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COIJNT,Y • 9•� ,k
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
BY
St. Lucie
SCOPE: County
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 ashere and has been designed to comply with the Florida Building Code,
including the High Velo ' Hurricane Zon .
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
DESCRIPTION: Se es "SGD-670" Al inum Sliding Glass Doors w/ 900 & 135e cowers -NI
APPROVAL DOC NT: Dra g No. PGTO128 Rev C, titled "Series 670 Alum SGD-Nan-Impact", sheets I
through 22 of 22, prepared y manufacturer, dated 02-02-14 and last revised on 04/18/17, 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- ty Product Control Section.
MISSILE IMPACT RATD : None: Ap oved Hurricane Protection devices, complying w/ FBC, as applicable
are required.
Limitations:
1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 for comer units and sheet 14 for pocketed units. Pockets & Egress requirements
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state and 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 tern` ]t4omply with any section
of this NOA shall be cause for termination and removal of NO�a0 �° p�p s ��++��ii CC
ADVERTISEMENT: The NOA number preceded by thew UAja�°f b4tn�y� t d followed by the
expiration date may be displayed in advertising literature. if at SECIT en it shall be done
in its entirety. ISOM
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 # 16-0629.03 and consists of this page 1 and evidence pages E-I & E-2 a royal
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
Naat O
NOA No.17-0420.09
xpiration Date: April 07, 2020
FILECOP proval Date: October 12, 21T
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22,
prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, 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/
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 Reports No(s) FTL-5979, FTL-5980, FTL-
5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales,
P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13)
2. Reference Test reports 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) 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 (b) and TAS 202-94
Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared
by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed &
sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 & marked -up
drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by
Fenestration Testing
3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and ATI72138.01-401-18.
4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202
& 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
C. CALCULATIONS (submitted under file #14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09.
shaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0420.09
Expiration Date: April 07, 2020
E-1 Approval Date: October 12, 2017
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file #14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5°i Edition) and "No financial
interest", prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 15-1013.14, expiring April 07, 2020.
2. Test proposal # 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5,h 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.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed
by Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/09/17, complying with FBC-217 (6" Edition), prepared by PGT, 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(5`h edition) & FBC 2017(6"Edition) and letter of
no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April 07, 2020
E-2 Approval Date: October 12, 2017
SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 &5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6.14.
4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES. FRAME AND PANEL CORNERS TO BE SEALED WrrH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH 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-5264, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTU6002, FTL-6034, FTL-6035,
FTL-7554AND AT] 72138.01-1401-18
TABLE B. SEE DETAILS ON SHEETS 4 & 5:
Glass
Type
DescilpSon(Listed hom Exterior tD ytledor)
Gt
Y18'TEMPERE
fA
1/4 00
G2
1• LG: 3116• TEMPERED GLASS. WW AIRSPACE. YIV'IEMPERED GLASS
G2
T•I.G.:IW TEMPEREDGIASS. 12 AIRSPACE. IIV TEMPEIEDGVSS
DESIGN PRESSURE RATING
IMPACTRATING
SEETAS1JES1,383ON
SHEETS 8.78E
NOT RATEO FOR MISSILE
IMPACTRESISTANCE
CAGES/STANDARDSUSED:
.2017 FLORIDA BUILDING CODE (FBCA 6TH EDITION
.2014 FLORIDA BUILDING CODE (MC), SIR EDMON
-ASTM E1S0
kANSVAFBPA NDS-2015 FORWOOD CONSTRUCTION
-ALVMINUM DESIGN MANUAL, ADMQOIS
.AISI S10a12
-A1SC 36G10
CONFIGS.......... 2-3
DESIGN PRESSURES.......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15.10
PANEL / SILL TYPES.........
17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
NV R.308
ry4046o-rem
C91T. D•AM1R�
TABLE A
A uJIT.,
Grano,ArrCAor
Type
Fteme
Member
Substrate
Min 0,
I...
MinOa
Dltbnw
WR'
Dnbe4mkntw
wool mount.
A
0121"SMS,
(Fr•60kel,Fe0kN)
012410833MB,
(Fr•SOkoI,F.•IIBkeO
All
SauOem Pirc(So -455)
wir
778'
14'B-
6063.TS Akeni.
wr
W16•
0.011P
A36 Steel
YB•
9116•
0.0sw
Dr. 335teel StAl
3R-
Wt6-
0.04Y (iS a.)
VV EIw AtreAelmB
F,- STkA.F.-Wk•1
All
Ceacmte Crnlat. 2.22 k41
1.1f1'
w
1.31Y
Jambi P4aok
FOlee Block iM CBO
r
w
r
JMnxl P4ack
HMICWBkcx TMM
r
w
1-1/4'
AN
sw0em wrc G•o
r
r
13�8'
B
#12 Steal SMS (GI. 5)
(mk.013 Made be7.e
maMleubkkets)
All
b %rc (SG • 0.55)
9111
118-
14318'
fi0B}TSAkmNun
YB•
W16•
MCI
A38 Stoat
WB•
01I6•
am -
Go. 33 Steel SIW
31w
Wis.
0.04r Lis Ge
C
1/4'Elco UltnCw*
Fr=155 lank Fein hall
All
CmamW le Imk. 2.kel)
1.
r
Idr
Janb/P4ocA
WT. Black(ASTM C90)
t•
6•
1-ter
1/4'Eke UIIMNN,D
F • 17/ 1W
At
mncmb mIn2B5 57
2-1/r
4'
1-318'
'fib I P4
FMM Black T14 C00
2-11r
4
1a/r
Janb I P4aok
Holk'.v Black ASTM C80
241
w
TAW
1/4'4f0 S6 Ek4 CR1eFb
F.027A kol, F„• 180.7 kN
WWI sell
Cencrals In. 3.3.5 kr1
1'
4'
1341`
Jamb/P4 k
Concrete mda3.35ke1
1.
6•
134'
EI Pk
HNIw6ack ASTM EEO
&1/r
6•
1-1/4'All
90Y1M1em PlMISS•0.55
1'
1'
Id
1)VM UBSTRATE CONDITION EOUIRE ANCHORAGE FROM MORETHAN ONE OFINE ANCHOR GROUPS ABOVE,
CHO 88V ORD ELOWESTLETTERFORALLTABLESINVISAPPROVAL.
RIALL ANCHORHEPD TYPES ARE APPUCPBLE.
3)FORSTEEL STUDS, MIN. FU =45 KSI, MIN FY=33 KSI.
4)nUED BLOCK VALUES MAYALSO MUSED IN HOLLOW BLOCKAPPUCATIONS.
5)ANCHORS MUST BE OF SUWIGEW LENGTH SO m1ATA MINMUM OF3 THREADS EXTEND BEYOND METAL SDB6TRME
ANCHOR NOTES
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN M(AMI-DAOE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-1f1'THICK
wlooDGrRLvtsgT
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONALIFUNITIS
bvWq�L'wNkrRilvW
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
Aoapurre NatT•a42o •04
DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. IX AND ZX BUCKS
E.W,.1.wleAlpl&,g7,a,C26
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
w. � ((--.-�_
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
k�P—ynultP`,w'„N=Gacea=
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
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
5111111IrIII
NOT REQUIRED. IF USED, NONSHRINK, NON-METALLIC GROUT,
MAX. V4• THICK & 3400 PSI MIN, BY OTHERS) MUST FULLY
; 5 O
(DONE
` 1XX �1GEN8e,
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
:
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
— - NO. W705
SUBSTRATE IS WOOD, 3ON FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
=Till H) 1
4.rra 4s P.s aver e- A. LYNNMILLE5 P.E
°iPia mrmnA eraPr �r< &cDr70 Ni$ 1 +ZZ PGTDITB C P.E.4 Sm65
EXAMPLE CONFIGURATIONS
MAX UNIT WIDTH
NOM. PANEL WIDTH NO P PANEL WIDTH
PER TABLES 1� PER TABLES 1-3
Jc I
MAX. UNIT / I MAX. UNIT
HEIGHTI�;2 HEIGHT
PER TABLES 1-3 1 1015 PER TABLES I-3
PocxeT iCX�
NOM. I
PE
MAX
HE
PER TA
+
/.l!�/SyTDJ7a
iCr
fIl
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX UNIT WIDTH
LOCATIONS USING DETAIL"J. ,'Je°,'Kv70R'Ka° INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OX)C( IN POCKET CONFIGURATION
CAN BE OXXXp.
i
2)90°9735°CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
Je
+
$e I? a
i5r�`y
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
iRa
'X'= OPERABLE PANEL,
NOM. PANEL WIDTH
PERTAB 51-3
'� V7 MAX. UNIT 1`
HEIGHT t
E� PER
TABLES 1-3
n
'vacrceT 1 y` .-""""'\ 7—DETAILLETTER
✓'.r---� W = WOOD OR METAL INSTALLATION
=CONCRETE INSTALLATION
--SHE NUMBER
MAX. UNIT WIDTH DLO WIDTH=NO .PANELWIDTH-7'
DLO HEIGHT=DO UNITHEIGHT-10.125"
t` PANELHEIGHT=00 RUNIT HEIGHT-1.866'
-J`r- -
i
I
,a a loan
t
Po�
ANEL CONFIGURATIONS
3-PANEL CONFIGURATIONS +
+ +a
MAX. UNIT WIDTH MAX. UNI I
NOM. PANEL WIDTH �IBH7v YB1� NOM. PANEL WIDTH +
PER TABLES 1,3 C�iC�1J PER TABLES 1-3
i
t
�a�gp MAX UNIT sss
MAX. UNIT j$Sy HEIGHT' u NOTE
HEIGHT +a - I $ MIS
PER TABLES I.3 i g TABLES 1-3 is GREET.
PoC'(ET Ig�u� FMWOR O 1
5-PANEL CONFIGURATIONS CORNER. TYP.
* Na. 58705
�oios'n c �NocxaxcEs rws sREEr. 1.cmrwM�celu SEK1t5670 ALUM. SGD-NUN-MMPAGT PLATE-
jq sc0em NTS 2 • 22 PGT0128 C 5e7as
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1.3
MAX. UNIT 1
HEIGHT, 1
96' OR 12W
MAX. TESTED UNIT WIDTH =
355-7116- @ 96- HEIGHT
300414' ®120- HEIGHT
m m m MUMS,!
FEMME!
M
iml'1 7�1
6-PANEL CONFIGURATIONS
MAX UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 1-3
1
NOM.
