HomeMy WebLinkAboutNOA3 yFo
Cq APR 0
S'f 4 Q), Perm l 1019
UC/� COr./ St/to ecounty MIAMI•DADE hty ontMIAMI-DADECOUNTY
don PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) mnv.miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-CA740-LK titled "Casement Window Details - LM &
SM", sheets I through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, 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.
NIISSILE 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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 16-0629.21 and consists of this page l and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.17-0614.14
MIAMWADE COUNI"Y Expiration Date: April 11, 2023
Gi�(p 17 Approval Date: September 14, 2017
Page 1
le
Y
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.124218.09)
2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM",
sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and
sealed 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 Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTrm spacer system and XL
Edgem spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E.
(Submitted under previous NOA No.16-0629.21)
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 a series CA740 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test
Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 12-1218,09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E-1
Manuel r-O
.E.
Product Contra ner
NOA No.4.14
Expiration Date: April 11, 2023
Approval Date: September 14, 2017
t.
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5tn Edition (2014) and with
FBC 6" Edition (2017), dated August 29, 2017, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No.16-0629.21)
G. OTHERS
1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series
"CA-740" Outswing Aluminum Casement Window - L.M.I. " approved on 08/11/16
and expiring on 04/11/18.
Manuel pefe4 P.E.
Product Contro finer
NOA No.-0614.14
Expiration Date: April 11, 2023
Approval Date: September 14, 2017
E-2
GENERAL NOTES: SERIES 740 IMPACT -RESISTANT
CASEMENT WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS MOW SO' IN THE HVHZ, ME
OUTBOARD UTE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MWMI-DADE COUNTY, USE ONLY MIAMLDADE
COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FORANCHOR
EVALUATIONS WERE SOUTHERN PINE, ASW COD CONCRETE MASONRY UNITS
AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4.
4)ALL WOOD BUCKS LESS THAN 1-1N'THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. IX WOOD BUCKS ARE OPROMAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.IW THICK OR
GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOAM TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF WE ENGINEER OR ARCHITECT OF RECORD,
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON
TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF
THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SENJNGFIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IB BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
9) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS
NOT FLUSH TOME SUBSTRATE. USE SHIMS CAPABLE OF T7ANSFEMING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED
TO RESIST LOADS IMPOSED ON THEM BY ME WINDOW.
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURA4CY01-E TEST PRESSURE.
FRAME ANALYSIS AND GL BB PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER MET PRESSURE, STRUCTURAL?
CYCLE TEST PRESSURE. FRAME ANALYSISMO GLA95 MRASTM E13M.
C. DESIGN LOMSARE BASED ONALLOWASLE STRESS DESIGN. ASO.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE.THE
33An%S7RESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FORME EVALUATION OF
ANCHORS INTOWOOD.MN ORSTHATCOMEINTOCOWACTWIMOMM
DISSIMILAR MATERIALS SHALL MEET ME REQUIREMENTS OF ME FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE,
9) REFERENCES: TEST REPORTS F11-7M, 3578, 3500, 3724; ELCO ULMACON
NOA; ELCO CREMREX NOA; APISIMJFBPA NDS FOR WOOD CONSTRUCTION AND
ADM ALUMINUM DESIGN MANUAL
TABLE 1:
Gless Type.
Sheet N
1
BHe•Lemi(1/B An-.OBO'PVB-1/B An
6
2
7118' Lam](3116 An-.OBO°SG-3/18 An)
6
3
711W LBmI 1B HS-.090'SO-3116 HS)
7
4
7/B'LaM. IG 118'An-711V Alr-118-A.-.090-PVB------)
5
5
7/B'LemI. IG 118•T•7116'Air-11B"An-.090•PVB-118'An)
e
B
7/8'LaM.IG(3/18-An-iw Am-3/18'An-.. S0.3/18'An
9
7
7/B'LemL.1GAn-1/4'AIn 311W HS-.M'SG-T18•KS)
7
8
7/8'Lem1. 103H8°T-1/4'Air -WHY An-.080'SG-3/18'An)
B
9
7/8'LemL IG(3118•T-1/4'Air -3/IW HU-.OBO'SG-271B'HS
7
'POI M031FOL® eW BY KURARAYAMENCA, INC.
'SG-=SENTRYGIA BY KURARAY AMERICA. INC.
DESIGN PRESSURE RATING I
IMPACT RATING
VARIES,
SEE SHEETS 5.9
RATED FOR LARGE It SMALL
MISSILEIMPACTRESISTANCE
3r WIDTH
25476• MAX. O.C. IF' MOTH IS
UNDER 33.418'(HEADd BILL j�
4' MAX
B, SEE SHEET2
A
6V
VISIBLE
LIGHT
HEIGHT
(DLO)
1
60V/ \�
I/
i MAY
A. WE O.C.
SHEET2 1
6' MAX.
O.C.
USEANCHOR
PAIR AT EACH
JAMB IF
HEIGHTIS
26.OR OVER
LIB'lIM 1UlED
GIA9SSTAC(
+N'A�eD
.OBI'TFOSIFOLGPVB
.r KMunwr
��
AIAEItlG, PIC.
EXRM�
IA•ANNFAIFEf
GIASG
/3fi
�
11/ G1s' LA8.9 BITE
3
m
GLASS TYPE i
NIG•IAMINARM
W—
GSHTA"
I�
.WSeBYIQJW
Y1G'A181EALEDGF
iGT-SVEIKnHFA£D
AI.@FIG ING.
Guss
M+e'AM+FALFfl of
HFATd EnKnHFtEE
gTErzIOR 98
GLMM
11/61 'OL/SS Bf1E
3
GLASS TYPES 2 & 3
IIT NGM. .STACK
GW45IACH J GI. STAAIEG ...STACK
GLASS STACK
-+R'AwRAUnGIAss
E)TER10R
7W —
HEIGHT
9
B
13AM&AX. O.C. EAD&HIS
4•MAX 33.4>6•d OVER (HEADd$ILL)
30'VISIBLE
OPENING (DLO)
TYP. ELEVATION OF CASEMENT WINDOW
•2014 FLORIDA BUILDING CODE (TIED), 6TH EDITION
•ASTM E130004
.MSVAF&PA NDS-201S FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL. ADM-3015
-AISI S100-12
GENERAL VATIONOTES
.... .............-........
1 1.; UICENBp
ELEVATION......ILL.................-.........1 � •Z..
GLAZING DETAILS......-- .......... .....1 Q' No.6B703
INSTALLATION- ............. AILS-......... 2
ASSEMBLY TUBE DETAILS.............3
ANCHOR SPECIFICATIONS...........4 N'. 6
ANCHOR QVMITITIES........... ........ 4 %•P At
DESIGN PRESSURES ........-.-......... S-9 %CI ••.
ASSEMBLY DETAILSIBOM .............. 10 i� FLORIOP.
EXTRUSIONSISPACER.„...... -...._.. 11 '!crS/pNAt.1
1.
DIV
Oil!
lia
GLASS TYPES 4 & 5 GLASS TYPES 6 & 7
I IIIW GLASS BITE
GLASS TYPES 8 & 9
JR 05/25/17 ;
I Feviaetl 6y: Poln
�/" Oex<riPlbn:
GLAZING DETAILS
G4Ss V.
