB705
TABLE 7:
AnchorQuantftles R.quimd for
'Thmuqh�ranre' 1111rSilallaflon
usinn Gass Tv c a 845
M
T,WT.,WeaI
IV
1 2�
33-
1 3r
1 41-
1 4V
49-
53-11a
�S
t �.
. a
I!
Jarft
t� .
a
1111A
I
1�
b
m
It
JamIb
j
l'
S'
I
W
I
cl
l'
ill
1 1
12.1
11%.
Bmt. S..h
Deme'lloiI
U a. Re n9e
S.Ih Ware
RVg. 0�
2V
E,�I.
124.
1 121
11 1
12 1
1 2
11 1
; 2 2
1 2
2 1
12 2
112
2
21
112 2
2
Eqtel�la _
M9611
1 .1
1
_I 1
2 1
1 2
11 112
2
7 2
2 112
2
112
2
21
2
112 2
31-
StrIdetl P�
IZN4 - 15,963
2 2
1 2
2
2 1
2
1 121
2 2
2 2
2 2
1 2 2
2 2
3
3
2
2 2 2
2
S�tl
1�484 - 12993
2 2
1 2
2 1
1
1 2
2 2
2 2
1
2 21
2 2
2
2
2
2 2 2
2 Z
E�Hit'
196U
2 2
1 2
2 1
2
1
2 2
2 212
2
2 2
2
2 2
2 2 2
SUfIdMIJ P�
M944 m 19 651
2 2
2
1 2
2 1
2 2
1 2
2 2
2
2 2
2 212
2
2
2 2
2 2
W-Wr
C.. a..
15 131 - 15.90
2 2
2
1 2
2 1
2 2
1 2
2 2
2
2 2
2 21
2 2
2 2
2
2 2
2 2 2
c.we, a..
14 is, - m in
2 2
il 2
1
2 2
1 2
2 !
2 2
2 2
2 2
2 2
2
2
2 2 2
2
SIrcratt
IZ4611 - 14. IN
2 2
2
1 2
21 1
12 2
1 2
2 2
2 2
2
2 2
21 2
2 2
2
2 2 2
21
Etat"I.
- X4
2 2
1 2
21 1
11 2
1 2
2 2
2
2 2
2 2
212
2 3
2
2
2 3 2
Cmt= See
21131 = M963
2 2
1 2
21112
2
1 2
2 2
Z
2 2
! 2
212
2 3
2
2 S 2
Z
S-tial P�.
135%mMIN
2 2
1 2
2 1 1
1 2 2
1 2
2 2
2
2 2
2 2
2 1 2
2 2
2
2
2 3 2
4V
r.—t.SU;
166131 � 18+593
2 1 2
1 2
21 1
11 2
1 2
2 2
2 2
2
1
2 2
2 2
Z
2 2 3
2
Gmtom Ste
15.131 - IGAW
2 2
1 2
21 1
12 2
1 2
2 2
2
7 _2
.1
2 2
2 2
2 2
2
2 2 -3
Ouel�� St.
!4r!31 � 15J30
2
.1 2
1 2
1
2 2
1 2
2 2
I
2 2
2 2
2 2
2 2
2
2, 2 3
swd..t
12 451 - 14.130
3 2
1 3
2 1 1
3 2
3
1 3
2
2 2
3 2
2 3
2 2
3 2
2
3 2
Equal-41a
24 954
2 2
1 2
21 1
2
2
2
2
2 2
2 2
2
2 2
3 2
2 3
2
2 3 2
QU=M Ste
M131 - 2CM
2 2
1 2
21 11
2 2
2
1 2
2
2 2
2 2
2 2
3 2121
3
1 21
2 3 21
StettM I'mrew
SSIN - 21130
2 2
1 2
2 1 11
2 2
2
1 2
2
2 2
2 2
2
2 2
2 21
2 3
1 21
2 3 3
4T
C". Sue
18.131 206193
2 2
1 2
21 11
2 2
2
1 2
2
21 2
2 2
2 2
2 2
2 2
2
2 3 3
C�Sm S40
19 131 MIN
3
1 3
2 1-1
3 2
1 3
21 2
3 2
2 3
2 2
3 2
2
—3 2 3
CW— Site
14.01-1..13.