PE
HE
PERT
G61kTa.mm ,n?. G1A
wr @iVm
CI
ur
m
m
lolls'
7-PANEL CONFIGURATIONS
A/.Ta r,.1.$�1 �T.c.�
iD
��E7ii
6�
N
��
m
f@1
m
Ul
m
m
Ei7
8-PANEL CONFIGURATIONS
atnr.OFNrtIlA8126B
Y
�aa
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMS
LOCATIONS USING DETAIL 'JvI,-JC,'KW' OR'K0' INSTALLATION.
EXAMPLE: &PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90- 8135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
-X-= OPERABLE PANEL,
'O' = INOPERABLE PANEL,
'P' - POCKET
f—DETAIL LETTER
eZj..--W = WOOD OR METAL INSTALLATION
® -d-=CONCRETE INSTALLATION
t—SHEETNUMBER
DLO WIDTH =NOM. PANEL WIDTH -T
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT= DOOR UNIT HEIGHT -1.866-
I SERIES 670ALUM. SGD - NON -IMPACT I
Sr 70
3 = 22 1 POT0128
*, - No. 68705 r
GLAZING DETAILS (G1 & G1A)
3H8' T GLASB
74
EXTERIOR u
a
3/4' NOM.
GLASS
TB BITE
EXTERIOR
54
3/16" TEMPERED GLASS, TYPE G1
7/4" T GLASS
74
IROOUCf REY6Ri
u
uca.Arme moue ilNi
Ex<EWOR
mRn e.a
Awew.enn. n�e5
3G
GLASS
ASS
P6 la4"n cuenD
BITE
)0
54
\\\Ulllllll/
"TEMPERED GLASS TYPE GIA
`��1Y,9•...........,���(%�
uCENSp •'••
v
*: No. 58M5 •p
'�'�•'.• Bi ak�:•4/��:
GLAZING NOTES:
T=TEMPERED
eom rEortalncr�,vE
°'^"
GLAZING DETAILS
��.�fs'�RIDA,.G�:
"ll
" R °'•
JF 0495h) C NO CR4NOESTHISSNEET.
rr:Fr. aPalmi mezPe
SERIES 670ALUM. SGD-NON-IMPACT
%ONAL\EN���
JR S 41 R.w
Fem.re�,®
senam NTS 4 +22 PGTD128
C P.EAEems.
GLAZING DETAILS (G2 & 132A)
SILICONE NOT -MELT BUTYL
STRUCTURAL
1' NOM.
COONNEE
SILIFOAM
STflUCiURAL 1l4'NDM. e/18'NOM.
POLYISOBUTYLENE WITH
3/16' T GLASS
WITH DESICCANT DESICCANT
5/6' AIR SPACE
EXT. GLASS EX .. GLASS
3/16' T GLASS
74
EXTERIOR
IW. GIASS IW. GLASS
83
12412 31
KODISPACE SUPER
fzs us
4SG TPS SPACER®NXT'°'
Guss LASS
c
BITE
79
65
ALUMINUM
�" I.G. GLASS. TYPE G2
REINFORCEMEM P MSO- DESICCANT FILLAREA
BUTYLENE 6/16'NOM.
6118' NOM. SEAL
BUTYL& SILICONE SEAL
OESICCMIT ROL4nRMED
FOAM STAINLESS STEEL
EXT. GLASS
1°NOM.
EXT•GLASS
1/4' T GLASS
1/2' AIR SPACE
INT. GLASS INT. GLASS
WosucraEV®
1/4'TGLASS
DURASEALm XLEDGE TM
lie
SPACER 1a
EXTEwoRk314'�'NOM.
SPACER^.Oj
aILL_M�A,ed
C
PartM Description
w12412i
REFERENCE TESTREPORTS: M-8717, 8968& 89N
L\OE-N-
1" I.G. GLASS, TYPE G2A
N0.58705 -
:f=
""
z
GLAZING NOTES:
'T=TEMPERED
1Pm 7muvinmoRrvE
° DETAILS
N�fi
�. LCS •'�ORIOP•.�GNC���
_GLAZING
aOo
�''S,�NA�,E�``��
.� OWbY7 c No cxaNCEs mrs sRFtr.
rmr.OFAur/t IPlee SERIES 670ALUM. SOD -NON -IMPACT
y
JR 02l11W111
-- 4
,\M7G�°C SDOBm NTS 5 s 22 P(3T0128 C
A LYNN INLIER, PE
P.EY58N5
Material
124
KommeRln24SG 7PS Spacer System
125
Quaneq Super Spacer n7Rwitl1 Hot Melt Butyl
See this
128
QuaneX DureseN
Sheol far
Materials
127
[Cardinal %L Edge Spacer
+qo�-9a g
TABLE 1:
Design Prewu a (OP) end Anchor0uantdles Required, For a0 approved configurations on Sheets 2 & 3)
Fmcomarssfm tl mchmegi cm 90Jcr I3Y cvmrin0a, sm eho4111
Tstle wplas lv dl Glesslypes ®tl
VP SIBNAYmael np¢snoen bmow.=14z
Pys4ke P)oP retype lhnBeB by
TI1019Iw
NaION
O
,
9P
90
BSIB-OLO
P"N1LPOmyP
CnW GIwP
Ancnm mw
bP raw
A B L D
A B C D
A B O
A B D
Dos nPmlPrm
+90.0/-12)f
.B0.0/-120
.B0.0/-1108
+80.0/ 0
1T
Nea]/Sil
G1,
GH GH
GN
CI+1
G•1 G.1
G•1
UN
CMt U•1
G•1G•
-li
1 UH
G+1
�-
OLO
.setts
10
0 B
0
10
B B 8
f0
B
8 8
101
0 B
8
P-0mk
BN
B•T BH
BN
]+B
-
T+0 T• )•B
T+e
T•0
T•B T•B
7•8
]+B T+e
T+B
m gn Pmasme
_
•9a0/-,t-I
82.2
�3104-11d1
23'
NmN&ill
GN G•1 G+1
C4-1IC4+1
G•I
CL1
GN
GN GH
G+t
C4.1�900
G•1 GH
GH
GN C f
Cl0
Jamb
8
8 0
0 e
e
to
e B
B
a
PJlmk
0•1 B•] BH
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7+8
-
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+0
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+8
7+8
7+8
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x
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8T
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-M
.73.8/-Y48
as.
H R
G+1 GN CI+1 GN
G+1
+I G+1
G•1
G•1 GM
G•1
G+1
GH
GN G•1
G•1
O
10 B 6 0
10
B 8
e
10 e
B
B
10
0 B
B
P
B•) 8N B+I a+]
T+B
1+B 7+8
>•B
)•B
l+B
)+0 AB
)+8
Ian nP um
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.Ia4/-T61
.n.e/-n.e
.ape/.wla
A
35'
OLO
Hmtl1511
U+2 G+2 +
G.2
G.2
G+2
U+2
G.2
U•2 GN
U•1
UH
G+1 G+1 UH
Amb
10 1 B 1 e 10
fo
e
e
e
10
B a
e
10
B e 6
2
PAPBr
BN 6H A A
7.0
T•a
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T+8 hB
T•e
T+8
]+0 Ne
E
nP!fvm
+nt/-n2
+T10/-Tl
+656/fiS0
40
+ID.O/61
41'
HwN5111
G•2
G•2 G•2
G•2
G+2 G+2
G•2
G•2
G+2
G•2 G•2 G✓2
U•2
G•2 G•2
G•2
LLD
Jamb
l0
B e
B
f0 B
B
B
10
8 B B
10
B B
B
P.0=
6.7
6+7 Bat
e.7
7.0 T+B
h0
l+e
7+0
7.B 7•e 7.0
AB
I+8 7-8
7•8
CasonP.
55/-72.5
+6741W.4
+61.0/461
a 1/d1.7
ram,
4T
Haswul
G+2
U•2 C4+2
G+2
U+2
G4✓
C4+2
G+2
C4+2
G+2
C/+2
U+2
G+2
G•2
G+2
G•2
DLO
Jamb
10
10
8
a
10
B
0
a
10
B
B
0
P-
W7
AlB
B+B+T
BH
7•B
A
I+8
n8
T.B
I..
I..
I+8
)+8
h8
1+0
7+B
vasso Prmvm
+69.1/69.1I
a 01U
+0751-Olu
. ..8/40.6
�,
53"
HUNSll
G•3
G+3 U+2
CA +2
"+2
Ua2
G DI+2 +2
CI+2
DLO
Jamb
10
B e
8
l0
8
8 e
10
e
e
B
t0
e 8
0
P4
0+7
B+T I U-7
I C-1
7.'1
7.8
NB N8
HB
T•B
AB
T•B
1•B
T+8 AB
AB
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
DLO WIDTH = NOM. PANEL WIDTH-T
OLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866'
SIII Height to Mats. (+) DP
(Water Infiltration Rating)
SIII Rlaer Heght
I-) Design
(FlelwB. see
Pressure, psf
Stoat 17)
Flush-1-1/2
see note3
Lmy-2-10
+40.67
Madison -31/4'
+80.0
High -4'
+90.0
SEE NOTES 13
OH LENGTH H
LENGTH 0
OH RATIO=OOH HEIGHT fioDl OH RATIO aI
SEENOTE3
NOTES:
.)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE O SILL
2) WHEN USING THE 2-1/2- SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE
3-1/4SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE
WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A.
3) 4', 3.1/4-AND 2.12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1-12' 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 WITH THE CURRENT FLORIDA
BUILDING CODE (SEE ADJACENT DIAGRAM} THIS CONDITION IS NOT RATED FOR WATER
INFILTRATION.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY FOR PAIRS TO BE INSTALLED.
THE FnlI nWINA STI F A ARTRAAAI TYPFA RHAI I RF I I9Fn FnR TARI F I BFF SHFFTA 91 A 99 FOR PART r11aAFN91rtNS ANn cuFFTC 1s A 1b FnR .00.um V nFTnll c
Interlock
P-hook
LockstileIllamb
Straight Astragal
Assembly
Locksule@
Straight Astragal
go-AnnalistLockstile@
Assembly
90'Astragal
13S'Astragal
Assembly
lttkstile@
135-Astragal
Standard Soles
Standard Stile
Standard Sale
Standard Sale
Standard Stile
Heavy-duty5tlle
Heavy-duty SUle
HeavyCuty5gle
Heavyduty5ule
StandardAstragal
�''T�
e..L�
OUCslde torrler, ,
rL''P'-l'-RLLr�lll•
r._,r�ls
Inside Comer
outside
corner
Inside
Corner
'ns1ee
(i\7�C[,olm�l6eap'r
outside
Corner
Part 860 (k2)
Partq60
Partk60
partPartli60(Stile)
067(Asuagal)
Part NO
Partg61(Stlle)
Part 9118(Corner
Receiver)
Partk119(Oul.)