PRODUC REVISED
m romplllre With the Flwld,
AtaTlmce
E P�imlirya Dme �3
BY n
Nuema
J ROSOWSKI
N. VENICE, FL 34275
(941) 40U-16 1 CASEMENT WINDOW DETAILS — LM & SM OSM/12
1 OF 11
INSTALLATION
OPTION 1 EDGE
INSTALLATIONANCHOHS DISTANCE
INTO2X WOOD.
AS REQUIRED PER C
TABLE3,SHEET4 �.
ATTACHEDTO
FRAME JAMB L
EXEERIOR
ATTACMEDTO
VENT JAMB
'
WINDOW
HEIGHT
VISIBLE
LIGHT
HEIGHT
(DLO)
ATTACHEDTO
FRAMEJAMB
a
gTTACHEDTO r
VENTJAMB L 4
EDGE DISTANCE
EMBEDMENT
TYPTPE.
TYPE,
EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE,
SEE TABLE 3,
SHEET 4.
INSTALLATION
OPTION 2
CONCRE7EICA111 INSTALLATION ANCHORS
PER ANCHOR DIRECTLY INTO MASONRY.
REQUIREMENT
114-MAX
SHIM
EDGE
DISTANCE
EMBEDMENT •-
FLANGE C HEAD.
SILLBJAMBS
SEEL
JAMS
NOTES: A1,E
tWRD-
1) USE ONLY SUBSTRATE -APPROPRIATE
WARE
ANCHORS LISTED ON TABLE 3. SHEET 4.
FOLLOW EMBEDMENTAND EDGE
BUCK
DISTANCE LIMITS. ANY INSTALLATION
HEIGHT
OPTION SHOWN MAY BE USED ON ANY
SIDE OF THE WINDOW.
ATTACHED
FRAME
2) ALL WOOD BUCKS LESS THAN I-1R'
JAMS A
THICK ME TO BE CONSIDERED IX
INSTALLATIONS. IX WOOD SUCKS ARE
OPTIONAL UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS M ARE 1-in' THICK OR
GREATER. IX AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TOTHE STRUCTURE.
WOOD BUCK DESIGN AND INSTALLATON
IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD. MAXIMUM
1
SHIMTHICKNESSTOBE1W.
18 B4
1XWOOD
BUCKSTRIP,
BEE NOTE 2,
THIS SHEEP.
TY'F HONOR PE.
114'MAXSHIM
EMBEDI WANG EDGE
.. ..
DISTANCE PER SUBSTRATE,
SEE TABLE 3.BHEET 4.
EMBEDMENT
CONCA
INSTALLATION
PER AOPTION3
REQUINSTALLATIONANCHORS
.EDGEDISTANCE
THROUGH IXBUCKSTRIP
VERTICAL SECTION B-B
INTO MASONRY.
* NIL 58705
PE
BUCK WIDTH
TO
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL.
N44fM4=
0
—�
18
84
EDGE
SELOWOPERATORARM
3B 38
DISTANCE
ATTACHEDTOVENTSILL
35-37 Bi
—t-
VISIBLELIGHTWIDTH(DLO)
DADEAPPROVED
3
5
MULLION, ALUMINUM,
IUIREMENTS,
STEEL FRAMING OR
T4.
R
STEEL STUD.
WINDOW WIDTH
EXTERIOR
HORIZONTAL SECTION A
-A
10,
EGRESS FORNNLPS:
WIDTH. WASH HINGE: WINDOW WIDTH -13.12
NOTES:
WIDTH, EGRESS HINGE: WINDOW WIDTH -T-U2
L
1)WHENINSTALLING
COMBINATION UNITS.
HEIGHT:WINDOWHEIGNT-B
ADDITIONAL INSTALLATION
VISIBLE LIGHT FORMULAS:
10'MAX.
ANCHORS MAY NEED TO BE
WIDTH:WINDOW'MDTH-7
IINSTALLEDTHROUGHTHE
/
T
1
WINDOW FRAMESAT IO' MAX.
HEIGHT:WINOOWHEIGHT-T
_
FROM EACH SIDE OFTHE FRAME
`
ASSEMBLY TUBE CENTERLINE.
!t
SEETABLEBELOW
L._ SEE DETAILA2, BELOW
DETAIL
M410a041 AmM. R4AWN4 an 4ec0
Sltle dtV F.. MuMbly T In IFA
LL
W4Wow
W14N
AncOm
Fe
B, C&D
1T -25.B'
1
1
0
w-
LL
WlIght
VH1�1t
AnoM1ar
p 8,C60
17'-25.W
1 0
26'e
4RODULTREVISE0
AE
-Pl iW DemmdA
Code
AcmDWnx r» 17.O614.14
ReNaee B/ pole: RoriCHA
JR 05/25/17 NO CHANGES THIS
SHEET.
!z '1alioo Uac /fffj3
nI1
!Biwa
RaT
flewsae By.
Dale:
ReNaien:
D— Dy:
CROSS SECTIONS R INSTALLATION
J ROSOWSKI
1070 TECHNOLOGY DRIVE
EDe:
Cale:
N. VENICE, R 34275
(S41) 400-1600
CASEMENT WINDOW DETAILS - LM $ SIM
08/08/12
mpmIGMOID1a
91WF9.WG
Sniea/Moeel Scot:
Sn
Onniag"
Rec
---
CA-740
NTS
2 2 OF 11
MD-CA74O-LM
C
CASEMENT(
WIMCW��
HEIGHT
L\
WINDOW
WIDTH
T40 SERIES
CASEMENT EXTERIOR
WINDOW
CASEMENT / CASEMENT (XX)
AWNING / CASEMENT / FIXED CASEMENT (XXO)
—
FIGURE I:
h+ 1W. SEE NOTE T,THIS SHEET
FIGURE 2: 74 SERIES
/ C
C \
/
AWNING
-� WINDOW
/ L�
V
74I 740
SERIES ASSEMBLFS
Y SERIES
CASEMENT CASEMENT
WINDOW TUBE WINDOW
/ 1
/
0 FRAME
ASSEMBLY
��.
TUBE
10',SEENOTE7,
D
T115 SHEEP
\
740SEMES
/
—CASEMENT —�
WINDOW
E
FRAME
E vMBE �
/
\T405ERIE3
FIXED WINDOW\_
/
•SEE PRODUCTS MAFOR
INSTALLATIONSPECS
T40 SERIES
PRODUCT REVISED
AmWYi^S wiNhHwFlmide
BwINng Cale 1A
AaCSFIan[[NP � -0 (4'qY-
fspimlivnDNa ft-s
By
1) DIMENSIONS SHOWN ARE
TIP -TO -TIP DIMENSIONS FOR EACH
INDIVIDUAL WINDOW. FOR SIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILASLE NAOTM OR HEIGM
DIMENSION SHOWN ON THE TABLES,
U)UJI
N
2) MY 74MERIES PRODUCT
U
t+G
(CASEMENT, AWNING OR FIXED
Z
CABEMENT)MAYBEATTACHEDTO
¢
J
J
THE FRAME ASSEMBLY TUBE. FOR
2
ALL WINDONA3, USE THE WINDOWS
U
H
I
m
NOA FOR ANCHORAGE, SIZE AND
IJ
J
DESIGN PRESSURE LIMITATIONS.