3 2
3
2 1
3 2
1 3
2 1 2
3 2
2 3
2 2
3 2
3
3 2 3
sr,tt't
U� - 14.1.0
j
1
1 2
3
2
3
2
3 2
3
3 2 3
Squw.;.'.
259777
.1
2 2
.1
_I
2 1
2 2
_I
1 2
.1
2 2
2 2
2 2
2
2
2
2 3
Onten Ste
21131 - � T76
2 2
1 2
2 1
2 2
1 212
2
2 2
2 2
3 Z
2 3
2
2 3 2
Slanlaml Proem
MW w 240130
2 2
1 2
2 1
2 2
1 2
2 2
2 2
21 2
1 3 1 2
2 3
2
2 3 3
N_S,
�.. S.
--cue- —S..
20.131 - W.M3
—MIN
T 2
1 2
2 1
2 2
1 2
2 2
2 2
2 21
21 2
2 2
2
2. a 3
T.—Im
7
3
2 1
3 2
3
2 2
3 2
2 3
1 21 2
3 2
2
3
�SSnI Ste
1SA31 !a 130
.1
3 2
_I
1
2
2
_I
1 3
2 2
3 2
2 3
1 21 2
3 2
3
ml .1
3 2 3
On. S..
14.131 16.130
3 -7
1 7
7 1
3 2
1 3
2 2
3 2
2
Z 2
3 2
3
3 2 3
$We.,
12.� 14.130
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 3
2 -2
3 2
1
Eluellde
31 %4
2 3
1 2
3 1
2 3
1 2
3 2
2 3
2 2
3 2
cel. Site _
28ml3l 314%3
2 3
1 3
3 1
3 1 3
. .
1 3
. .
3 2
. .
3 3
. .
2 3
.
3 2
3
3
3 4 3
Slard. P�—
25,701 28 IN
3 2
1 TIT
1
—2
, —3
—2 —2
—3 3
—2
—3 —2
3 3
3 —3
—3 7
Cu,l. Ste
24131 25m793
3 2 1
1 3 1
21 1 1
2
1 3
Z 2
3 3
2 3
3 2
3 3
3 3
3 3
er
Ottm 540
M131 �24m!W
3 21
1 3 1
2 1 1
3 2
1 3
T —2
—3 —2
—2 —3
—3 —2
—3 —3
3
3 3
CWM Ste
M t3l - 22 IN
3 2 �
1 3 1
21 1
3 77-2-2-3-2-23223
3
_ 33333
_I
Ontorn Ste
Mo 131 a MAN
3 2
1 31
21 1
T
—1 3
T —2
7 —2
2 77
—2
3 2
3 4
3 3
CL,e. sue
1&131 - 18 IN
3 2
1 31
2 1 1
3 2
1 3
2 2
3 2
2 3
2 2
4 2
3 4
2 3
Seats!
13 1W m WIM
2
.1 2
1 4 1
2 1 1
4 2
1 4
Z 2
4 2
2 4
2 2
4 2
3 4
2 3
E��te
N 454
.1 3
1 31
31 11
3 3
11 3.
3 2.
3. 3,
2. 3,4.
2
3 4
3 3
4 3
C�mwl sue
W
2� � �. 1
2.2
3 3
-31
1 3
2�
3 1
3 3
1 3
3 2
3 3
2 3
4 2
3 4
3 3
4 3
Out. sue
.
-31
-11
1
3 1
3
1 3
3 2
3 3 1
21 314
1 2
3 4
313,
4 1 3 1
7r
S� P..
30. MIN
1 3
3 1
_I
3 3
1 3
3 2
3 3
2 3
3 2
3, 4,
3 14
1 1 1 3
Q.t. St. -
30 Ul � MS.3
3 3
3
3 1
3 2
11
2
3 3
2 3
3 2 .
ctet,, Se.
286131 -30.130
3 3
_j
1 3
3 1
3 3
1 3
2
3 3
2 4
3 2
4 1 31
3 1 4
1
sl,tutt
NAN--2.1.