Pad #120(In.)
PartA61(Stlle)
Parts 432&032
(Corn.&Fad Mount)
Part 061
F ..OFAl/f1LG
)ANCHORAGE
S 670 ALUM. SGD - NON -IMPACT
m. b
N75 6 - 12 PGTOiYB
*i No. 59705
TARI F 9'
Geal9n Preaeun (OP) and AneherCuanllees R.qulrad, (for e0 approved conAguradons on Oheeta 2 Is 3)
For [on ,.ow0al a.husce On W a IW WmW,WM,vaeFan 11
Tdb.Ppeaemma199enNaanl
Dttx UBIw
lic
+M
IM6mNm'Q,wt,w2 n
t
Ow
o- a
esle cw
91-0
111`1C 0
o
etlOv P.kW(•) OP nun, m
Mx W
ABe
o
2
P
ameea W r.Sa u.
A C o
A e c D
R e c 0
A 9 c
o
A_I 9 1 e I D
Al9 1 c I 0
e e c 0
A B c 0
aSpp..
fW.o -
-;SO
+WO/-1]20
+BeO/.1140
fW0 -f030
• .0 J0.
/
+860 d0
.H.
Ir
14SN011
CNt
GN G•1 Gq
GN+GH
Gw CNI
LNl GN G+1 GN
U+1 UN GH
GN
bN
GH dN dH
G+1 dH GH
G•1
GN
Gw GN GM
G+1
GN Cbl
GH
ma
Io.
1n
e a a
+o
a e e
10 1 e 1 a 1 e
to e e
e
m
19 10 to
m In 10
m
10
m m ro
to
+0 10
10
PA k
rw
rw r.6 r•B
ne
i.B ne r.fi
i.e T+0 »e ne
ae T.e r.e
i.e
efv
e.B NB e.B
e.B N9 Me
a.v
BNO
w10 B.m w10
B•10
b+0 9 t
we
ht Pmnue
+80,0/-H/.B
.00.0/-IS1.0
+p00/-faz'
wn0/-I1;B
+80.0/-10;0
+W.O/JAI
fmol/ l
+OZB/dL.
ZT
r sw
Cbf3
G` 3 Cb+ GMt
Uf1
CS•1 1 Cbl
Cbl
C•1 L4+1 CI.1
GH1
d.l
C5+1
Cb.t
U.1
C6f1
C5+1 CYf
Gw G•+
U+
U.1
U+1
U+1 Uw
U•1
C5+1
CHI CS•1
Ce+l
#
¢o
Jame
12
+0 e e
u
+0 e e
lx
10 6 e
u
10
e
e
11
10
10 m
1210
10
10
13
10 10
10
4
10 +0
10
Ph k
b0
0+8 Hv HB
E+9
B.B bB b0
Bf0
B•D e•B 8.0
HB
0+8
8f0
1 HB
8.9
0.9
b8 .,a
6.9 1 a+0
Bw
B+0
BNO
B 10 BMO
0H0
B•10
0.10 8.10
W10
diy,Ravue
.930/An0
.W1/-1131
+WO/A40.i
fW.O/-08.3
+WO/f/.1
w53/439
+aou/daoo
NS3/A63
F
ItnYBN
G+x
CHI C3+2 C 2
CH3
CH] CH3 G+R
CH2
CB+3
GSN
Uw
Uw
CH2
G•1
CHt
6.1
CHI C5.1
G+1
CS•+
OB.t
Ce.+
CHI
dw
CHt CH1
CH1
C6+1
CHI CHI CHI
w
PLO
Jamb
1]
10 8 0
R
1D 0 8
1x
10
0
812
IB
8
a
12
10 10
10
R
10
10
10
13
10 f0
+0
13
10 10 10
Plot
b0
ew b0 Bw
HO
0+0 b9 b8
Bw
b0
B+B
b9
bB
Bw
8+B
8w
Bw
HB D.
bB
ew
b0
b0
a.B
O+tO
0.1D 0+10
O+tO
B.1D
0.10 BH ..
GelaaPrveawP
+00.0/-1/1.0
+WO/aOCb
.80.0/ii.l
wiA/-BL0
+81.9/d1.9
.>U/d3i
A
+633/d0.3
SS
wW611
C3+3 CSN CH] G•3
Cb
1U
.x
d
w
C•3
H3
G•2
G•3 C3.1
G.l
C3.1
C9.1 0J+1 U+1
eT
DO
]2N3U
13
le
B
8
13 10 1D t0
13
10
10
10
13
10 10
10
12
ID ID ID
4
PMM
a•0 I Bfv B+0 1 HO
a+B HB
b8 ate
e•B
Ow
HB bB
B•B
B.9
B+B
b8
ew 8w Bw Bw
B+B
6+B
HB
a+B
BHO
BHD 8.10
BHD
Bf10
0.10 H10 BM9
"BE
oQaw Asa..
.Boo/nuz.
•WB/Jeo
.ei3/dra
fwo/J0.0
+ne/a1e
we.n/.ets
.01.D
..,.0
Ir
w.dBW
CH2
e6w G•z caw
cW
U.2 d.l
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C5.2 CS.x
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GH3
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Or
DL0
bmD
12
f0 B B
tx
10 B
0
13 10
0 B
13 f0
B
B
13
10 ID
10
Is 10
+0
13
10 10 +0
12 +0 10 10
PJ.ma
ew
a.v bP HB
aw
HB bP
HB
e.v e•P
B• ero
e.0 Hv
Bw
Bw
ew
e.. ew
.
Hv ...
bB
ew
Df10
B.tD v.1D W1D
.- a1D w1D Bfio
w8r
w
00
G9gn Paeaeu.
.89.0/bi.0
.71.21-71.2
f69.e/410
NOte.Blllble 10 these N28e
Ibad9n
G+3
GN Uw G+x
W2 G.3 CM2
Cbx
Gw
Gw
G+]
'X.-2CM2
W]
U.2
0Nx
Jz,b
m
e e a
10 e B
8
tD
e
0
e
t0 e
e
a
Pk
Lca
T.e
rw r+e ifB
7.6 7+B
i.8
1.0
r+0
r•8
HB
T+8 )+B
ifB
r+a
5Y
Duo
Pnaew
.79.2/-n2
+.",.J
f660/fie0
.W.o/-W.0
mwsw
G+3 Cb] U.3
N.
0.3
G+3 Gf3 G+3
CM2
2+2
202
CM2
G•3
CN3
Gw
CM3
Jam
m B B
+
1D
a a e
10
B
a
e
to
e
a
e
PJmk
T.. Irw n0I
I.0
I »e
I •e I ne ne
n0
n0
re
ne
x.6
»e
r.9
T.e
L-EXAMPLE ON SHEET
T W r Fnl I nWINCZ STn F A ABTRARAI NPFR RHAI I RF uSFD FOR TABLE 2_ SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FORASSEMBLY DETAILS
lwerlock
P-hook
Lockstile@Jamb
Stralght Astragal
Assembly
Lodatile@
Straight Astragal
90-muagal
Assembly
Lockstile@
9PAstragal
13VAstraga1
Assembly
Lockstile@
nV Astragal
HeaWdutYStlles
Heald-duty5tile
Heavy-duty Stile
HeaWduty,Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavyduty5tile
Heavy-duty Stile
Standard Astragal
'''1�
...1�
Outside Comer, r
�~I-•-�ro�LJll.
Insitle Comer ' I I
Outside
Comer
Colme�
Cor e
Corner
Outside
Corner
Part qbl (xl)
Part p61
Part#61
Par[tl6115ti1e)
Part#67(Astraga0
Parttl61
Part A61 (SHIe)
Part #118 (Corner
Receiver)
pan #119 (Out.)
pan #130 (Irv)
Part#61 (SHIe)
Parts#31 
(Inn.& Fid Mount)
Partpfil
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-11r SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
I�
WHEN USING THE 4°SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A
OH LENGTH
3) 4-, 3-1/4' AND 2-1)2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-V2' SILL IS NOT AND MUST ONLY BE USED
WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN INTABLE 2 MAY BE USED WHEN THE DOOR IS cn
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR s
Dal OH RATIO 2I
WATER INFILTRATION,
D
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. a
WHEN REQUIRED. LENGTH
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS OH RATIO
OH HEIGHT
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
SEE NOTE3
f0 m VFIEIIMOL00Y0AlyE
'OIP AJ8216 DPANDANCHORAGE
ry1111en1wo
�#�� SERIES 670AWM. SGD-NON-IMPACT
lot
JR Oepvn c AAvisEa TAex2:z
EGOdrO errs u 7 ,
PGTDt2a
TABLE 2A'
SIII Height to Max. (+) DP
(Water Infiltration Rating)
SIII Riser Haight
(+) Design
ale! or Box. see
Pressure. Pat
she l7)
Flush -1-12-
sae MID3
Law-2-1/2'
+41LU
Medium-3.1/4'
+60.0
High-4-
+90.0
SEE NOTES 1-3
DLO WIDTH=
NOM. PANEL WIDTH -7'
OLO HEIGHT -
DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866'
19t09ucr REB®
anpgmaNMaFFaNa
b..NBx OBNe
ArnW.ve Harp g
BapMeNw na12'p lwu a-9�•7'
L, /cl'
w.. PIWW CDsad^
•k ! Na. 58706
A0',..
A. LYNN HILLER P.E.
REP5Bm5
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
Forcomerohegal anchorage oo M er138' comer mita. see hott11
Table applies to al Glass types sits
0e 9'poa reO(-)Doe maybe
below. Poslsa (+) DP mBY b
limited by Table M.
Om UJt
Hei t
fr
89-]/B' DLO
79TAF DLO
Anc or Type
ohorT
Anc or Type
Anc r
A B C D
A B C D
A B C D
A B C D
Desmn Pnseua
♦ .
i7'
Head(S111
C4+1 C1+1 G♦1 CA+1
C4a1 G+1 C4+1 C4+1
C4+1 C4.1 G+1 G+1
C4+1 C4+f rA+1 C4+1
2T
DLO
is"
10
B 8 B
10
8 6 B
10
6 8 e
to
8
B
e
P-0.k
T♦8
]aa T+8 T+B
T+B
]+B 7♦B 7+e
H0
7♦B NB 7+8
7+e
7+8
7+11
7.8
Design Press
.900/-159.5
.90.014W..3
+9a0/-7M2
+904
428
23-
HeatllSIN
C6+2
CI
C6+2
08+2
C 2 C5+2 C5+2
C6+2
C6+1
C5+1
I C5.1
C8+1
C6+1 C5+1 I C5+1
Sir
OLD
Jamb
14
12 1 a
B
14
1 12 B B
10
1 12
1 B
1 8
14
12 B 8
P4tlek
9+10
9.10 9.10
9+10
9+10
0+10 0+10 0+10
9+10
9+10
9+10
9'10
9+10
0+10 8+11) 9+10
Design Paa..