0
0
Q
3)ALLWNDOWSINTHE
rc
m
W
r
N
COMBINATION UNIT MUST BE ABLE TO
GO
c,
INDIVIDUAILYCOMPLYWITHTHE
r.
~
y
REOUIREMENTSOFTHEIR
>
O
RESPECTIVE MA
N
0
J
O
DO
0
4)FRAMEASSEMBLYTUBETOBE
740 SERIES
8 0
8
FASTENEDTOWNDOW,ASSHOWIN
2
Y
CASEMENT
DETAILS MATH MIN. 012 X 1-SHEET
W
S
FORSINGLEUNITS:
/
'A'IMVw
/
WINDOW
METALSCREWS. USETHESAME
(n
00
H-'
MIN.Y IY X v SM6 LMJ
LMJ
SPACINGANDDUMITlYAS THE
9
W
1) DETERMINE YOURWINDOW SIZE
AND GLASS.
THROUGH
FRAME
OPPOSITE FRAME MEMBER.
O
0 ..W
ON HOLES
FRAME
ASSEMBLY
�0
�'0
W
2)XNOWNO YOURANCHORTYPE
ASSEMBLY
TUBE
TUBE
5) THE FRAME ASSEMBLY TUBE MY
NOT EXCEED G2'IN LENGTH (AB USED
Q.
a LL. u�
ANOSUBSTRATE,DETERMINE
MIN.#12X
INAGU'FLANGEDWIMOW)ORBE
s
o SLL
YQ
EU
YOUR ANCHOR GROUP FROM
MIN. 012X
1.�
USEDINTMORCROSS
TABLE 3, SHEET 4.
A=MEKt��MMOR
WF�E
vSMS
T40SERES
THROUGH
CONFIGURATIONS.
3) FROM SHEETS 5A. FINDTHE
SHEET FOR YOUR GLABSTYPE.
FIND THE PRODUCTS DESIGN
THROUGH
INSTALLATION
HOLES
CASEMENT
WINDOW
INSTALLATION
HOLES
B)THEFRAMEASSEMBLYTUBEIS
NOTREOUIREDTOBECLIPPEDTO
®
Oro
PRESSURE FROMTHE TABLE
0 SERIES
ASEMENTLABELED'DESIGN
THE SUBSTRATE. ALLEYTERIOR
PRESSURE
WINDOW '- WINDOW
TUBE
7403ERIE5
0 _m
(PSnMRSINGIEWINDOWS,ALL
EXTERIOR
EXTERIOR
FIXED
T)FORALLCOMBINATIONUNRS,
Wiz'
ANCHOR GROUPS'.
CASEMENT
WINDOW
ADDITIONALWSTAJATIONANCHORS
aim
4)DIMENSIONSSHONMARE
HORIZONTALSECTIONCC
MAY NEED TO BE INSTALLED
THROUGH THE WINDOW FRAMESAT
TP-TO,nP. MR SIZES NOT
1W MAX. FROM EACH SIDE OFTHE
SHOWN, ROUND UP TO THE NEXT
FOR EACH WNDOW IN A VERTICALLY OR HORGOWALLY COMBINED ASSEMBLY. VERTICALSECTOND-D
VERTICAL SECTION E-E
FRAMEASSEMBLYMBE
AVAILABLE WIDTH OR HEIGHT
CENTERLINE. SEE TABLE BELOW:
14Y
DIMENSION SHOWN ON THE
1) DETERMINE EACH INDIVIDUAL WINDOW TYPE SIZE AND GLASS MAKEUP SEE FIGURES 152 THIS SHEET DETERMINE YOUR
ANCHOR GROUP FROM
TABLE 35HEET 4
01I LYN
TABLES.
2)MOM SHEETS SA, FIND THE SHEET FOR YOUR GLASS TYPE.
51 USING THE TPBLE LABELED
•LMNDOWMICHORSREOUIRED'
3) FIND THE DESIGN PRESSURE FROM THETABLES IABELED'DESIGNPRESSURE(PSFJFORMNOOWSAUACHEOTOAVERT/CALFRAMEASSEMBLYMBE' ORDESIGN
(TABlE 2, SHEET 4),OETERMINE
PRESSURE(PSF) FOR WNOOWSATTACHEO TOA HORIZOATAL FRAMEASSEMBCYMBE', DEPENDING ON WHICH WAYTHE FRAME ASSEMBLYMEE IS ORIENTATED,THIS
THENUMBEROFANCHORS
MUST BE DONE FOR EACH WINDOW INTHE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLBESTO THE ENTREASSEMBLY. DIMENSIONS SHOWNARE IP-T6TIP.
NEEDED INTHE HEAD,SILLAND
FOR SIZES NOT SHOWN, ROUNDUP TOTHE NEXT AVAILABLE Vill OR HEIGHT DIMENSION SHOWN ON THE TABLES.
JAMBSOFYOUR WNDOW.
4)USINOTHETABLELASELED WNDOWANCHORSREDUIRED'(TMa2. SHEET 4), DETERMINE THE NUMBER OFANCHORS NEEDED IN THE HEAD, SILLAND JAMBS OF
B)INSTMLA9 PERTHE
YOUR WINDOW.
INSTRUCTIONSONSHEET2.
51 NSTALL AS PER THE INSTRUCTIONS ON SHEETS M. NOTE THATADDRIONALANCHORS THROUGHTHE WNDOW FRAME INTO THE SUBSTRATE MAY BEREOUIRED (SEE
SHEET2), AND THAT MIN. #12 X 1-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ONTHIS SHEET).
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1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGEFROM MC iETHAN ONE OF
THEANCHOR GROUPS ABOVE, CHOOSE THEANCHOR GROUP OFTHE LOWEST LETTER
FORALL SUBSEOUENTTABLES WiHISAPPROVAL,
2) ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METAL SUBSTMTE
3) ANCHORS MAY BE HEXHEAO, PPNHEPD OR FLATHEAD.
4) FOR STEEL STUDS, MIN. FU • 45K51, MIN FY • 33 NEI.
SHOWNONTHETABIE
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PVBI M08110&:VB BY KURARAYAMCA, INC
•SG1 SENTRYGVS®BY KURARAYAMERICERIA INC.
EXAMPLE 1: FOR WINDOW COMBINATION SHOWN SELOW; 711V HEAT -STRENGTHENED.
LAMINATED GLASS, 1W MASONRY ANCHORS INTO CONCRETE. *TW-55 PSF DP REQUIRED
CASEMENTANCHORS'
A) FROM TABLE 12, ANCHORS C A DALLOW A DP OF 47W-S0.
B) FOR THE JAMB. FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUSSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR.
C) FROM TABLE 2, 6ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 2 ANCHORS ARE REQUIRED W THE HEAD 5 SILL
E) DISTRIBUTE ANCHORS FOLLOWINO GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEETS 2 13. INSTAU I ADDITIONAL ANCHOR ON THE FRME ASSEMBLY
TUBE SIDE OF THE AMING(HEAD B SILL).