4m I
1 4
2 1
4
2
3
2
a
4
EqvzwIw
42r�
4
1 3
4 1
3
2
3 .
2
4 2
; 32
9
Custe, Ste
N131-42.463
3
3
4 1
4
1 3
2
4
2 3
4
3
SI.WeV P�.
31.194- -38AW
4 3
1 4
3 1
4 3
1 4
2
4 3
2 4
4
414131�1
3
-MNM M MSH HEIGW FOR FLANGED WINDOM IS: TIP TO TIP HEIGHT: 49,391
.:.:lUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS BUCK HSIGHT-48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOM IS: TIP TO MPHEIGHT- GASS
MINIMUM SASH HEIGHT FOR INTEGRAL FINAND EQUAL LEG. RAIDJUSTOP WINDOM IS: SUCKHEIGHT - 48B03
TABLE 79
Glass
Type
Deacriplion (Ussal from Embriarbo Interior)
-ANW
8
716- SO, WIV AN
9
NIV HS. .09V BIG, MV 14S
ID
lNlr UG: I/V AN CAP, AIRSPACEi. vW HS. omr SO, ur HS
11
IN16" UG. 11W AN CAP, ARSPACE, WIV AN, � SG. NIW TNT
12
1 YW LIG: Iff TP CAP. AIRSPACE, 118- HS. .� SO, lf� HIS
13
MT W: 118- � CAP, AIRSPACE. XIW AN. .� 313, 31W AN
14
lWlV UG: &IVAN CAP. AIRSPACE, IlWHS..='SG.IlrHS
15
IIWHS_09TSG,lIrHS;
1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUPL�UEG WINDOM,
SUBTRACT I - MOM THE TIP TO TIP DIMENSION IN WE TABLE TO DETERMINE THE
WINDOMISIZE.
2) FOR SIMS NOT SHOWN, ROUND UP TO WE NEXT AVAII.ABU15 SIZE.
3) FOR RADIUS TOP WINDOM, FIND WE SMALLEST WINDOW SUE IN WE TABLE ABO)VE
MICH WE RAOIUS TOP WINDOW WILL COMPLETELY FIT WWIN.
4) WINDOM WIW WE LOW SIU. OPTION ME LIMITED TO A MAXIMUM P0SITIYG DESIGN
PRESSURE OF �65 PSF. NEGNTIIIE DESIGN PRESSURES ME UNAFFEClIEDI
ILI
0
0
0
0
z
W
LU200
zo
GO
I,
0
In
t
1,
1-
0
Z
M
INSTALLATION
OPTION 1
MCHOREDTHROUGH
FRAA!E IWO a MOD
FRAVAE OR BUCKS7I
SEE NOTE 2. THIS SHEET.
TIP
TO
TIP
HEIGHT
C3
FIXED
VISIBLE
LIGHT
HEIGHT
EXTERIOR
SASH
ViSIBLE
LIGHT
HEIGHT
INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND UK
DIRECTLYINTOCONCRETEtCMU. SUCKSTRIPIN7000NCRETIVCMM
EMBEDMENT SEE NOTE 2. THIS SH EMBEDMENT
-T - 1/4-MAXSHIM SASHVISIBLE 114-MAX SHIM -T
EMBED- T-
DI EDGE UGHTWOTH1 17 EDGE
HIM STANCE :: DISTNNCE
VAX S cc
MENT
L FIXED VISIBLE
t --� UGHTWDTHI
SEETABLE
NOTE B, MR
HEADTYPE
R@
TYP. ANCHOR TYPE.
EMBEOMENTAND
EDGE DISTANCE PER
SUBSTRkTE,SEE
TABLE S. 31 — TIPTOTIPWGTN
TYP. ANCHOR TYPE. EXTERIOR HORIZONTAL SECTION A -A
EMBEEMENTANDEDGE 'u,
DISTANCE PER SUBSTRATE,
SEETABLE 114-MA)CSHIM
DADE APPROVED MULMON, Fee
46 55 COMPLIANT ALUMINUM/STEEL FRAMING
OR STEEL STUD. MY BE VERTCA& OR
HORIZONTAL. SEE SUBSTRATE
ER I PROPERTIES, TABLE 6.