+90.0/-139./
I +9a0/-13a0
1 +90.0/-720
+90.0/410.8
28'
Fbed5lu
C6+2
C6+2 C5+2
C5+2
CB+2
C8+2 C5+2 C5♦2
28+2
C8+2 C5+2 C5+2
C0+2
C8+2
CS+2
05+2
�,
DLO
Jamb
14
12 a a
14
12 9 8
14
12 8 S
14
12
8
0
PJ k
9+10
9q0 9+10 9+1a
0+10
0+10 8+10 9+10
8.10
8+10 9+10 8H0
9+10
9+10
9+10
9+10
Design Pooi
+mo/.1255
.9110/-117..6
♦9R0/-107.3
+90.0/497
35'
+badl5i0
CB+2
tU♦2 C5+2 C5+2
C8♦2
C8+2
D5+2
C5+2
CB*2
C8+2
t3+2
C6+2
C8+2
G8+2 CS♦2
C5+2
o.
4S
DLO
Jamb
14
12 8 e
14
12
e
a
14
1 12
1 e
1 6
14
12 B
B
P400k
B+10
B+10 9+10 M10
B+10
B+........
B+tO
B+10
8+10
9+10
B+10
8+10
0+10 8+10
9`10
Deslpn PAaaure
♦9a0/-175.7
+90.0/408
+W.014A2
+W..0140
1.
Hesd/Sill
+3
C8♦3
CS♦3
C5+3
C8+3
C8+3
C5+2
rb+2
C6+2
C0+2
C5+2
C5+2
C8+2
C8♦2
C6+2
C5+2
t8'
DLO
1 Jamb
14
12
e
B
14
12
B
a
14
12
B
B
14
12
8
B
P4rok
8.10
8+10
W10
8*10
8+10
BHO
0.f0
8+10
9+10
8+10
0+10
9+10
0+10
9+10
9+10
9+10
Oeslgn Pmasme
+83/-83
+7l.2/-77.2
+69.8/-89.6
aas14Z6
54'
47'
HeoWsill
04+3
C1+0 C4+2
04+2
G+2
CO+2
C4+2
C4+2
C4+2 G+2
G1+2
G+2
M+2 C4+2 G+2
0/+2
DLO
Jamb
10
B B
B
10
8
e
e
10 B
6
8
10 B 8
8
Phook
7+B
7.B 7+B
TO
I f.,
7+8
7+B
]+B NB
7+8
7+8
7+8 7+8 7.8
7a8
Design Pressure
1
• 9.2/-19.2
+I3.3/-73.3
+66/-66
+59/58
for
1.
H adf iu
D1+3
L4.3 C4+3
rA+3
C9+3
CA+3
C4+3 G♦3
G+2
G+2 Cg12
G+2
G*2
C4+2 Ci+2
G+2
DLO
Jamb
t0
I 8 IB1
B
1 10
1 B
6 8
10
B B
9
10
a 6
a
P4 k
7+8
7+8 T+B
7+8
7♦B
7+8
]+e 7+8
7+6
T+B T+e
7+0
7+8
1 7+5 7+8
7+8
TABLE 3A:
Sill Helghtto Max. (+) DP
(Water latradm Refine)
Sill Riser Height
(+)Design
(Flat m Bos, see
Pressure, ps/
Sheet 1
Flush -1-112-
see vole
LM-241
+46.W
Metlium-3-1l4'
.60.0
High -e
+oLo
SEE NO th I-S
OH LENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN
USING THE 3AW SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4'
SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED).
SEE TABLE 3A.
3) 4', 3-1/4' AND 2-112' 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. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT
DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND
EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
DLO WIDTH = NOM. PANEL WIDTH - 7'
QUANTITY. DMDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT -1.866'
eno Tee. e � see euee,•e
e1 9, en eno oes17 ninscusanue sun cuce7e ♦o z.o ma eeeekem v neren e
Interlock
P-hook
tockstlle@lamb
Straight Astragal
Assembly
Loclesille,@
Straight Astragal
go -Astragal
Assembly
Indsdle@
90'Asbegal
135-Astragal
Assembly
Lockstile0
135'Asbagal
Heavy-dutyStiles
Hearydury Stile
Hearyduty5tile
Heavy-duty Stile
Heavy-duty5tlle
Heavy-dury5tile
Heavy-duty Stile
Henry -duty Stile
Heavy-duty5tile
HeaWdury Astragal
Outside Comer„
inside Corner' I 1
Outside
Corner'_j�fr-.I
Corner
lds
Imrner
Co
Outside
er
Comer
L-J--I
Part N1(k2)
Pan#61
Part 961
Partu61(stile)
Part 968 (Astragal)
part III
Part 9118(Stfle)(Comer
Receiver)
Pan#119(Out)
Part a120 (IO)
part9R31(&6132
(Com.&Fxd Mount)
Partp61
NVFMCg R34?7b
(w0ae0fe0p
RENSm TA&P1 CEAe 64��
saoayn I NTS 1 8 w 22 1 PGTO128
REVMM
#'f _ No. 68705 .. #
NOFRAME '6+9"P-HOOK ANCHORAGE CONSISTS OF:
SEE'C5"CLUSTER
(B)P-HOOK ANCHORS,
JAMBSEE �,
SEE•CS'CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10
SPLICE
REQUIRED @ (PERPENDICULAR TOG
SEE'C5'CLUSTER DETAILS. FOR ASTRAGAL
DETAILS, SHEET 10 FOR
NOTE,
EXTERIOR PLANE) TABLE 2, SHE
REQUIRES'06' SHEET IO FOR INTERLOCK
INTERLOCK 24"MAX. O.C.
THIS
SHEET
POCKETS AND
SEE POCKET -__
CLUS,SHEEE
+�II_ 42° NOM. DETAILS, SHEET 11
\ PANEL WIDTH
MOUNOOK_
JAMB MOUNTWG
x £ x
' /x I1 / x z e'MAX.
INSTALLATION, ADAPTER 6'MAX
x
f5}'L x " " xx x x x x «�
THIS SHEET ANCHORS MIDWAY
3•MgX. '
.- BSHEETI4 BETWEENP-HOOK
- ANCHORS 8 AT 3'
Ipi
of x=FRAME ANCHORS4 PAIRS
x
FROM TOP B 1a
4•
efi"
q
BOTTOM iz6y MAX o.a.
.'MAX.
Ip ANCHORS (TOTAL e
UNIT m•MA%.
O.C. ANCHORS)
I O.C.o D.C.
4.051'
TO OPENING QQ I
- EDGE OF POCKET SEE
HEIGPER JAMB
n 0=P-HOOK HT
O (SEE JAMB
INSTALLATION iog I
ANCHORS
O' A x DETAIL
DETAILS'Je 89(c', i�g�g ®,
Ip mO=P-HOOK BELOW)
END PANEL SHEET 148 PART Fy2 ®�
�
.a MOUNTING
I
24
ANCHORAGE DETAILS'J' 81C, l a
ANCHORS) SHEET 19 FOR �
3' M ADAPTER x
jiff
D.C.
(2 12 -
Y P-HOOK _-
ANCHORS
ANCHORS -
- x x- xx z ENO PANEL
ANCHORAGE ENO PANEL
ANCHORAGE`
x' z• x x • z 8'MAX. ANCHORAGE SEE
x xx x x.
�p
(SEE SKETCH BELOW)
SIO:TCH BELOW)
`�'t2' �''2• �yZ•
CENTERLINE B'MAX, TYP.
CHORAGE�EY
ANCHORAGE
OF PANEL i
PA
ANCHOGE ANCHORAGE ANCHORAGE
2.04"
24-MAX.
EXAMPLE: S-PANEL 2TRACK 90°OUTSIDE
CORNER- XXO(XO- EKT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
n96 NOM. PANELS, ANCHOR GROUP C IN
CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6' SPLICE NOTE:
ff
ANCHORAGE EXAMPLE NOTES-
NONSTRUCTURAL
I
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
I
2) ANCHOR LOCATION SPACING FOR ANCHOR
I
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I S. SHEETS BS:
42'
NOM.
•
INTERLOCK HEAD 8 SILL: 8' MAX FROM FRAME CORNERS. USE
PANEL
9EE'C5'CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
WIDTH
DETAILS, SHEET IO SHEETS 6S AT EACH INTERLOCK AND STRAIGHT
FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS -
SPECIFIED QUANTITY OFADDITIONAL INTERMEDIATE
'+2'ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24'
O.C. MAXIMUM.
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
TRIOR HEAD OR SILL IF A SPLICE
21"
EtOCCURS AT THE P-HOOK.
MAX.
O.C.
I RLKTYGVmw
HaWiv�r•H61hi1wNe
5.64' hfr
8 rr hN��5
3.5
X 6 MA
p•yP
CENTERLINE JAMBS 8 P-HOOKS: 6' MAX FROM BOTTOM, 21' MAX ANCHOR PAIR O.C. (JAMBS), 14' MAX ANCHOR
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE 2 TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAMB
ANCHOR PAIR
'*2° ANCHORAGE ENO PANEL
REQUIRES SEE'CS' CLUSTER
•)
CENTERLINE CENTERLINE
'C6' CLUSTER SEE ~OF DETAILS. SHEET 10 OF ANCHORAGE
DETAILS, SHEET II FOR ASTRAGAL OF
INTERLOCK (2 ANCHORS) B=
�•
4.051' 3.5' I MAX.
O1HInnq++
TT'I1
_ *;• No. 63T05 * _
EXTERIOR �J
CENTERLINE CENTERLINE CENTERLINE
'.Y ANCHORAGE 'a2'ANCHORAGE Imo,
[--OF
_ ice✓---
I OFPANEL3 PANEL4 I OF PANEL
••QQ -
•'• yy ir
SEESHEETIIFOR OTHER INTERMEDIATE ANCHORS
;A (gl��r'[
mroTccwvaoGvmrvr ��
x. vancr;as+xm ANCHORAGE SPACING B EXAMPLE PLANS
'�"SP''4.^!P"'•(��:
IrrO�fen
'z.SIONAL Ea�`�
u4
wu4rE0ExAxPLEroxEw4xwonauavrrrr. ro�t>:OF•Au+K�9AJNa SERIES670ALUM°i.� SGO-NON-"IMPACT
prcm
® ^x`
NTS 1 9 +22 �POT012B C
A.rL+YI+NUMULL1E1R515REJq1R
PJ:,es5ro5
\ ASTRAGAL O 6' DIAG.
