HomeMy WebLinkAboutNOACOUNTY 'b 5.-
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
w .miamidade.gov/economy
1070 Technology Drive, SCANNED
Nokomis, Fl. 34275 BY
SCOPE: St. Lucie 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 (AHD).
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 A14J (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SGD-670" Aluminum Sliding Glass Doors w/ 90e & 135' corners -NI
APPROVAL DOCUMENT: Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Nan-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., 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. 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.
LA 3ELING: 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.
TERADNATION 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 416-0629.03 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.
APP.ROVEO
NOA No. 17-0420.09
Expiration Date: April 07, 2020
Approval Date: October 12, 2017
Page 1
PGT Industries, In
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGT6128 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 06108116, 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/I3, signed &
sealed by Marlin D. Brinson, P.E (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 03118/14, 06/25/14 and last revised on
01/30/15, sheets I thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09. r (t t
1 �N4C' �/LS ✓�C
haq I. Chaoda, P.E.
Product Control Examiner
NOA No. 17-0420.09
Expiration Date: April 07, 2020
Approval Date: October 12, 2017
E-1
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 914-0123.11)
L Statement letter dated 10/08/15 of compliance to FBC 2014 (5a' 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 it 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"' 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 h 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.
1�iN49 1 • \�Ah�
rshaq L 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
GENERALNOTES
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, ASD.
3) ANCHORAGE: THE 33-113%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 WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSMAF&PA NOS 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-5254, FTL-5979, FTL5980, FTL5987, FTL-6994, F L-6002, FTL5034, FTL5035,
FTL-7554 AND ATI 72138.01-1401-18
AncKor
Omu P
Mchbr type
Fmme
Wilber
SOba[mN
Mim Etl9a
Distance
MIn. O.G
OlCanue
Wn'
anteamenlm
Most] TNeMvo
A
#121MSMS,
(Fye60 keI, F„-95 kill)
012410 BE EMS,
(F,- 90 keI, F„=110 keI)
All
Swum Pi. (so-0,65)
M18'
716'
fa/S'
e063-T5 AN Irtm
3/8'
&16'
o.m'
A3651ee1
Le'
9lfe'
0.050'
Gr. 30 Stec] stw
8/6'
9tl8•
Oow (18 oil)
1l4' ace AWN -Gales®
Fy, 57 keI, Fu-96 kill
All
Concmtemin. 242 kIL
1AQ2
T
1d8'
Jamb / PJwok
Filled Blwk TA Sell
2'
3'
T
Jamb I PAmek
HNloW Block ASTM C90
Y
8
1-114'
An
9ombem Plro(so -0.55
t'
1•
1a16'
B
012 Steel SMS(Dr. 5)
(min. v/3 MNetla bayona
metal Ut.d. )
NI
mPine (S '0.55)
&6
7I8'
ta18•
E083-TUAM.et.
31a-
M16'
ILDSW
AW steel
Sir
9116'
0.0M 5
--Cr. 33 Steel BIW
YB•
1 9118'
0.04V 16 oil
c
19' Etco UWCom
Fr 185 kkk F„=177 kill
All
commits (min. 2.85 MR
1'
4'
Leib'
Jamb I P4]ook
HCIIow Sea(ASTM C90)
1•
8'
1-1/4-
W' Elw MI.Co0
Fy'156 kill, Fu'1T kill
II
Conemte min. 285 a
2AW
4'
law
Jamb/P41wk
Filed Block 1M CAD
2-12•
4•
la14'
Jembl P-Mok
HolleW BIock STM C90
2-1M'
w
1-114'
D
1/4. 4106E Eloo QDWFlox0
Fr=127.4 km, F, 169.7 keI
Heea 13III
Concmle in. 3.]5 ksl
1'
P
1- e
Jamb)P-0 k
Concnb min. 9.35 keI
1'
B'
1a14•
JembI P4mok
HMlow Block S1M p0
24IY
6'
1-1/4'
All
SONMm PInb So•Q55
1'
1'
1a18'
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE DH me AHGHIIH unuurs Anwe,
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.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEE
TABLE B. SEE DETAILS ON SHEETS 4 & 5:
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-112' THICK.
ralOooCr R2VIS6D
GI865
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
�HYI°y"4M1 nil F1Mi
°Cvei
Type
Description (Listed tiont Exanflor to htedor)
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
F un.w
DEPICTED AS ZX ARE I-1/2' THICK OR GREATER. iXAND 2X BUCKS
r°42nol
l.,_.. -
Gi
311W TEMPERED GIA55
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
otA
1/4•IEMPERED GU1Bs
G2
1'LG.: 9/18'TEMPEREO GLA55♦510'AIRSPACE+L18•TEMPERED GLASS
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER OR ARCHRECT OF
e@—,n/�-P"W`ucI—Olollar
G2A
1/4,TEMPERED GIASS+I7Y AIRSPACE- 114• TEMPERED GLASS
RECORD& TO BE REVIEWED BY THE BUILDING OFFICIAL.