SMEP LATCH @
MOSPAN OR 2
BOTTOM
INSTALLATION
OPTiON 4
MCHOREDTHROUGH
T70 FRAME INTO METAL
OMONAL HI -FUSE
7
42 SILLSHOI
I-IMEEP
SHEET 10 FOR
NOTCH AT—
ARD
STAND SILL
EACH END
1/W4 MAX.
INOANCHORS
SHIM
REQUIRED IN
FIANCE OR
EQIJAL�
FRAME SIMS
VERTICAL SECTION B-13
Anchor
Substale
-Min. E1:qe
Min. Ernbednew
P.T. Southern Ftne (SG--0.55)
9116"
1-318"
912 Steel,
18-Sor410—
Alurninurn,063-75nin.
M.
0.063"
SS Screv,
A36 Steel
318'
0.063"
Steel Stud ' Gr' 33 min.
3/8"
0.045" (18 Ga)
114"410 SS
ncrele (rrdn. 3.35 ksi)
1.
1-3/4"
9
CreteFlex
Unirouted CMU. (ASTM C-90)
2-1Z
1-1/4"
YT. Southern Pine (SG-0.55)
1.
1-319"
lzz:::�
114'Steel
Concrete (rnin. 2.65 ksi)
1.
1-318"
Ulracon
Ungrouted CMU. (ASTM C-90)
2-1/2"
1-1/4"
P.T. Southern Pine (SG=0.551
1.
1-319"
8) USE ONLY F�THEADANCHORS INJAMBS. PAN/HEXJFLATHEADTYPEIS
ALLOWABUEFORAJNCHORSINTHEHEAD.
1) 1..FI,,UIJEDCMU'VALUESMAy BE USED FORGROUTEDMIJAPPLICATONS.
TYP. ANCHOR TYPE,
EMSEDIVENTAND
EDGEDISTANCEPER
SUBSTRATE, SEE
TABLE 8.
!Ll MIA LIGILT FORMULAS:
IS.. MRNFF'.E SILL: SEE
SHEET 9 FOR STANDARD SILL)
VADTH
9 SASH &FIXED LIFTE:T10TOTIPWOTH - 5.12-
HEIGHT(EQUAI-11-1-15)
TIPTOVPHEIGHTQ-373-
HEIGHT(PROVIEW
@FIXED UTE: TIP TO TIP HEIGHffQ. 3.78-
@SASH;T1PTOT1PHEIGHTR-119T
HFIGHT(Cus OFMN
gmw LIN IF HEIGHT�SASHHEIGHT-3.65'
@SASH: SASH HEIGHT- 4.60-
NOTES
1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON
TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTMCE UNITS. ANY
INSTALLATION OPTION SHOM MY BE USED ON ANY SIDE OF
THEWNDOW.
2) MASONRY ANCHORS MY BE USED INTO MOD AS PER TABLE
& ALL MOD BUCKS LESS THAN I-IW THICK ME TO BE
CONSIDERED IX INSTALLATIONS. IX MOD BUCKS ME OPTIONAL
If UNIT IS INSTALLED DIRECTLY TO SUBSTRATE MOD BUCKS
DEPICTED AS M ARE I -IQ' THICK OR GREATER. IX AND M BUCKS
(WHEN USED) SHUMM BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. MOD BUCK DESIGN AND
INSTALLATION Is THE RESPONSIBILEY OF THE ENGINEER OR
ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM 'EADING TO BEADING
>
R .9
Q
0
'7
0. EQ
Sg
8
-7F,
0
o
0 ...
w
—
ov
'M C,
Z
W
Ld
J
Me
0 >
—1
z
z
W
0
w
<
z
ZI
INSTALLATION DETAILS FOR EQUAL -LEG FRAMES
INSTALLATION OPTION 2
INSTALLATION OPTION 3
INSTALLATION
ANCHOREDTHROUGH FRAME
ANCHORED THROUGH FRAME AND IX
OPTION 1 E DISTANCE
DIRECTLY IWO CONCRETEICMU.
BUCKSTRIP IWO CONCRFTEXMU.