ASTRAGAL OR SPLICE LOCATIO ASTRAGAL ORN7-
ICE PLICE LOC ION 204"
I IFNEEDED INTERLOCK—,ON,U INTERLOCK NEEDED 2.04"
ENTERLINE i CENTERLINESTE ETAIL) CENTERLINE I
3. ' T' EXTERIOR
7 3.5' 21'
1.75'
W. • DIAG. MAX.
O.C.
. 4' 04' 21'
5.64' MAX.
TERIIXY 3.5. 7• \ E RIOR 4' DIAG. 7, RIM 7- 7 3.5• O.C.
n
ANCHOEQUIRED,'C4') ANCHORS ARE REQUIRED,'LS') ANCHORS AZ3E"REO�RED,'C8") AN AIR e'MA%. ��
4T
ASTRAGAL OR LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORSPLICE LOCATION 6' DIAG. RPME JAMB
INTERLOCK IF NEEDED INTERLOCK—] CONDITION, USE INTERLOCK IF NEEDED E MRIOR ANCHOR PAIR
CENTERLINE I CENTERLINE I'CB'CLUSTER DETAIL) W7'
2.04' 3.5" ANCHORS MAV BE INSTALLED
21'EITHER IN THE EXT. OR INT.
MAX TRACK(INT. SHOWN)
408' 21 4,08'O.C.4' NOTES:
6.64' I. ALL DIMENSIONS SHOWN
E EMOR 4'DNG. Exmwag ARE BASED ON MIN.
7' �n� 7' FTTI ALLOWED.
3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL 5' MAX. 2. FOR HEAD NC SILL SPLICE
Col ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK RASTRAGAL OR INTERLOCK LOCATIONSIANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER F 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED, -CS-) ANCHORS ARE REQUIRED.'C6') ANCHOR PAIR
FOR SPLICED 151000CTYEV®
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE l*l14R�Bfb
{.� (FOR SPLICE CONDITION, DO NOT CONDITIONS ONLY: 4 h' 4
INTERLOCK+I IF NEEDED INTERLOCK (FOR
INTERLOCK+-I Px"n Na 17b4� •pT
CENTERLINE I CENTERLINE I CONDITION, USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION EalRw. ml. �y
Imo— 'C6' CLUSTER DETAIL) IF NEEDED
C 1e7c• +� 3.6'
3
.5' 7• MPd n.r.
2.04'
4• DLAG.
IXTET�TIRIOR
V 4-TRACK FRAME HEADISILL
a ASTRAGAL OR INTERLOCK
(USE WHERE 4CLUSTER
ANCHORS ARE REQUIRED, "C4')
4' DIAG.V
4- 4' DIAG. 2.04.
2.04' 5°DIAG.
t I 2114.
rlunrr
NY
E%TTE�RIOR 7" E E RIOR 7• 3.5' 3.s' LYN r
``\.ICEN3"�,
4-TRACK FRAME HEAD/SRC lu 4TRACK FRAME HEAD/SILL 'k.'
(oI ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C5")
imo TEcmw "o
N R4dLERa¢)9
(BII)IDltm
L'FRI.OFANMFYGb
(ASTRAGAL OR INTERLOCK OR INTERLOCK No. 56705
(USE WHERE S CLUSTER ANCHORS ARE REQUIRED,-C6-) .A.
WITH B WITHOUT SPLICE CONDITION
NTS 110 + 22 P'T0128 A LYw uu E . P.E.
C PJ:Y99703
2.04'
2.04"
IWERIOR
INTERM
4'DAG.
6.72E
6.12E
INFERIOR
fS11
INFEROR
3.S
EXTERIOR
2.04E J EX.—LRIOR /\1
90°CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'
4-
IMERIOR
4.08E
INTERIOR 2.04" INTERIOR 204' NOTES:
t. ALL DIMENSIONS SHOWN
7^ ARE BASED ON MINIMUM
8.94' ALLOWED.
3.5E 3.5E 2. DETAILS DEPICT ANCHOR
INTERIOR QUANTITY AND SPACING,
1 ° EXTERIOR AND WOULD BE IDENTICAL
4' DIAG. 4' DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
"+l' ANCHOR
3.5E 3
4-
2.04' —J '~ r ~' 2.04E J EX WOR 4' 2,04• r
EXIERIOR 8.94E
90°CORNER 135'CORNER 135D CORNER I _ CENTERLINE
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL f OFPANEL
(USE WHERE 6OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5OR 6 CLUSTER
ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED, 'CD ANCHORS ARE REQUIRED,-C6') •+2•ANCHOR
EXTMOR INTERIoa P 0 .
4.08E •+1"ANCHOR
7 a1s� a CIAO,TE 3.5E INRIOR 3.5E I
= 7-
4.08E
14•DIAG.
7• /t
3.5° (� I \ 4' I '—�1 3.5E �'
EXTERIOR r �I /l EXTERIOR r �.I� 4•
90- CORNER 135E CORNER
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
('CB' ANCHOR CLUSTER REQUIRED CW ANCHOR CLUSTER REQUIF
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS)
INTERIOR 6W4.
INTERIOR
2.04E
4• EXTERIOR 5 �.
IMERIOR
7R BO 3.5E 135°
7'
s.1z• { + a• Dwc. Y I I'N--�J' 6.12E
EXTERIOR I� 7- /
90°CORNER
4-TRACK FRAME HEAD/SILL
("CB' ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
4•DwG. --4 3.5' 1-�-
EXTERIOR 4•
4-TRACK CORNERS)
CENTERLINE
EXTERIOR OF PANEL
g - '+3'ANCHOR
CENTERLINE 2'V
4 OFPANEL
3.5E
INTERIOR ON ^+2^ANCHOR "
EXTERIOR ALL CENTERLINEO7FPAN4'DIAG.
EL
TI. VIEWS 2-TRACK FRAME HEAD/SILL
V INTERMEDIATE ANCHOR IA(OUT
4'DIAG. MOOOOT9EYMb
u uur•p11y4tb.1b,W.
2.04" q�cn•Fe N. lZp�' �Oq
3.5' eWT.FI. m.
CENTERLINE 4 {�� ( l`TT>'•`e•`
✓ 04E '+3'ANCHOR
OFPANEL nBbylpy Fn4zlCrTly
.
4- nrArd
4.08E
EXTERIOR ,
1111111f11
3.5E I i
CENTERLINE QN NN i
2.04E OF PANEL tlUCENa•FQ(�'�
4-TRACK FRAME HEAD/SILL _ * j No. 6g705
INTERMEDIATE ANCHOR LAYOUT = * =
(3-TRACK SIMILAR) _�,• :, Al,
1 1 —v ocvvn T`Wc" NOONANOESINISSNEET. C.`TOF'UL— SERIES 670 ALUM. SGD-NON-IMPACT
JR OYXVII ^' ® us,Tue _� s " a. LYMJ MILLER P.E
srwcro IVTS 11 • 22 PGTO128 C P.E94e>4s
n
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEETI EMBEDMENT: SEE TABLE A, SHEET MIN. OF3THREADS BEYOND
EDGE DISTANCE EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A, SHEEP 1 SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
2-0118" 2-1118•' NOTES:
FJOERIOR 1114, 2.1M6" 1/4' 1. ALL DIMENSIONS
o MAXAMAX. SHOWN ARE BASED
SHIM EXTE RR _ �' r SHIM EXTERIOR
'( `/Yti SHIM ON MIN. ALLOWED.
EMBEDMENT: T r i 2. METAL OR WOOD
SEE TABLE&
SHEET
SUBSTRATES MAY BE
USED FOR ALL FRAME
2SEE
WOOD ANCHOR TYP.,
2X WOOD WOODANCHORTYP.,
METAL
TYP., SEE SMS ANCHOR TYP., TYPES PER TABLE A,
CD SEE ANCHOR NOTES'
ANCHOR
TNO
TYR, SEE ANCHOR SEE ANCHOR NOTES
TABLEA&ANCHOR SEE ANCHOR NOTES SHEET I.
NOTES.. SHEET 1 &TABLE A, SHEET
ES..
NOTE 3, SHEET &TABLE A. SHEET
NOTE 4, SHEET &TABLE A, SHEET
®2-TRACK FRAME HEAD
WOOD INSTALLATION
® 3-TRACK FRAME HEAD
WOOD INSTALLATION
4-TRACK FRAME HEAD • DIAGONAL O.C. IS
MIN 4' (HEAD & SILL)
METAL INSTALLATION
OR 6' (JAMB) SEE
WOODANCHORTYP., 2X WOOD
WOOD ANCHOR TYP., 2X WOOD
SMSANCHORTYP., METALTYP.,SEE DETAILS, SHEETS I0&11.
SEE ANCHOR NOTES TYP., SEEANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEEANCHORNOTES TYP., SEEANCHOR
SEE & TABLE A, SHEET 1 NDTE 3, SHEET 1
SEEANCHORNOTES TABLEA&ANCHOR
SEE & TABLE A. SHEET 1 NOTE 4, SHEET 1
SEEANCHOR
NOTE 5, SHEET
ANCHOR
NOTE S.
ANCHOR
NOTE S.
p MIN. OF 3 THREADS BEYOND
II THE METAL SUBSTRATE
1 (1/4' MAX.) SHEET 1 I SHEET 1�
T (1/4-MAK) J (1/4°MAX.)
EMERIOR EMERIOR T".
EXTERIOR2-1/18" J!!�2-1H6•• �2-•
EDGE DISTANCE: EDGE DISTANCE:
SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT. SEE TABLE&SHEET 1
® WOOD INSTALLE SILL 3-TRACK LATIION ®w WOOD INSTALLLA71ON ME SILL F®w MEE BILL
TALCINSFTRA LLATN
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET
2X WOOD
TYP., SEE ANCHOR —
NOTE 3, SHEET 1 r
EMBEDMENT:SFP
TABLE A, SHEI
EDGE DISTANCE:
SEE TABLE A, 2X WOOD
SHEET 1 TYP., SEE ANCHOR
T—I NOTE 3, SHEET 1
&TABLE A, SHEET
EXTET1RIOR
V 1/4' MAX. SHIM
2-TRACK FRAME JAMB
WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES -
& TABLE A, SHEET 1
E �'RI�IOR
V _
114•MAXSHIM
TANCE:
ELEA,
-Ti
METAL TYP., SEE
TABLE A & ANCHOR —
NOTE 4, SHEET 1
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1 IpI
EXT��E--IRIIIOR e
1/4 MAX SHIM
scPem I MS 1 12 • 22
EDGE DISTANCE:
SEETABLEA,
SHEET
2-1/16"
_EMBEDMENT: SEE
TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
IRBBVEE4EVWb
b-dhmV c�•rld Oe Rwl►
E•Mr m`.y" -A-Z.4
BEYONDTHE tl`:'•"""•Z'•jr/
METAL �Nsf •'t
SUBSTRATE �*,: sows tq0?