FI(EDCABEMENTANCHORS'
A) FROM TABLE 11. A 34• X61• FIXED CAREMENTWINDOW HAS ADESIGN PRESSURE OF
-701-W USING ANCHORS C OR D.
B) FOR THE JAMS. FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETZI
ANCHOR.
C) MOM TABLE 8 ANCHORS ARE REQUIRED W EACHJAMB.
D) SIMILARLY, 3 ANCHORS ARE REWIRED IN THE HEAD S SILL
E) DISTRIBUTE ANCHORS FOLLOWING
GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEET 2, INSTALL 1
AD OITIONAL ANCHOR ON THE FRAME
ASSEMBLYTUBE SIDE OFTHE FIXED
CASEMENT (HEAD B SILL).
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A LYNN1gilER.PE
PE650106
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TABLE s:
FOR GLASS TYPES:
1) 5/16- LAMI (1/8 AN - .090- PVB -118 AN) �OURR6W3®
�°dri°8 widrlb]Pbri�
4) 7/8' LAMI. IG: (1/8' AN - 7/16" AIR - 1/8" AN - .090' PV8 -1/8' AN) neim�e cme
A¢Nlmw rx I - 4- ¢
PV TROSIFOLt'PW BY KURARAY A,&MCA, INC. L moor amc
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WINDOWANCHOR m d
LOCATIONSANDOUANDRES. N 11 N £I
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TABLES: Q J
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m LU ..
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W N
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Anchor Group AmhorG=p Anchor Gmup Anchor Gn\rp Anchor Gmp Anchor Gnup Anchor Gmup DO W � YF
A B C D A B C&D A B C&D A B C&D A B CAD A B, C80 A 9, C&D N 0 0 „Z
under 23' +7a-90 +70R9D +70190 47m-90 +7N-8D +70/410 +7m90 +70A90 +iD120 +7m-9D +7a-90 470fal +7a.Be +m-90 +71850 +7W-90 +7m.9D +70 so +76/SO +7N50 g o .2 CD cl) sZ
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3B8'8' +701-90 +701.76.4 470/4A1 +781.90 M-84.6 +70/90 +70/90 fM-79 +7N90 +7(V 90 +701-73 +70190 +701.90 +7dEt.8 +7d50 +701SO +7d-7&3 +7W-90 +701.74 +70-90 F Q) rt H o
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50518' +70'-723 +147.9 a1�.3 +70690 +1-64 +701.9D +70190 ;I_ 9 +701.00 +70/-90 +/45A +7019&7 +7d-90 +/-82 +7N-79.6 +70F90 +Id9.3 +701-90 +/Sfl1 +M-89.2 m,� co 0 E Ur u $
Ba' N431 N4&e N-6B.6 +70/90 a/-64 +m4&8 '+70/-90 N-6&6 +76'91 +70'-90 +1467 +7m-74.9 +70148.6 +1S 3 N-87.1 +70/403 +/4D.1 +7d-77.7 W47.4 +701-74A o � 0 .5.y y �o
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TABLET. FRAME
�EASSEMBLY
WINDOW FRAME
HEIGHT ASSEMBLY WINDOW
TUBE HEIGHT iw $. J
to MAX dim $ri o..
ADORB)NU. -�
WNDOWIDIrIgNL e
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SEE SHEETS I& 4 FOR WINDOWANCHOR
I ylpl�yl LOCATIONSANOWANTRIE&SEESHEET + Y LYN /
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REOUIRFOR THE FRAME AS3FORAWADDfro�ANCHOSEMELY : ��`ll1?OI}CENS���(�
SEESHEET51\4FORWWDOWANCHOR TUBE.
LOCATIONS AND OUAh7tlES. SEE SHEET No. 58705
3FORANYA➢DITIONALANCHORS
REQUIRED FOR THE FRAME ASSEMBLY -
TUBE. -0 -•
1�3 Es9HFET4FOR ADDmoNALSMPIE LONFlDUPATwNs. SS�LyNIJpd`j�li PE`•
21SEESHEETI FOR SNUBBERfE-0IAiEMENIS. PE168rD!
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7) 718" LAMI. IG: (3116"AN -1/4" AIR - 3/16" HS -.090" SG - 3/16" HS)
9) 7/8" LAMI. IG: (3116" T - 1/4" AIR - 3/16" HS - .090" SG - 3116"HS)
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SEE SHEETS 1 84 FOR WINDOW ANCHOR
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SPACER
Party
Description
Material
100
Kcmmedit 4SG TPS Spacer System
101
Quanex Super Spacer nXT with Hot MEN Butyl
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102
Quanex Dureseal Spacer
Matedals
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EXTRUSIONS &SPACERS
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107TECHN0LCT DRIVE
N. VENICE, FL 34275
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M IAMI-DADE St. Qle Coanty entMIAM1—DADE COUNTY, FLORIDA
on 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.eov/economy
PGT Industries, Inc. SCANNED
1070 Technology Drive, BY
North Venice, Fl. 34275 St. Lucie County
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 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 "67011P" Aluminum Sliding Glass Doors w / Reinforcements
APPROVAL DOCUMENT: Drawing No.PGT0003 Rev F, titled "Series 670 H.P. Aluminum SGD-NT,
sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 08/10/17, signed and
sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice
of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as
applicable are required.
Limitations:
1. See table 1, sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures,
reinforcements, glass types, sill riser for positive DP limit and anchors requirements.
2. Applicable, egress operable doors must comply with min clear width & height requirements per FBC.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it
shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 16-0629.04 and consists of this page 1 and evidence pages E-1 & E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda , P. E.
NOA No. 17-0420.10
Expiration Date: March 24, 2020
Approval Date: September 28, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (See test report below).
2. DrawingNo.PGT0003 Rev E, titled "Series 670 H.P. Aluminum SGD-NI", sheets 1 through 10 of
10, prepared by manufacturer, dated 08/05/07 and last revised on 06/08/16, signed and sealed by
Lynn Miller, P.E.
1. REF 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/
TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc.,
Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and
06/20/16, all signed & sealed by Idalmis Ortega, P.E.
2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5987 and FTL-5995,
dated 08/10/09, both signed & sealed by Julio Gonzales, P.E.(submitted under #11-1018.18/# 09-
0826.14.
3. REF test report FTL 7825 for Alum XOX SGD per TAS 201,202 & 203-94 (submitted
under #15-0106.07).
C. CALCULATIONS (submitted under #15-0106.07)
1. Anchor verification calculations and structural analysis, complying with FBC 511 Addition
(2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Lynn Miller, RE
2. Glazing complies with ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS (submitted under #15-0106.07)
1. Statement letter of conformance to and complying with FBC 514 Edition (2014), issued by
manufacturer, dated 12/31/14, signed and sealed by Lynn Miller, P. E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 15-0106.07, expiring March 24, 2020.
2. Test proposal # 16-0152 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5' edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E.
5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
Ishaq I. Chanda, P. E.
Product Control Examiner
NOA No.17-0420.10
Expiration Date: March 24, 2020
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence submitted
A. DRAWINGS
1. Drawing No.PGT0003 Rev F, titled "Series 670 H.P. Aluminum SGD NI", sheets 1 through 10 of
10, prepared by manufacturer, dated 08/05/07 and last revised on 086/108/17, signed and sealed by
Lynn Miller, P.E.