ANCHOREDTHROUGH r
FRAMEINT02XWOOD
--T- - -
EMBEDMENT
SEE NOTE 2, THIS SHEET.
EMBEDMENT
�a SUG
FRAME, GKSTFU'.
114"MAXSHIM
114- MAX SHIM
-T
SEE NOT".W'S'..'.
EMBED,
mi.
EDGE
m 17
EDGE
1� I
4PP—I---FbI
I iMENT
T
DISTANCE
I
E- h7T
aeF.
DISTANCE
9
EUr MAI SHIM
I
D==.. fhm
MI
BUCK
HEIGHT
C3
FIXED
VISIBLE
LIGHT
HEIGHT
I —
EXTERIOR
I -WEEP
NOTCHAT
EACH END
SASH
VISIBLE
LIGHT
HEIGHT
NOANCHORS
REQUIRED IN
FLANGE OR
EQUAL�G
FRAVIE BILLS
VERTICAL SECTION B-B
SEE TABLE
MOM B. MR
HEAD TYPE
TYRANCHORTYPE,
EMBEOMENTAND
EDGE DISTANCE PER
SUBSTRNTE.SEE
TABLE B.
TYP.
SEETI
ER I
SWEEP LATCH @
MIDGPAN OR 2
BOTTOM LOCKS
O"ONALHI-RISE
SILLSHOWN.SEE
SHEETIMFOR
STANDARD SILL.
1/4' MAX
FIXEDVISIBLE
UGHTWIDTH
SUCKWIDTH —
6)(TERIOR. HORIZONTAL SECTION A -A
114-MAX.SHIM
OR STEEL STUD. MY BE VINTINCM. OR
HORIZONTAL. SEE SUBSTRATE
PROPERTIES, TABLE 8.
INSTALLATION
EQUAL
OPTION4
UEGMOX
ANCHORED THROUGH
FRAME
FRAME INTO METAL
SHOWN
Anchor
Substrate
Mr. Edge
no.
Dist.r..
MI.L Embedmnl
P.T. Southern Pine (SG-0,55)
9/161,
1-3,13"
#12 Steel.
18-8 410
Aluninum 6063-T5 Din.
3/8'
0.0w
or
SS Screw
— A36 Steel
318"
0.0ar
—
Steel Stud, &. 33 111
318H
0.045" (18 G3)
1I
Concrete (ndn. 3.35 ks!)
1.
1-314'
SS
CreteFlex
Ungrouted CMIJ, (ASTM G�90)
1-1/4'
P.T. Southern Pine (SG=0.55)
1.
1-318'
11,V'Steel i
Ultracon
ConEj. (mn Z215 ks!!q0j
UI eT_ __
U.� TIM
I
P.T. Southern Pine (SG-0.55) I
8) FLAWEAD ANCHORS IN JAMBS. PANIHEX5`LATHEAD TYPE IS
ALLOWABLE FOR ANCHORS IN WE HEAD.
C) 'UNGROWED CMW VALUES MY BE USED FOR OnOUTEO CMU APPLICATIONS
TYR ANCHOR TYPE.
EMSEDMEWAND
DGEDISTANCEPER
SUBSTRATE, SEE
TASMS.
VISIBLE LIGHT FORMULAS:
(SHOWN FOR HI -RISE SILL; SEE
SHEET 9 FOR STANDARD SILL)
WIDTH
@ SASH & FIXED LITE, BUCK WIDTH - 41 Z'
HEIGHT (EQUAL-LITE)
BUCK HEIGWQ - 3.23'
HEIGHT(PROV1EVn
IBMUED LITE: BUCK HEIGI-M - 4 28'
0SASH: BUCK HEtGWn - 11.43-
HEIGHT (CUSTOM SASH)
@FIXED LITE: BUCK HEIGHT - SASH HEIGHT 2 W
@WH: SASH HEIGHT - 4S(Y
NOTES,
1) USE ONLY SUBSTRATEAPPROPRATE ANCHORS LISTED ON
TABLE 8, FOLLOW EMBEDMENTAND EDGE DIS'IMCE LIMITS. ANY
INSTALLATION OPTION SHOWN MY BE USED ON ANY SIDE OF
THEWNDOW.