A LYNN MILLER. P.E.
P." WIN
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A, SHEET I
NOTES:
EDGE DISTANCE: SEE
EDGE DISTANCE:
EDGE DISTANCE:
7. ALL DIMENSIONS
CONCRETE
TABLE A. SHEET CONCRETE
SEETABLEA, SHEET 1 CONCRETE
SEE TABLE A, SHEET I
SHOWN ARE BASED
PER TABLE
2-1118' • PER TABLE
2-1/18" PER TABLE
2-1H6'
ON MIN. ALLOWED.
A, SHEET 1
A, SHEETI
A, SHEET 1
1/4'
�'
• DIAGONAL O.C. IS
ExTERIo
-.1::.-
"�
♦��1
1 ' MAX.
MIN 4'(HEAD&SILL)
7j
SHIM
pEET
OR 6'(JAMB)SEE
EMBEDM J
1
Ex1¢gloRr
L F ERIOR
I
7�
I
DETAILS,0 SHEETS
BEET EN
MAX
&II
1
S
IM
SHIM
P PERLYSECUREDIX CONCRETEA CHORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP..
PROPERLY SEGUED IX CONCRETE ANCHOR TYP.,
OOD BUCK TYP., SEE SEE ANCHO NOTES&
WOOD BUCK TYP.. SEE SEEANCHORNOTES&
WOOD BUCK TYP.. SEE SEE ANCHOR NOTESB
HOR NOTE 3, SHEET 1 TABLE A EET 1 ANCHOR NOTE 3, SHEET I TABLE A SHEET t ANCHOR NOTE 3, SHEET I TABLE A. SHEET 1
-TRACK FRAM EAD
EINSTALLATION ME D
Ila 4-TRACK E HEAD
® CONC ST LATION
� CONCRETE
C., CONC ETEEIINSTALLATION
NCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
SEE ANCHOR
DTE 5, SHEET
1(A'MAXJ
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
BUCKTYP.,SEE SEE ANCHOR NOTES&
ANCHOR 3, SHEETI TABLE A, SHEET
EE ANCHOR
NOTE 6,
SHEET
I
IOR T 1 ( 4 MAX.)
2-1116
EDGE DISTANCE:
SEE TABLE A SHEET 1
EMBEDMENT: SEE TABLE A SHEET 1
/EMBEDMENT: SEE
—~
TABLE A SHEET 1
PROPLY SEGUED
EDGE
SEE
IXWOOERDBUCKTYP.,
TABLEDISTANCE:
SEE ANCHOR NOTE 3,
SHEETI
SHEET 1
CONCJCMU ANCHOR
''
2-1116'•
TYP., SEE ANCHOR
NOTES & TABLE A
SHEET
CONCRETE
E ERIOR
I
ORCMU
PER TABLE'
,,,,��7
'T'I
V7/4"MAK SHIM -+III—
PROPERLYSECURED IX CONCRETE ANCHOR TYR, PROPERLYSECUREDIX
WOOD BUCKTYP., SEE SEEANCHORNOTESB 7 WOOD BUCK TYP., SEE
ANCHOR NOTE 3. SHEET I TABLE A, SHEET I / ANCHOR NOTE 3, SHEET I
2,1116—
EDGE DISTANCE: CONCRETE EDGE DISTANCE:
SEE TABLE A SHEET 1 PER TABLE SEE TABLE A SHEET 1
A. EMBEDMENT. SEE TABLE A, SHEET i SHEET 1 EMBEDMENT: SEE TABLE A SHEET 1
3-TRACK FRAME SILL 4-TRACK FRAME SILL
CONCRETE INSTALLATION Pc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET
EMBEDMENT: SEE
TABLE AN SHEET �1
_
EDGE D
/CMU ANCHOR
BEET
SEE ANCHOR
SH.
(ES &TABLE A,
SHEETI
2-1/18"
(SECURED
BUCK TYP.,
OR NOTE 3,
SHEET 1
v q�` PROPERLY SEGUED
1 t%WOOD BUCK TYP..
SEE ANCHOR NOTE 3,
SHEET 1
CONCRETE
EXTERIOR A SHEET 1
�7714°MA%. SHIM--�1—'.
3-TRACK FRAME JAMB
He CONCRETEICMU INSTALLATION
ryn/.eweoo
CERr.OFAUiiLlA3M
CONCRETE
PERTABLE
A, SHEET 1
rRonucraEVlsep
1
�mr�Vsl�.lm rx tbw
EDGE DISTANCE:
SEE TABLE A.
As�w�gIJ 7'?Y&tfj
SHEET 1
1
s2p
Bw4 au
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES &TABLE A
SHEET
CONCRETE
OR CMU
E%iERaR
�:PER TABLE
IL
A SHEET t
1/4' MAX. SHIM
®4-TRACK
FRAME JAMB
Ic CONCRETE/CMU
INSTALLATION
�71
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0. LTNN NILL£0. PE.
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INSTALLATION DETAILS
FRAMEJAMB
REOUIREDATALL
INSIDE POCKETS
EMBEDMENT: SEE
TO PREVENT
WOOD FRAMING TABLE A. SHEETI
P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
0
o
SEE ANCHOR NOTES
EMBEDMENT.
8 TABLE A, SHEET 1
SEE TABLEA,
(ALSO SEE TYP.
SHEET 1
2B
ILLUSTRATION, SHEET 9)
DISTANCE: SEE
TABLEA SHEET EMBEDMENT:
SEE TABLEA,
EK MOR SHEET I
PHOOKWOOD ANCHOR TYP.,
P-HOOK
SEE ANCHOR NOTES
CONCRETE
&TABLE A, SHEET
(ALSO SEE TYP.
CMU PER TABLE
MIN.
ILLUSTRATION, SHEET 9 )
A, SHEEP 1
EDGE EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS #18, #20, #22 0R#24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN.
(SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
METAL TYP.,
SEE ANCHOR
P-HOOKMOUNTING CONCRETEOR
NOTE 4,SHEET 1; EMBEDMENT: SEE TABLE A SHEETI
MIN. OF3 THREADS
ADAPTER SMS CMU PER TABLE
ANCHOR TYP., SEE A,SHEETI
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
xU (ALSO EMBEDMENT:
SEE TYP.NTI
ILLUSTRATION, SEE TABLE A.
EMBEDMENT
I 9) SHEET 7�
SEE TABLE A,
DISTANCE: SEE
SHEET 1
TABLE 0. SHEET 1
P-HOOK SMS ANCHOR TYP., /
J
E%iENOR
SEE ANCHOR NOTES
n
& TABLE A. SHEET 1
V
(ALSO SEE TYP.
2.693' IN
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS #19. #21, #23 OR #26,
METAL INSTALLATION EXTERIOR
(SEE TABLES IA 2A&3A MOUNT
FOR WATER RATINGS) ONLY
MIS WN ..
! .. CFAUNI/A1A!
NOTES:
T. ALL DIMENSIONS
SHOWN ARE BASED
2.693' MIN.
ON MIN. ALLOWED.
EDGE
DISTANCE
2. FIGURES ON THIS
SHEET ARE FOR
CONCJCMU
ILLUSTRATIVE
ANCHORTP., SEE PURPOSES ONLY. SEE
28
ANCHOR NOTES & TABLE A, SHEET 1 FOR
TABLE SHEET
ALLAPPROVED
SUBSTRATES.
1-114' MIN. EDGE DISTANCE
� EXTEROR
3. SEE TABES 1-3,
pg '5
SHEETS 641 FOR
P-HOOK MOUNTING
REQUIRED P-HOOK
ADAPTER CONCJCMU
AND P-HOOK
ANCHORTYP.,SEE
MOUNTING ADAPTER
NOTES STABLE
ANCHOR QUANTITIES.ANCHOR
EMBEDMENT: SEE ^'
A SNEER I
ALSO SEE EXAMPLE
TABLE A. SHEET
(ALSO SEE TYP.
ON SHEET 9.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
Jc PARTS #IS, #20, #22 OR#24,
CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA, 2A&3A
MAY ALSO BE INSTALLED IN
FORWATERRATINGS)
EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE
ADAPTER CONCJCMU
TABLE A SHEET 1
ANCHOR TYP., SEE
_
ANCHOR NOTES &TABLE
A, SHEET I
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
PROOUCT REVI&BI
ti
29
e� Pw%`iR,w4
e
EyYaYw
Y
mu- -pk144 . yJ
1
—
1-0/4' MIN. EDGE DISTANCE
•
� 4,- k.�
LcZ
P-HOOK CONCJCMU
ExiEaioR
ANCHOR TYP., SEE
fl
V
ANCHOR NOTES & TABLE
A, SHEET 1
2,693' MIN.
(ALSO SEE 7VP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
FOR USE WITH BOX SILL RISERS
SP-HOOK
'Kc PARTS1119, #21,#230R#26.
CONCRETE INSTALLATION
EXTERIOR
(SEE TABLES 1A. 2A&3A
MOUNT
FOR WATER RATINGS)
ONLY
ERIES 670 ALUM. SGD -NON-IMPACT
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HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS 'AV &'Ae.
SHEETS 12 & 13 r
MAX -
PANEL
HEIGHI
L
MAX. UNIT —
WIDTH
MAX
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
PANEL
PANEL
PANEL
TYPE
TYPE
PANEL
TYPE
'05
'AS'
ME
NOM.
MAX. UNIT
PANEL
//
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/
MAX
HEIGHT
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WIDTH
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SEE
PE
HEIGHT
TABLES
rJ 11TF7
Te GI CC 11
1
1-3
Miviiil--eim
90°
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER, 4 PANELS -XX/XX
'DW & TJN, SHEETS 12 & 13
010 X 1-112'
PH EMS
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE OPIANCHOR TABLES, SHEETS 0-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL.