B. TESTS
1. REF 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/
Fixed glass clips), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-
7468, dated 08/23/13, signed & sealed by Jorge A. Naya, Jr, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2014(51
Edition) and FBC 2017(6u' Edition), prepared by manufacturer, dated 04/08/7 and last
revised on 08/10/17, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (511' Edition) & FBC 2017 (6u' Edition), issued
by manufacturer, dated 08/10/17, signed and sealed by Lynn Miller, P. E.
G. OTHER
1. This NOA revises # 16-0629.04, expiring March 24, 2020.
Ishaq L Chanda, P. E.
Product Control Examiner
NOA No.17-0420.10
Expiration Date: March 24, 2020
Approval Date: September 28, 2017
E-2
GENERAL NOTES: SERIES 670 H.P. NON -IMPACT SLIDING GLASS DOOR DESIGN PRESSURERATNO IMPACT RATING
BEETABLES I4IAON I NOT MTEO FOR MISSILE
1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET 4 IMPACT RESISTANCE
G1 - (i) LITE OF 3/16' TEMPERED GLASS.
G1A - (1) LITE OF 1/4' TEMPERED GLASS.
G2 -1" I.G.: (1) LITE OF 3/16" TEMPERED GLASS+ WW AIR SPACE +(1) LITE OF 3/16' TEMPERED GLASS.
G2A-1" I.G.: (1) LITE OF 1/4' TEMPERED GLASS+ 1/2" AIR SPACE + (1) LITE OF 1/4" TEMPERED GLASS.
DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13DO.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO.
ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO
IEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.
)R ANCHORAGE DETAILS SEE SHEETS B 8 7.
SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
REFERENCES: TEST REPORTS FTL5987 AND FTL5995, DATED 08/07/09 AND FTL-7825; ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOAS.
4SVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM. ALUMINUM DESIGN MANUAL
THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH
:LOCITY HURRICANE ZONE (HVHZ).
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE.
CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (10W) HIGH WITH A MAXIMUM OF FOUR 4 FT. NOMINAL WIDE DOOR PANELS.
SEE EXAMPLE ELEVATION AND PANEL CONFIGURATIONS ON SHEET 7.
D.L.O. WIDTH = NOMINAL PANEL WIDTH -7"
D.L.O. HEIGHT=NOMINAL PANEL HEIGHT -8.25'
TABLE A:
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 56:
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE
COUNTY, USE ONLY MIAMI40ADE COUNTY APPROVED ANCHORS. SEE
TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND
SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK. IX WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID
CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT
OF RECORD.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX 1/4'
THICK 8 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,
AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF SUBSTRATE IS WOOD,
30N FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
CODES I STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBCA M EDITION
•2014 FLORIDA BUILDING CODE (FSC), STH EDITION
-ASTM E1300�00
•ANSI/AF3PA NDS2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-20/5
•AISI S100-02
•AISC 36M110
SHEET
GENERAL NOTES.............1
ELEVATIONS ......................2
GLAZING DETAILS ............ 3
ANCHORAGE .....................'4-6
DESIGN PRESSURES.......4
ELEVATIONS.. . ... ........... 7
CONFIGURATIONS........... 7
VERT. SECTIONS..............8
HORIZ. SECTIONS ............ 8
PARTS LIST ....................... 9
EXTRUSIONS .................... 10
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1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE
ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL
TABLES IN THIS APPROVAL
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU - 45 KSI, MIN FY = 33 KSI.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND
BEYOND METAL SUBSTRATE.
CER7.OFAMM 426ab
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MAX. UNIT MAX. UNIT
WIDTH�96We�® 45 5/16"
MAX. o MAX.
UNIT UNIT
HEIGHT e 5 a HEIGHT s e a
108" 108"
XO, OX, XX e a e OXX, XXO, OXO s a N
MAX. UNIT
WIDTH 191 1/2"
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HEIGHT
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APPROVED CONFIGURATIONS -'*s *—
IWO7EGLNRaraIYE 'ELEVATIONS N wa'eaams ELEVATIONS �"••RORIDN:'�?�:
,BH)IBPIEM SSIONAL ENG�`
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Part#
Description
Material
56
Kommeairg 4SG TIPS Spacer System
67
Ouanex Super spacer R(r with Hot Men Butyl
Sea this
Sabr
58
Ouanex Dumseal Spacer
Ma teaiels
59
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74
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8MC /W9B9B ova yam✓ ��Z�" A. LYNN MILLER, P.E.
mmmNv. NTS 3 s 10 PGT0003 F P£.a 68705
Design Pressure (DP) and Anchor Cuandfies Required
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C]+3
C7+3
G6+3
C8+9 CA
CP2
Jamb
1B
14
12
10
10
14
10
10
Is
14
1 10
1 10
16
t{
10
10
20
1 19
1 12
1 10
1 20
18 1112
10
mewiffil-
�aaaa
ALL INTERLOCKS TO BE REINFORCED
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4' SILL.
2. WHEN USING THE 2 1IT SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH
THE 31/4'SILL. POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE IA ON THIS SHEET.
3.2 1/2'. 31/4' AND 4- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1 1/2' SILL IS NOT AND MUST ONLY BE USED WHERE WATER
RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE
1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING
WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION
IS NOT RATED FOR WATER INFILTRATION.
4. SEE SHEETS 0 & 7 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION.
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
K8PA9Ct:RL3496
Iw04mfero
Tarr. oPAurR24'J92B9
'-- EXAMPLE ON SHEETS
r OHLENGTH y
OVERHANG
OH LENGTH
OH OH HEIGHT
HEIGHT EQUALT01
$I OR GREATER
0
SEE NOTE 3
TABLEIA
SILL HT. VS POS. DP
SILL ME
HBGM
(.)DESIGN
LOAD
F-WH 1-IlT
NA
IOW 2-IM
+ 16.67 PSF
M31 31/4'
♦60.0 FSF
HIGH 4'
• 90.0 PSF
SEEN TM W
DLO WIDTH - NOM. PANEL WIDTH -7'
DLO HEIGHT=NOM. PANEL HEIGHT -8,25"
4 a 10 1 PGTD0a3
PBS.-n
NO 58705
P.E.B
EXAMPLE OXX ANCHORAGE PLAN:
(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C IN CONCRETE SUBSTRATE
+2 C7 +2 G7 +2
1
A
i
MAX.
24° MAX. O.C. °
• • °"
6'
(ADD ADDITIONAL �...
"(20) ANCHORS TOTAL@.
ANCHOR MIDSPAN
EACH HEAD&SILL."
IF NEEDED)
2
48' NOM. PANEL WIDTH
MAX,
)8'
AX
6'Mf
+1
'II
I� y
8' MAX- T1P.
" 24' MAX. O.C.".I�_
I
"
C.L ASTRAGAL
3.10 MAX.
L
2.04'
T
8' MAX.
CLUSTER DET., SHEET
INTERLOCK
CENTERLINE
ASTRAGAL
CENTERLINE
24'MAX. O.C. I I CENTER OF PANEL
145-06' MAX.