2) MASONRY ANCHORS MY BE USED IWO MOD AS PER TABLE
S. ALL WOOD BUCKS LESS THAN 14,2" THICK ARE TO BE
CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ME OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRAM MOD BUCKS
DEPICTED AS a ARE I-1W THICK OR GRI IX AND M BUCKS
(WHEN USED) SHALL BE DESIGNED M PROPERLY TRANSFER
LOADS TO WE STRUCTURE MOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF WE ENGINEER OR
ARCHITECT OF RECORD.
3) VISIBLE UGHTWIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED MOM BEADDIG TO BEADING.
UJI
ozyw
Z;
0
0
0
0
Of
0
0
0
z
z
w
m LLF
ILI
<
0.0
>
m
Z
z
z
D
z
0
u.
0
W
-I
0
ILI
z
w
<
a
z
-I
<
Do
3
<
w
INSTALLATION DETAILS FOR (NTEGRA��L FIN FRAMES
EDGE
DISTANCE
EMBEDMENT
EDGE
DISTANCE
WMAXSHM
1/4' MAX SHIM
SASHMSIM
UGHTWDTH
EDGE
DISTANCE
yr
LEMBEDMENT
19 ED SUE
FUEOVISISUE
LiGHT VS"
11 �
hnn )�j
4
30
18
TYP. ANCHORTYPE,
FIXED
EMBEDMENTAND EDGE
VISIBLE
DISTANCE PER SUBSTRATE,
UGHT
SEE TABLE 9.
HEIGHT
1
31 R@
32
HORIZONTAL SECTION C-C
14
ifemAx. SHIM
43
BUCK 13
HEIGHT 6 USE EITHER 1
SVVEEP
MIDSPAN OR 2 46 55
BOTTOM LOCKS
SASH
I
VS13LE
LIGHT
-1
H G
E[ HT
EXTERIOR 6 STANDARD SILL
' 7F SHOINX.SEE
�D PRENnOUS SHEET
1. WEEP 4, FOR DPTIONAL
T__"
NOTCH rAT I-\ Hf RISE SIU.
EACH END , ,
TYRANCHORTYPF
)EDIVIENT AND EDGE
CE PER SUBSTRATEr
SEE TABLE B.
EMBEDMENT F--
VERTICAL SECTION D-D
DA13E APPROVED MULLION, FBC
COMPLIMT ALUMINUMTEU FRAMING
OR STEEL STUD. MY BE VERTICAL OR
PROPERTIES. TABLE 9.
#10 OR #12 STEEL
,—SELF-DRILLING
EMS (G5). SEE TABLE 9.
INSTALLATION
OPTION 7
ANCHOREDTHROUGH
INTEGM FIN INTO METAL
SubstWe
Min. Edge
Distance
Min.
Embedmeni
P.T. Southem Fine (SG-0.55)
511611,
2,438
P.T. Southem Ptne —(SG=O 55)
—3/8'
--7431
P.T. 90.1hem Fine —(SG=o 55)
—318'
438
P.T. 9 uthBM PI. (SG-O 55)
—31r
438
#10 Steel Tiusshead S----
#12 Steel. 18-8 ar4lo SS
Seem
P.T. Soifthem Pine (SG=0.55)
U.I� Al,eninum, S�TS min.
---605(r
112"
site"
1.375
0.125
A36 —Steel
-G�
005
OG4y(lB II)SUMIStud.Gf.33min.
—T
--91
Al.-- — . I —. .. I �� .� I� ... IHATE-
VISIBLE LIGHT FORMULAS:
(SHOM FOR STANDARD SFLL� SEFE
SHEETS 7 OR 8 FOR HMSE SILL)
WIDTH
@ SASH & FIXED LME BIJCKWDTH - 4 17
HEIGHT(EQUAL-LITE)
BUCKHEIGHTC-12Y
HEIGHT(PROVIEMn
@FIXED LITE: BUCK HEIGHTa .4,2V
QSNSH: BUCK HEIGHTX? - 11.43-
HEIGHT(CUSTOMSASH)
QFDUED LffE: BUCK HEIGHT - SASH HEIGHT - 2.W
@SASH: SASH HEIGHT - 4.60-
NOTES
1) USE ONLY SUBSTRATEAPPROPIRMTE
ANCHORS LISTED ON TABLE 9. FOLLOW
EMBEDMENT AND EDGE DISTMCE WITS, MY
INS171.11LATION OPTION SHOIAn4 MY BE USED
ON MY SIDE OF THE VMDOIA�.