3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
ryrgawreao
tart. oEaunuor®e
2S
EXTERIOR 1
9D°
CORNER DETAIL N7.
SHEET 19 & CORNER
ANCHORAGE SHEET 11
INTERLOCK DETAIL
'M', SHEET 19
EKTERIOR INTERIOR
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GW &'Gd, SHEETS 12 & 13
DLO WIDTH= NOM. PANEL WIDTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT-10.125-
PANEL HEIGHT= DOOR UNIT HEIGHT-1.866'
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No. 58705
CONFIG. EXAMPLES INTERLOCK DETAIL IFORALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 151
M', SHEET 19 OPERABLE JAMB DETAIL VT. SHEET 18:
'IINSTALLATION DETNLS'GW &'Gc', SHEETS 12 & 13
LLLIXD JAMB DETAIL'G2, ASTRAGAL HEADER DETAIL'A
'A', SHEET HEADER DETAIL', SHEET 18; MAX
SHEET 18; INSTALLATION-DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW &'Ad. DLO
DETAILS'Gw'&'Gc', L2, SHEET 19 'AW 8'Ac', SHEETS 12& 3 SHEETS I2&13 I WID71
SHEETS 12 & 13 . 90' , TYP.
PANEL
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TYPE
TYPE
TYPE
TYPE
,R•
'L'
'D'
'A'
MAX.
,
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WIDTH TYP. PE
MAX PER
TABLES 13 SEE TAB
DLO NOTE 2, 1
HEIGHT SHEET 75
D a x
MAX UNIT WIDTH
P; "PEPANEL
'PANEL PANEL TYPE
TYPE TYPE A, .w IDS. 'K' MAX.
IT A UNIT
GHT SILLDETAIL NOM. HEIGHT
R 'D', SHEET / PANEL / PER
LES 18: MAX WIDTHTYP. SEE TABLES
INSTALL DLO PER SHEET 2. 1a
DETAILS HEIGHT TABLES 1.3
�,&1x'.
SHEETS12 ��.x.,
( 811) 13 , X X X
L SEE FRAME &
PANEL CORNER SILLDETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW&'De, SHEETS I2&13 EXAMPLE: 90'OUTSIDE CORNER -XXM(2-TRACK)
JAMB DETAIL'S7', SHEET 18;
ASTRAGAL DETAILS'Li' 8 INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW &
L2, SHEET 19� ,- N INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13 �
v HEADER DETAIL
JAMB DETAIL'HT,SHEET P-HOOK DETAIL'J'& W. SHEET 'B', SHEET IB;
18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION-7 JAMB DETAIL 12', SHEET 18: INSTALLATION
TN/&'He. SHEETS 12& 13' 'Je,'KW&'Kc', SHEET 14 DETAILS'BW&'Bc', OETAILS'M^8'Ic', SHEETS 12813
SHEETS 12 & 13
I� MAX. UNIT WIDTH �1I MAX UNIT WIDTH
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
'R' 'L' 'M'MA. UNIT NOM.
'F
qq7
HEIGHT PANEL
PER/
WIDTHTYP
TABLES MAX./ / SEE PER
1-3 DLO NOTE 2 TABLES 1-3 3
HEIGHT SHEET15
�O a b b
EXAMPLE: OXXXD SILL DETAIL'S', SHEET 18;
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'EW 8 Ec, SHEETS 12 & 13
cmr.WAUM.RWN
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
'M' F IF P.
MA
NOM. UN
PANEL G HEIC
WIDTH TIP. // PE
SEE MAX PER TABI
OTE 2, DLO TABLES iJ 11
SHEET IS HEIGHT
x x D
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
i INTERLOCK DETAIL
�'M', SHEET 19
90' OUTSIDE CORNER
DETAIL NV, SHEET 19 &
CORNERANCHORAGE
%SHEET 11
INTERIOR
F�c1EwoR NOM. PANEL
WIDTH p
.
PERTABLES
13
HEADER DETAIL Cr, SHEET
18; INSTALLATION DETAILS
'CW &'Cc', SHEETS 12 & 13
K.
T
HT
I
ES
t
EXAMPLE: XXXO SILL DETAIL'F, SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'Fw' &'FC, SHEETS 12 & 13
Sa I NTS 1 16 • 22 1 PGT0128
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•! No. 58705 '•Y
L SEE FRAME &
PANEL CORNER SILLDETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW&'De, SHEETS I2&13 EXAMPLE: 90'OUTSIDE CORNER -XXM(2-TRACK)
JAMB DETAIL'S7', SHEET 18;
ASTRAGAL DETAILS'Li' 8 INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW &
L2, SHEET 19� ,- N INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13 �
v HEADER DETAIL
JAMB DETAIL'HT,SHEET P-HOOK DETAIL'J'& W. SHEET 'B', SHEET IB;
18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION-7 JAMB DETAIL 12', SHEET 18: INSTALLATION
TN/&'He. SHEETS 12& 13' 'Je,'KW&'Kc', SHEET 14 DETAILS'BW&'Bc', OETAILS'M^8'Ic', SHEETS 12813
SHEETS 12 & 13
I� MAX. UNIT WIDTH �1I MAX UNIT WIDTH
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
'R' 'L' 'M'MA. UNIT NOM.
'F
qq7
HEIGHT PANEL
PER/
WIDTHTYP
TABLES MAX./ / SEE PER
1-3 DLO NOTE 2 TABLES 1-3 3
HEIGHT SHEET15
�O a b b
EXAMPLE: OXXXD SILL DETAIL'S', SHEET 18;
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'EW 8 Ec, SHEETS 12 & 13
cmr.WAUM.RWN
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
'M' F IF P.
MA
NOM. UN
PANEL G HEIC
WIDTH TIP. // PE
SEE MAX PER TABI
OTE 2, DLO TABLES iJ 11
SHEET IS HEIGHT
x x D
JAMB DETAIL'G3', SHEET
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'GW &'Ge, SHEETS 12 & 13
i INTERLOCK DETAIL
�'M', SHEET 19
90' OUTSIDE CORNER
DETAIL NV, SHEET 19 &
CORNERANCHORAGE
%SHEET 11
INTERIOR
F�c1EwoR NOM. PANEL
WIDTH p
.
PERTABLES
13
HEADER DETAIL Cr, SHEET
18; INSTALLATION DETAILS
'CW &'Cc', SHEETS 12 & 13
K.
T
HT
I
ES
t
EXAMPLE: XXXO SILL DETAIL'F, SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'Fw' &'FC, SHEETS 12 & 13
Sa I NTS 1 16 • 22 1 PGT0128
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WrV 414 �
•! No. 58705 '•Y
EXAMPLE: OXXXD SILL DETAIL'S', SHEET 18;
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
'EW 8 Ec, SHEETS 12 & 13
cmr.WAUM.RWN
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
'M' F IF P.
MA
NOM. UN
PANEL G HEIC
WIDTH TIP. // PE
SEE MAX PER TABI
OTE 2, DLO TABLES iJ 11
SHEET IS HEIGHT
x x D
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
i INTERLOCK DETAIL
�'M', SHEET 19
90' OUTSIDE CORNER
DETAIL NV, SHEET 19 &
CORNERANCHORAGE
%SHEET 11
INTERIOR
F�c1EwoR NOM. PANEL
WIDTH p
.
PERTABLES
13
HEADER DETAIL Cr, SHEET
18; INSTALLATION DETAILS
'CW &'Cc', SHEETS 12 & 13
K.
T
HT
I
ES
t
EXAMPLE: XXXO SILL DETAIL'F, SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'Fw' &'FC, SHEETS 12 & 13
Sa I NTS 1 16 • 22 1 PGT0128
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MwiQCed
Aa<pLae Ne 1 -O 2e •p
CMM'�41e 1n'L. aS
4 LI,.....�.
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•! No. 58705 '•Y
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
i INTERLOCK DETAIL
�'M', SHEET 19
90' OUTSIDE CORNER
DETAIL NV, SHEET 19 &
CORNERANCHORAGE
%SHEET 11
INTERIOR
F�c1EwoR NOM. PANEL
WIDTH p
.
PERTABLES
13
HEADER DETAIL Cr, SHEET
18; INSTALLATION DETAILS
'CW &'Cc', SHEETS 12 & 13
K.
T
HT
I
ES
t
EXAMPLE: XXXO SILL DETAIL'F, SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'Fw' &'FC, SHEETS 12 & 13
Sa I NTS 1 16 • 22 1 PGT0128
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PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
IMOUT
SINGE
INTERLOCK
FIXED
STILE
LOCKSME
W/HANDLE
ASTRAGAL
ASTRAGAL
ASTRAGA
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135
TYPES
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PANELNOTES:
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1. SEE DP TABLES 13. SHEETS" FOR PANEL
ASTRAGAL
IL!
LEFT
LEFT
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SIZES B DESIGN PRESSURE.
W
Z.....
"I"
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
J
PANEL
PANEL
EXTERIOR
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
ASTRAGAL"
T U
STILE
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AND ARE NOT AVAILABLE.
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3,90°ASTRAGALS TO USE HEAVY-DUTY STILES
WA$TBACAL
�
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(#81), CORNER RECEIVER (#118)AND EITHER
PANEL'E'SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
EXTERIOR (#120)CORNER
APPLICABLE
BO%IN
STILE/ASTRAGAL REQUIREMENTS.
gSTRAGALS#11B)ORIMERIOR
J
INT CORNER
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AO LOCKSTILE
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-
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Ill
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ASSEMBLY DETAILS
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105 6-LONG CLIP#105
Q W/RETAINER#106
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13, SHEETS 63 FOR DP (PSF) ASSOCIATED WITH STILE.
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2] B3 JU ] 11 1/"\
(•1 EXTERIOR
J
STANDARD L1 WITH STANDARD EHGAL 967 HEAVY-DUTY ASTRAGAL S 8 DO- OUTSIDE CORNER
S#60 WITH EAVY-DUTY STILES#61 N1 2-TRACK SHOWN
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN)
4 INWRMR
41NWRIOR
5
135° s
11
T
73L
14 5 61 32
103
Il EXTERIOR
11 5 V
] o®135- INSIDE CORNER
2-TRACK SHOWN
6135° OUTSIDE CORNER
01 2-TRACK SHOWN
INIENOR
EXiERgR
fi00R 81
INTERLOCK
- REM #61 (HEAVY-DUTY
050-INSIDE CORNER
STILE) SHOWN, ITEM#60
N2 2-TRACKSHOWN
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
13. SHEETS 63 FOR DP
(PSF) ASSOCIATED WITH
STILES.