EXTERIOR
O.C.
(12) ANCHORS
PERJAMB
(SEE SHEET 7
FOR CLUSTER
O.C. SPACING)
X.
8' MAX.
'ANCHORS PER PANEL' ARE THOSE
AT THE HEAD AND SILL BETWEEN
CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB.
IRDMU[IM[YIS/D
°�YINiw1U,YFbN
busxe Cem
AcePYxe Na�O
BVMwW M"M �//��I �Izn
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE I ONSHEET4:
HEAD & SILL ................
B' MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
` 06ENgF'.
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8' FROM CORNER ANCHORS CAN BE INCLUDED)..P
ADDITIONAL ANCHORS 24' MAX. ON CENTER.
No. 68705
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL/ INTERLOCKS ON SHEET 7.
N _
JAMBS
6" MAX. FROM BOTTOM AND 21" MAX O.C.
.........................
UTILIZING JAMB ANCHOR QUANTITIES FROM
ION
u
���
RIOP..•.
ON 4.�
a�avm
ANCHORAGE SPACING B EXAMPLE PLANS
TABLE SHEET
SERIES 670 H.P. ALUM. SGD-NON-IMPACT
JR
0495'1)
F
REVISEObWWFlID IXMIRETO NEWANdIOROl1AMR1ES
[wMlrteMl
wer
—
Ypre I4
Os
®
NTS
5 + f0
PGT0503 F
MV
X LYMILIER. P.E
v.En557oa
EMBED., SEE
TABLE A. SHEET I�
EDGE DIST.,
SEETABLEA,
EXTERIOR INTERIOR*
1I4'MAX SHIM �-1
EDGE DIST.,
SEETABLEA,
SHEETI
EMBED.,SEE
TABLET
ALL VERT. SECTIONS
SMS TYP., SEE ( )
SHEET 1
ANCHOR NOTE 2, SHEET 1
2-1/i6°'
SHEET 1 7E MAX.
NOTES:
2x WOOD BUCK
(SEE ANCHOR
EMBED.,SEE 1. ALL DIMENSIONS SHOWN
TYP., SEE ANCHOR
1/4'MAX•
NOTE 5, SHEET I)
ARE BASED ON MINIMUM
NOTE 3, SHEETI
SHIM
rSHEETI
2-7H6'•
2x WOOD _
BUCKTYP., T
- -1 2. METAL SUBSTRATES
SMS TYP.,
SEE ANCHOR i
SIMILAR TO WOOD
SEE ANCHOR
DETAIL A. 2-TRACK
J�
NOTE 3, SHEET 7
SUBSTRATES AS SHOWN,
D
NOTE 2, SHEET,
W/SCREEN FRAME
SMS TYP.. SEE
DIAGONAL, D.C.
EDGE DIST.,
(OTHER FRAMES SIM.)
ANCHOR NOTE 2, SHEET, 21/18"
DIMENSION THE
SEETABLEA,
DETAIL E. 2-TRACK
FRAME JAMB
DETAIL B.2-TRACK FRAME HEAD
DETAIL C.
HEAD a HE
2-TRACK FRAME SILL SHEET, HEAD 8 SILL, 6' IN THE
JAMS,
WOOD INSTALLATION
WOOD INSTALLATION
WOOD INSTALLATION
EMBED., SEE TABLE A
SHEET
1/4'MAX SHIM —�
Ix WOOD
BUCK TYP.,
SEEANCHOR
NOTE 3, SHEET 1
CONCRETE
ANCHOR TYP.,
EDGE DIST., SEE
TABLE A SHEET,
EDGE DIST.,
SEETABLEA 2-1116"
SHEET I 1X WOOD `
BUCK TYP.,SEE ANCH0
,n NOTE 3, SHEET `.`.'..-
•2-1/16" C
J 1/4'
SEEANCHOR _ MAX
NOTE 1, SHEET 1 SHIM
''�ONCRETE
DETAIL D. 2-TRACK FRAME JAMB
CONCRETE INSTALLATION
EMBEO., SEE
TABLE A. SHEET EDGE DIST.,
1/4'MAX SHIM SEETABLEA EDGEDIST.,
I SHEET SEETABLEA
SHEET I
METALSUBSTRATE,
SEE TABLET,
SHEET 1 METAL SUBSTRATE,
SMS
TYP., SEE ANCHOR
NOTE 2, SHEET 1
SEE LEA,
2-1/16"
SHEET
1/4' MAX
SHIM
DETAIL E, 2-TRACK FRAME JAMB
WOOD INSTALLATION
ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A
MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
EMBED,, SEE
TABLE A,
SHEET
114' MAX
(SEE ANCHOR
NOTE 5. SHEET 1)
CONCRETE ANCHOR TYR,
SEE ANCHOR NOTE 1, SHEET 1
DETAIL F, 2-TRACK FRAME HEAD
CONCRETE INSTALLATION
EMBED., SEE
TABLE A
2-1l16".--.
4CHOR TYP.,
NOTE 1, SHEET 1
r GROUT AS REO.
DETAIL G. 2-TRACK FRAME SILL
CONCRETE INSTALLATION'
SHEET 1 1/4' MAX.
(SEE ANCHOR
NOTE 5, SHEET 1)
METAL SUBSTRATE,
SEETABLEA.
SHEET r
&MS TYP„ SEE
ANCHOR NOTE 2, SHEET 1
DETAIL B. 2-TRACK FRAME HEAD
WOOD INSTALLATION
CM. OFA ..ATE
,., SEE
SHEET
6.644[2
.2.0'6'
64'
6
MIN.
DIAL.
O.C.
TYPICAL JAMB ANCHOR PAIR
FOR DETAILS -D' &'�, SEE
ELEVATION FOR O.C.
SPACING, SHEET 5.
EDGE DIST., SEE
TABLE A, SHEET 1
SMS TYP., SEE
ANCHOR NOTE 2, SHEET,
EMBED., SEE
H-1TAr
BLEA
I SHEETI
21/16°T EDGE DIST.,
SEETABLEA
SHEET 1
DETAIL C. 2-TRACK FRAME SILL
1A00U[fYEV151�
� arWf Yf aIH.Y FLIP
•' Arcyn...<.s N
rce tkv2g. o
e.r4al. me
r&s P.off„a, eaa
*.: NO.56705
ALYNN P.Eg&ER PE
SC[eAMP. NTS 6 a 10 PGT0003 _ F P.EYSB>OS
C
SWGI.E
DETAIL W OR'L', SHEET 8
NOTES:
WRFLOCK
LTA
r B ANCHOR DETAILS'D'8
1. BEE THIS SHEET FOR
S/NGLE
/ 'E', SHEET 8
1
SHEETS
INDIVIDUAL PANEL
LOCXSTME
^rDETAIL'J',
CONFIGURATIONS. MAX.
WrakOCK
V
NOMINAL PANEL WIDTH =48'.
SEE SHEET 8 FOR SECTION
LOCKS711E
ASTRAGAL DETAIL'M', SHEET 8J
DETAIL T. SHEET 8&
DETAILS AND SHEETS 4-6 FOR
WWNGLEK
EXTERIOR
ANCHOR DETAILS'A','B'&
ANCHORAGE DETAILS.
r =
'P.SHEET6
ti
■
1�
l
•R.3T:.W,ll
191 112 MAX WIDTH
SEE FIXED
6X.