2) MSIBLE LIGHT WDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPIENING) IS
MEASURED FROM BEADING TO BEADING.
LYNAI
0-C. E. N-1.
No.58705
44
.6 u 2
4'
'IDRION
; . ....... .
A, LYNN MIULER P.E.
P.E158706
2,56T
8,18.
2.8W
062- 2.848-
IF--i72,11� 2.7
=5,L, r LEI
1.48V F7 062, Aar
mr — j '�=
lll�— -T
(DFLANGEFRAMESILL
(DEQUALUEGFRAMEHEAD
2.798-
(362-
(D EQUAL LEG FRAMESTU.
(DFLANGEFRAME.JAMB
2.79& - ------
.wr —
NF �NGEF�ESILL
2.2
.120- 22n
2 777
2.211' -T
2.15T [1A 1.235-
q -- a- A
wr I'mI. I ---A 13m. law [-
8SASHTOPML (DMEDMEEnNGML SASH BD�OM RAIL - 1. SASHBIDEMIL
HI -RISE a SASH BOMM WL 0
L445' 1
�v ---i .
.62r
L14iBlY
--T7 !� 1.370-
GHEADANC�Ioll
COVER GSASHSTOPCOVEFt @ IG BEAD
a
JAMB
2.798-
3.5011' 14.13r
(W
--T
1.125.
GINTEGRAI- FIN FRAME
SILL - Hl-RISE
S7RUCTUmL r��fl SILICCNE
POLYISOBUWLENE IX-NOM.
DESCCANT
EXT. GLASS
INT. GLASS
OKODISPACE4SGTPS
2.06T
1.7 214-
(DEQUALUGGIPR&WE"S
0 EQUAL LEG FRAME
SILL HI -RISE
ELTBU�L
STftUC_ 6- NOM.
S,UC
.:S,_
E.T GLASS
OSUPER SPACER' N�
Ul
0
In
0
0
W
C,
m Ui
oo�
Is
rz
w
w
0
Z
z
T--Y-s
z
0
0
<
ALUMINUM DESICCA�ITFILL
POLYISOBUWUENE ... .... .
REINFORCEMENT SSAJL a"slig, Nom, Nse
'ISS. ROUL-FORMED CONESEAL
N.. 58705
TAINLESS STEEL
SOL a
EXT. GLASS 4/1-
F 4
-c7T T r _T _.I
.07T Gl-ASS . r, �
INT. GLASS
(DVURAS&4l-'SPACER G)XL EDGEf- SPACER
XLYNNMIU-ER.PE.
TABLE It-
Ttom
a
Description
Material
1
W 0
Head Flange
-Are. —606�M
2
'al
Head, integral Fin
Alum. 605�M
3
624D28
Head, EquaWeg
Alum. 0063-TIS
4
-FA
7m—b. Flange
Allen. 6DS3-TB
Flame (Used For Alternate Radius Top Head)—
Alm. 6111)�T!52
5
-�7
(T4-0-20
T.—.b. Me" Iran
Alum. 603�-TB
JY b. Imennal Fm (Used For Afterhame Re jus Top �Head)
71. M-3-152
- 8
624D31
�mb, Equal-im
-Tiu. —606346
EV
Jamb. Equalklm (Wed FmAftenrate Radius Top Head)
Alum. 606�752
y
UZ40W
Sill, Flamp
Alum. 606�T]
a
624018
Sill, Intelpal Fin
Alum. 0063-TO
- 9
U40n
Sill. Eques-teg
_71uns 60-63-TO
10
-FT
vz4UU3
Sill. H&Rse. Flame
Mum. 60&�TU
6241319
1;�0'1! L11 as lgl�,, JFm
-wUm 60-6-3-To
12
620M
Haso
Alum. 606�TS
Io
ozIBAU,
been topmost
Alum. 6005A-T61
14
624005
Eked Meal, Rail
ISYT-16-24-0-12-ISalith
Bailout Fall - �Hi-Rise
Alum. 606346-
!'��Sash
Bottom Hall
-Kl-.m 60-63-76
ly
124107
Sa�
u
Side R."