IawrsucrgL•tTT®p
31
bnALeG.a.NM t4rtxy4
701
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OR
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rc. vcnw r�a,4m r1VKILUN IAL 0t(f I IVN VC /AIL.A', GVKNtKJ C' -., wg1DP.:' p�P
JR 549Y1] C NG LHANGESTHISSHEET.
G .WAGTxamee SERIES 67OALUM. SGO-NON-IMPACT '�SS;oNALI NC`
^1 7 A. LYNN MILLER RE
NTS 111 122 PGTO126 C _--PFr56T65
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 56.59, 66, 81. 64-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL,
3) USE OF #12 OR #13 REOUIRES
MIN. #10 SMS OR 3/16' MASONRY
ANCHORS @ 24' MAX. O.C.
INiDDULF9IEY®
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AINaV P�eistCulAr
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No. 58705 'P '
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IBNT6pOVJL0eYD9VE i •.. (ORIDA,.:'�.
x Ba(X{FL sITm PARTS LIST
cEm �AImL.mme ( �, SERIES670ALUM. SGD-NON-IMPACT ��'' ��NqL EN•�``
''`Jam' ,., ,.,,p -ALVMI MILLER,PE.
BGDB]B MS Zfi ITV IGTOiZB C P.E.05BI05
Item
1)
POT
Dvrn.9
PGTB
Description
JR
t]
C
NOCMNGEsMIsSHEET.
_Y
JR
_
D1RG'1/
m
1
113p8
B1T300
2-TRACK IEAD
2
1T303
Bt)JD3
3-AUp(HEAD WITH 9CAEEN RAIL
3
113D0
01T309
31PACK HEAD
4
1T312
811312
0.1PACK IffAO
B
iDN
B1TJ14
FRAME 6CREW COVER
6
1T31T
61TJ1]
FRAME IEAdJAMO SCREEN ADDON
T
1T301
e1T904
2-1fUCKSLL
B
17301
Bflb1
3-TMCKSLL WITH 6GREEN RAL
0
1]3N
8173e/
}TRACK6LL
10
1]J10
817310
LIMLKSLL
11
17313
M)913
FRAME BILL TRACK BJ6ERT
12
17915
617315
FMME 61LL 6GREEN AODON (SFE N'OlE 9)
13
17318
e17318
FMME SILL SCREEN END ADDAN (SEE NOTE J)
14
17306
81T305
i-IRACK.NNB
10
1T3@
B1T303
2-TMCK JAMB YYRM SCREEN MIL
10
1ib0
Bti]OB
}TMCK JAMB
iT
1731f
61TJ11
a-IRNCX 10M8
18
t1323
B1T322
SLLN6ER-FUT, FLUSH, 1.113'
10
17319
6I7310
6LL R6ER-BOX FW6H, t-t?
20
1]J21
017321
SILL RISER -FLAT, LOW, b112'
21
1TJ10
01]31B
6LL RRER-BOA LOW, 2-12'
22
17355
BtT355
SILL RB;ER - FLAT, MEDIUM, }1IP
23
17354
81]354
SBL PiSER-Bd(NEDIUM, }1M•
24
173A
617323
SILL RISER-FlAT, HIGH, 4'
25
1)32D
81]320
BULL RISER -BOX 111GR 4'
2B
17311
B1]3J3
POCKETP-HOOK
27
7010
6]Wp
NEOPRENE BULB WSIP FOR P4K1q(
28
tT3]9
81]9)4
POCKETP-KOOK MOUM
20
17335
017395
P4100K COVER
3p
R3/8
61]31B
POCKET P-KOOK FOR BO%RL9ER
N
fl3i6
617378
195 CdiNER
33
1)3i0
BR878-
135 FI1@D MOUNT '
HEMS aOGI
ARE 6GREEN PARTS:
a0
d316
012250
SCREEN SIDE RAC-LOCKSTILE
41
]LOCKWGSK
SCREEN LOCK6ET
62
41818
SCREEN KEEPER SPACER SET
63
0152
68152
SQtEEN INTERLOCK ADAPTER
K
6I28
BN2B
SCREEN DOUBLE NTERLOCI(
65
4711
81950
6GREEN TOP MIL
d0
6310
812257
SCREEN BOTTOM MIL
d]
6E8
]SFUZ
6TANIMIm ROLLER
dB
608
ISM%
STANDARD ROLLER - ST.fiR.
dp
63M
813/9
SCREEN ASTRAGAL
EO
17319
fi1T319
OR1fiCREEN ASTRAGAL ADAPTER
51
1652
01892
SCREEN 6PLNE -.165'
52
1696
fi160/
6GREEN SPLNE -.I50'
53
81B16C20
SCREEN CLDM
Sa
1725
112%/'%1HB'SET. BLOOL NEOPRENE 05 ald
55
R28
P %d' %fi16• BET. OLOLT(, NEOPRENE BE HS
Item
#
PDT
Own. #
POT#
Description
BJ
ti3R5
BITJ29
PANEL BRLE
81
173TB
BIT32B
PANEL STILE (HEAVY Otm1
83
1T32T
61iJZT
NTERLOCKADAFTOIL
B]
12T9
81P24B
VNYL BULB WsIP. - THIN (INSIDE PTIERLOCI(I
64
fi2B
T1T29
SLL E8BI WEAMERSMIP PAID
BS
1T920
Bii32B
NTERLOCK 6CREW LOVER
BT
1T320
B1T33B
AS1MGa1
fi0
f]33B
01TJ10
HEAVY OLIIY ASTMGAL
N
1T324
B1TJ2/
TOPBBOTTMI PAL
10
1TJ.50
d11350
WEAMER6IRP EXTENSION (PIECIION MOLDED)
]t
1803
T1B05
1-112'%1'XN4'HIGH FIN SEAL WET PLUGS
n
8153
]0153%
TANDEM 6T. BTL ROLLERASbY.
73
8153
T8153N
TANDEM NYWNROLLER ASSY.
Td
9LICONE
pON!-B9B, DOW8950R GE-T/00
T5
B18fi
T01&5%
GEMINIMORIILE 3PLY DUAL LOCK WhONOMM PUTS
T8
T1032XiFPF%B1D32
%1•FL BE SCREW W/WPE'F TIP
77
T103239
t0a281EEL21NC UNlii
TO
1]358
01]S58
3IiB81/a•BEAO
T9
1TY`T
et]35T
t•ID BEAD
b
1T350
81]35B
THB•BEAO/FOED PANELCLIP
02
1T21
61PNTK
VINYL BIAB WEATHERSTRIP
83
61165
I)d5
LOWE INC, 112 %1/18' 6GL SIDE MR. TAPE, Pd.YEM.
100
8052
IBp52
ROLLERADL Hd.E PWD
1p1
72087
JAMBBUIPER
102
1BIRI
T188B
pA9TPLUG
IN
BiBB
]8180X
I- KEEPER
101
05]
TSOKEEP
SCREEN LOCK KEEPER
105
iTJ14
BfT311
FUND PANEL CLP-6'LONG
100
IT352
01T352
FIXED PANEL RETAINER '
TOT
1119
T1)39
HANDLE KIT-ImEWOR MLSED WIIHlHUMB NRR USED WRH RtS
100
1]IO
]1]/O
MNf%EKR-MISED EXIERIORHANDLE, USED WITH pT5
1@
11gI
TBI6TSN
HANLIEXR-PECESSEDIM. YAM THUMB TURN, USED WI1HtlT5
I10
1132
]B1T0
MN0.EKrt•RECESSED E%IERDRPM.L USEDWIM as
111
]ipXidPPSpA%N10
X&d•PR PN.'IEK-3.3.
Itt
1235
8)618
WS1P, .T]0 %.1]0-FIN SEAL
n3
nu
Bdp6e
.10r x.2Jp'FINSEAL
116
]10X115PP%
IDX1-1?
I15
HOWPT
A10%I'
11B
TZO%1%
i1L10 X1'b6.
11T
)20XI12%
%IL20 Xi-112'9.5.
110
1T3b
811J3B
900EGREE CORNER RECEIVER
110
1TJ9T
B1T99T
Bp DEGREE OUTSIDE LORNERABIMGAL
120
tl3b
B11TJ38
00 DEGREE INSIDE COPNERA97RAOAL
12]
1i]52
BtTJ32
F07:0 PANEL RETANER TA•
5.069" B.562'
0.080"
' TVTt2n• lsos•
;4=�,=
0.081' O&TRACK HEAD 10 4-TRACK SILL
(6063-TB AL) (6063-T6 AL)
6.198'
1.2 11'
0.081" T-TT
HEAD W/ SCREEN TRACK
(6063-76 AL)
(I (1 6.526° QQ
.080' I'5'
03-TRACK SILL
(6063-TEAL)
7.105°
6.221'
0.080"
1.211"
Q
5'
0.081°
3-TRACKHEAD
OB 2-TRACK
SILL W/ SCREEN TRACK
(6D63-TB AL)
(6083-T6 AL)
9.142'
54.49'
0.080'
1.271" 1.505°
0.081' O4-TRACK HEAD 02-TRACK SILL
(6063-T6 AL) (6063-TEAL)
a6w7o:::l-
0511.
Oe FRAME HEADIJAMB SCREEN
ADD -ON
(8083-T6 Al)
SEE SHEET 17 FOR SILL RISERS.
0.062°
0.632'
1.616'
FRAME! SCREEN
12 AOD-0N
(6063-T6 AL)
REQUIRES MIN. 010 EMS
OR 3/16' MASONRY
ANCHORS @ 24- MAX. O.C.
;�o 060"
0.780'
1.990°
FRAME SILL SCREEN
13 END AOD-0N
(6063-TEAL)
REQUIRES MIN. W10 SMS
OR 3/16' MASONRY
ANCHORS® 24- MAX. O.C.
(a10�wwaoo
mn. Q�AUM. aiAb
2-TRACK JAMB W/
15 SCREENTRACK
(6063-T6 AL)
5'
10 3-TRACKJAMB
(6063-TEAL)
-y 1.36°
1.872" �-
0.062-
1.019'
0.081'
SCREEN
a0 STILE
(6063-T6 AL)
5.069•
1.045"
1.993' 0.062'
O14 2-TRACK JAMB
4L REEN
TOP RAIL
(6063-T6 AL)
(6W3-T8 AL)
17 4-TRACK JAMB
(6063-T6AL)
Bc I MS 1 21 s 22 1 PGTO128
P0.875"
1.993'
i 0.062-
SCREEN
BOTTOM RAIL
(6063-T6 AL)
1R00MrREVRPD
ba eC�o4.��1�r
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