1' MA PANEL CLIP
D.L.O. DETAIL BELOW
WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
I TYPE
TYPE
I TYPE
9.
I .P.
1 SEE
I
I
97 7/8' 10
MAX
D.LO. H
HT.
Typ,
REINF.
NOTE
REINF.
I 3
MAX.
TYP5.
2. DLO WIDTH = 41' MAX.
DLO HEIGHT = 97 7/8' MAX
3. (1) LOCK (ITEMS 75 & 107-110)
AT EACH LOCKSTILE, LOCKING
INTO KEEPER AT
(^
FRAME JAMB OR ASTRAGAL.
R ASTRAGAL.
4. MAXIMUM NOMINAL
PANEL WIDTH FOR ALL PANEL
CONFIGURATIONS EQUALS 49.
8'
T420"
8"
MIN.
DIAL.
I i
O.C.
TIPICAL JAMB ANCHOR PAIR FOR
01/7 IF
awnxrns
L SEE FRAME & OXXO (2 TRACK)
DETAIL'H', SHEET 8 & DETAILS "D" &'E', SEE ELEVATION
PANEL CORNER
ANCHOR DETAILS'C' & FOR O.C. SPACING, SHEET 5
CONSTRUCTION
'G', SHEET
DETAILS BELOW
FI.1ED
A57RA
NOTE:
LOCXSTRE
OU7
REINFORCEMENT 4 INTERIOR
REQUIRED AT (ALL PANEL TYPES)
@ AS/INnOAL
ALL
LOpS9�
E
INTERLOCKS. N5 EXTERIOR
TNT.
ASTRAGAL OR
INTERLOCK
TNT.
ASTRAGAL OR
INTERLOCK
I T.
ASTRAGAL OR
INTERLOCK
CENTERLINE
CENTERLINE
CENTERLINE
7°
7•
1.7s'
T
1.75'
3
3.5"
7"
4'
L__�
5�
y 2.04'
4.051' 2.04'
��;53.5'
4.051' 3.5'
4.051'
7'
T'
2-TRACK, ASTRAGAL/INTERLOCK 2-TRACK, ASTRAGAL/INTERLOCK
B ANCHOR CLUSTER -C6 8ANCHOR CLUSTER -C8
�er.6AIIM2�9
2-TRACK. ASTRAGAL / INTERLOCK
7 ANCHOR CLUSTER -C7
NOTES:
1. ALL DIMENSIONS
Mto08cr 88VL580
SHOWN ARE BASED
d�Nr4Y.uT hribM
ON MINIMUM
6idrwW ���
ALLOWED.
d
2. METAL
ISk� �.L�.w�
SUBSTRATES
ky�
SIMILAR TO WOOD
�
SUBSTRATESAs
SHOWN.
LYNry
'DIAGONAL,
Si M/
O.C.
�` UCENSF'•.�/_'.
DIMENSION IS 4.051"
IN THE HEAD & SILL, = * N4.58705 '
6'IN THE JAMB. _ _ i�%�.yJ<-Z_ f *:
7 a 10 1 PGT0003
ALL REINFORCED INTERLOCK
DETAIL'J'
2
112
45
52 51
DETAIL T1' SCREEN
ATHEAD
'4' INTERIOR
(ALL HORIZ. SECTIONS)
V EXTERIOR
DETAIL'O'SCREEN
AT SILL
16
-2
52 40
SJ- 51
DETAIL'P' SCREEN
ATJAMB
DETAIL'L'
SILL RISERS OPTIONS aEXTERIOR INTERIOR
(ALL VERT. SECTIONS)
(SEE D.P. LIMIT TABLE I& SHEET 4)
23
4_T
-f
2.655• 3.30.5'
58T
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER
18
1.66T
FLUSH FLAT SILL RISER
A DwCT..
LOW FLAT SILL RISER
MEDIUM FLAT SILL RISER
(HH)4661dO
CEIR.OFAUIH. RYfm
ASTRAGAL
DETAIL'M'
STANDARD CLIP OPTIONAL CLIP
W/RETAINER#108 W/RETAINER#123
DETAIL'K' (FIXED PANEL)
24
a.o55•
HIGH BOX SILL RISER
25
4.CSS
1
HIGH FLAT SILL RISER
8] 113•
M
EXT. DLO
TW.
NTS 1 6 u 10
DETAIL T
DETAIL W
PGT0003
#8X 1.00"
PH SMS (OPTIONAL)
DETAIL
1 X 1.50"
PH SMS
PANEL CORNER
DETAIL
* 1 No. 6B)05
PKDD1fcr11cvLg»
m�Pt7gwlnuecH6h
ml ryCoh
LU
AfaP .No o
E�Pi.sIo. Defe
Ih+Y RJ'P
NOTES,
L 11 i f I1f�
1) ALL ALUMINUM
=8063-T8
`11f
2) ITEMS
# 3, 4. 9.10.
13, 16.17. 2639. 56-60, 67, 81, 84-99 & 118-199 ARE NOT USED AND ARE NOT PART OF
THIS APPROVAL
`� �a0 ,.....,Al M�'G
*; No. 5B7W -
1
fora l#ararporlNwE
K Fl� l#
PARTS LIST
IPfwaD1:
''777�NALfEfS'
asxr. �AurNJ®r
SERIES 670 H.P. ALUM. SGD-NON-IMPACT
JR Sf]
FDFDOOW-7B14GE7Aq,REMOVED#fTf,#IY[mi¢
a ,r,,.Q
®„ „, ,�
A. LYMV MIUEP, P.E
Sbtc pB,Dg,Bg wJA
--.P. N!S 9 - 10 FGT0003 F
P.EH 567M
REM
PGT Dxg. #
POT. #
Desmptim
1
1]306
81]308
2--TRACK HEAD
2
i]3G1
61]303
2-TRACK HEAD WITH SCREEN RA6-
5
17314
617914
FRAME SCREW COVER
8
17317
817317
FRAME HEAD/JAMB ADD-0N
7
17304
61]3M
2-TRACK SILL
B
17301
617301
2-TRACK SILL WITH SCREEN RAIL '
11
17313
617313
FRAME SILL TRACK INSERT
12
17315
e17315
FRAME SILL SCREEN AODON
14
77305
617335
2-TRACK JAMB
15
1]3D2
617302
2-TRACK JAMB WITH SCREEN RAd
16
17322
617322
SILL RISER-0
t8
17318
617319
SILL RISER -O HOLLOW
ZQ
17321
817321
SILL RISER -LOW FLAT
21
17318
817318
SLLRISER-LOW HOLLOW
22
17355
817355
SLLRISER -MFD FIAT
23
1]354
817354
SLL RISER-MED HOl1fTN
24
17320
677320
SLL RISER -HIGH HOLLOW
25
17323
61]323
SLL RISER -HIGH FLAT
40
4319
672258
SCREEN SIDE RAIL - LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
4181E
SCREEN KEEPER SPACER SET
49
8152
68152
SCREEN INTERLOCK ADAPTER
44
4028
Bt42&
SCREEN DOUBLE INTERLOCK
45
4317
812268
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
BBB
76RAZ
STANDARD ROLLER
Off
668
75RA%
STANDARD ROLLER -ST. BTL
49
9304
f5C344
SCREEN ASTRAGAL
W
17349
817348
OM SCREEN ASTRAGAL ADAPTER
61
ifif71
81692
SCREEN 6PIfNE -.765
52
1684
81684
SCREEN 6PUNE -.150
53
61B16C20
SCREEN CLOTH
64
1725
1/2" K 4° K M18' SITTING BLOCK
55
1728
7"X4°X1118"Sf]TING BLOCK
200
GLASS
311E TEMPERED
201
GLASS
1/4 TEMPERED
20
GLASS
K3 &183'78 FULLY TEMPERED
209
GU155
JIG 1141/4 FULLY TEMPERED
REM
PGT D4'&#
PGT.p
Deficnpuon
61
17326
61]328
PANEL STILE (HEAVY DLfTY)
82
17927
811327
rJ1ERLOCK ADAPTOR
63
1225
6TP248
VINYLBULB WSIP.-THIN INSIDE plTERLOCK)
89
1728
71]29
SILL END WEAI}1ERSiRIP PAD
65
1]32B
617320
INTERLOCK SCREW COVER
EB
173d6
81]348
INTERLOCK ALUM REWF.(PANEL-9')
66
17339
61]339
HEAVY DUTY ASTRAGAL
89
1TYt4
817324
TOP 8 BOTTOM PAIL
70
173Y1
41]350
WEATHERSTRIP E%IENSION (NIEC710N MOLDED)
71
1896
]7895
1 1R" X 1" %3'4' HIGH FIN SEAL DUST PLUGS
72
8753
7B753%
TANDEM ST. S7L ROLLERASSY.