a, .11
Aftna. 601�16
1;
0-151
(3cNer
Atum. 6053-TB
:1
I
-7J.m —606�M
2—q5A
b�KAAL
1115 Bead
-Xr an. —60&�TE
25B
_T6
- 624011
IIG Snapp
Alm. �T!5
C2401-3
5r16' Lami Beading
Alum. B�T(;
TF
UN-026
�/16-1
B
AlunL G�TB
30
-T1-
61P247
-UT-P-24B
,a
Glazing Used, 1.11 1mI 11 1�6211,23
".x'r
V.yj
Ulang Baud. Bull, Vmyl —b961� 1121111
Vinyl
32-
7N—EA6
--fT2
Lot
S-73�
T7 111�1)
21=13
Cast Z.
37
4049
llodh(& ")
Alumv 606�TS
Js
—
al"Elloc�111WX112* 4)
M
�4
l4ealumm.
35-A
-55B
IG S aui�g Bja�' (JT_�
8 XV X'.j
Neoprene
2 - 401-4
M �nap setting BloCk
Vinyl
WO
24044
00ttom Hall W,,the,t Rp Extension
IT
-38
0
FIS!"
G""e"
Polyethylene
4:0 54
..an Top Rtal CaW
Polyethylene
.
fz4u=
Basn Bottom Fund Gasket
Polyethylene
Q
72AU57 lHead
Gasket
Polyethylene
41
n4DS3
Meeting Mel UESKOT
Polyethylene
42
C1 226—D
Tash Bottom Rai Suits Vinyl
Polyethylene
4-3
Weatherstrio .27W x.18T', Fin Seal (@ MR)
ufblbu
S al L Sash Side Rod)
Weath":,Ip ILI 7TI!
75
_X�W FFI;n
Wealth,; P: lop dean Nall)
Ram ((M
4b
wnes
BalanciewuncosxN&TOM
Pigid Vinyl
51
781PSOX
-T—
#8 X1- PH EMS (Asserablv)
Stemless Steel
W
W—XW� I'll. FN EMS (811111e)
Stainless Steel
too -
Alum. Boman Nth I'llserglass Mesh
Vanes
Kornmeding Kcsfispace 4SG TPS
UUanax Sups, Spose, —W
See Sheet
:T1
�:�
Quan" Dowaseal Spacer
10 for
73
1�rdinufl
—
� Edge Spacer
Matemis
I. ,
- 1,
1-1. --�CI '[WERI.Kbeaklim
HEAD
INTERIOR
JAMB
NOTES.
I)ALL CORNIERSTO USE
2) SOME PARTEIMPTIONS NOT SHOM ON DRAWING FOR CI-ARITY.
ASSEMBLY DETAILS FOR
FLANGE FRAMES
(OTHER FRAME TYPES SIMILAR)�
JAMB
F11E1 MEETINI IAIL
SASH SASH BOTTOM RAIL
RAIL -\
SIDE S
INTERIOR
Iza
TABLE 10: MATERIAL PROPERTIES USED
FORANCIAGIVI LATIONS
Material
K. F.
I Ma F.
SA.1 Sl.
921hi
120ksi
I" Slue.
601ol
95 k.1
410 Scs�
ED W
I 10 is; -
El.. UltmCon!)
4 BE Eu- Cou"Fe
10 PSS Sco ChIeRe"'
156 k.i
T27.41ksi
In kal
109.7Wi
Te --'
6�Tb Muslason
Jul
Z2 IAi
A. 11.1
Gc 33 Steel Stud!
w
ZZ
-a
0
0
to
01
z
Lj
00
ILL as
Z
> v
2� S
z
0
Z)
X
Lu
ILL
",45
0
0
0
<
So-
N0.68706
A LYNN MILLER, EE
REA68705