]3
8153
7&153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW 791, 89B, f1950R0E ]/W
]5
0185
7BiB5%
GEMINI MORfiCE 3-PLY LOCK W/LONG TRIM PLATE
78
]1T132X1FPHX
R10.32%1°FL SS SCREW W/ttPE'F°l1P
7l
7103239
1032 STEEL 281C U-NIIT
TS
17356
817358
S'18 B V4 OGEE BEAD HORm7NTAL
79
1T357
87735]
1' IG BEAD HORODN7AL
80
17359
81T359
T/16"BEAO/FOED PANEL CUP
SL
727A
B7P2A7K
VBJ1'LBULB WEATHERSTRe'
B3
IGTAPE
12"X1/76'SBJGLE SIDE AOHESNE TAPE FORIO BEAD
100
6052
4Bf152
ROLLER ADJ. HOLE PLUG
701
72JB7
NMB BUMPER
102
1688
T1686
DUSTPLUG
1IXf
8183
]BiBB%
1-KEEPER
101
653
7SDKEEP
SCREEN LOCK KEEPER
105
1]394
617349
FOIED PANEL CLP-8"LONG
106
17352
817352
EXTERIOR FOOD PANEL RETAINER
107
1738
]1739
HAFIDLE KR-INTERIOR RAI6ED WITH THUMB TURN
108
1740
71740
HANDLE KR-RALSED EXTERIOR HANDLE
109
1731
]81825N
HANDLE KIT. RECESSED INTERIOR WITH THUMB TURN
110
1732
7&1]B
HANDLE KR-RECE6SED EXTERIOR PULL
111
7101Cf4PPSDAX
#tOX3l4" PH. PN. TEK -S.S.
i72
7235
BI318
WSTP, .270X.170•FW SEAL
113
iT12
640B8
.7B]%.230 FINSEAL
114
710X115PP%
#10%1 VT
t15
710KPPT
#10%1°
118
720%1%
#7d-20X1•ST. STL
717
]30%112%
p7F20X1.5"ST: STL
.1.303° 1.050" � 083•
Imo- 0.718�
0057.050' 1.00.3'
0 29
00050'00620.062"�0.779' 0.752'
0.062' U26O.OBO° .0' 0.757
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) GLAZING BEAD (I.G.)
(65) MATL: 8063-T6 (S) MATL•BOB3-T6 (70)MAT'L: 6083T8 SILL TRACK (79)MATL: 6063-T6 FIXED PANEL CLIP
(11)MATL: 6063-T6 (iD5)MAT'L: 6063-T6
4.125' 6.199' 4.49'
0.062' 1,211' 5.
304' -L
rT -LL
O"081"n
3.25' 2-TRACK HEAD WI SCREEN TRACK 0�2. 0.080" 2-TRACK SILL
TOP/SOTTOM BOTTOM RAIL (2) MATL: 6063-T6 (7) MAIL 6063-T6
(89) MATL: 6063T8 3.979' �I
Imo- 4
0.075°
0.133' 1.8'
I-.--- 3.125• - 0.281°
'!��
0.062'
X
1.505'
1.645' FLUSH FLAT SILL RISER
(18)MATL 6063-TB
0.0802 TRACK SILL W/ SCREEN TRACK
8 MATL: 6063-T6
HEAVY DUTY STILE HEAW DUTY ASTRAGAL
(61) MATL• 6063-TG (68) MAT'L: 6063-T6
5.069° 1.654°
1.211.0.080- 1.2
O81'
2-TRACK HEAD 0.250"
(1 MATL: 6063-T6 REINFORCEMENT
0.750' 66)MATL: 6063-T6
(-�- 0.75WW (f�ANELLENGTH-9')
o6r
0.062°
0.750'
0.062-
4.055' 3.305'
2.55I ul 5' If p.
HIGH BOX SILL RISER MEDIUM BOX SILLRISER LOW BOX SILR
(24) MATL' 6063-T6 (23) MAIL: 6063T6 (21) MATL: 6063-T8
0.062" 1.019'
SCREEN STILE( 0.062'
(40) MATL: 6063T6
1.045' 1.888°
1.162'
54" r
1.993" 0.062°
f_ 1� 0.975• 1.7aL
SCREEN TOP RAIL INTERLOCK
M L- 6063 fi
2-TRACK JAMB
(14)MAT'L: 6063-T6
LIII
II
II 0.709•
0.080'
0I
L 0.55
(45) MATL' 6063-T6 1 B93'� (62) AT . -T 0 232•
0.062'
SCREEN BTM. RAIL 0.232'
(46) MATL: 6063T8
0.232'
3.955"
3.205'
2.455'
O6r
�7. 0.062' vl 0.062' 0.062"
FLUSH BOX SILL RISER LOW FLAT SILL RISER MED, FLAT SILL RISER HIGH FLAT SILL RISER
1191U.Tl-anBa-TA (20)MATL: 6063-10 (22)MATL: W53-T6 (25) MAIL: 6003TB
10 ✓ 10 I POT0003
IB°
2-TRACKJAMB W/
SCREEN TRACK
(16) MATL 6063-TO
-I -
1 1.05D' I
0.060.611"
FIXED PANEL CLIP/1
GLAZING BEAD 17/16'1
(80) MATL: 6063T6
FRODUCEREVMW
nevpybUMO mvfE>tW
A GH- No I7 0y7�•/O phwin mm
�, ;� N0. 58705