DESIGN PRESSURE RATING
I IMPACTRATING
SEE TABLES I, 2&3ON
SHEETS 0, 768
NOTRATEDFORMISSILE
IMPACT RESISTANCE
CO DEB I STANDARDS USED:
.2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
.2014 FLORIDA BUILDING CODE (FDIC), STH EDITION
-ASTM E130(F-09
.ANSDM&PA NDS2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL. ADM-2015
-AISI 5100.12
.AISC 360.10
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4.5
ANCHORAGE .....................6.14
DESIGN PRESSURES..::...
65
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15,16
PANEL/SILLTYPES.........
17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
EXTRUSIONS., ..................
21,22
fFAr. opA #;211296
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 & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO:
1111111I I I11
`x O
` A,�; . U
SUPPORT
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
-
SUBSTRATEISWOOD, JUDI FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
=�' T
*"�'
BY THE AUTHORITY HAVING JURISDICTION.
1) N
TITFia,'mff"If yOEM l'li
•q ll fl lr"
A. LYNN MILLER P.E.
PER 58705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX. UNITWIDTH LOCATIONS USING DETAIL"Jw°,"Je,"KWOR°Ke INSTALLATTON.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
NOM. PANEL WIDTH NOM. PANEL WIDTH PX%XXp, PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 PER TABLES 1-3 1 CAN BE OXXXp.
2) GO- 8135° CORNER CONFIGURATIONS CAN BE A COMBINATION
� I OF ANY 2STRAIGHT CONFIGURATIONS.
I
1 w Jc lgi I
MAX.UNR IB c MARL i�$9 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.HEIGHT t t �° HEIGHT / t ig2�
PER TABLES 1-3/ B PERTABLES I-3 / / Lu'X°=OPERABLE PANEL.S
� 'O°= INOPERABLE PANEL,
FWHEf PocMT °p°=POCKET DETAIL LETTER
i m
_ J _l.r___: 'W° = WOOD OR METAL INSTALLATION
1-PAN0 2-PANEL CONCRETE INSTALLATION
RATIONS CONFIGUt 1 CONFIGURATIONS 1 L-SHEET NUMBER
MAX. UNIT WIDTH
NOM. PANEL WIDTH 3 3 NOM.
PER TABLES 1-3 PE
9
1 e
MAX. UNIT t
HEIGHT
PER TABLES 1-3
I�
r
I
J I i
tc
o&o MAN
HE
L5 F
TAB[
vocNEr i KKK �
3-PANEL CONFIGURATIONS
MAX UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
ANELWIDTH,TA"
1-3
/4TlL�0Tv�_LES
U NIT
mIL11il
m
ES I
, WIDTH = NOM. PANEL WIDTH - 7"
I HEIGHT = DOOR UNIT HEIGHT-10.125"
IEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
•] 011• tT /7a�aui3aiaTYf3a
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
r.--..I t I MO011[f REY16fA
It
MAX. UNIT SIM Nol o dads
UNIT
/ 5R HEIGHT / [//i NOTEMHEIGHT S aw PER 2,tws PER TA BLES 1-3 �'E TABLES I3 / SHEET. t S tpY LYryty
-�`r-- 3
5-PANEL CONFIGURATIONS 3 CORNER, TYP. ,` Nn. Ss1D5 'F'P
(OUTSIDE CORNER SHOWN, ` * :
INSIDE CORNER SIMILAR) ;1.>_'; F7. -
Sn ..
(ei0�eo-fsro
reRr. ovaum.nazee
FRIES 670 ALUM. SGD - NON -IMPACT
acoero 116 2 > 22 PG70128
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
MAX UNIT 1
HEIGHT,
96' OR 120'
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. TESTED UNIT WIDTH =
355-7/16- @ 96- HEIGHT
300-1/4' Q 120' HEIGHT
m m m no
m m m
W imP_l iml'l fmL'.7 im[-7-7
CONFIGURAT12M
MAX. UNIT WIDTH
MAX. UNIT
HEIGHT
PER TABLES 1.3L/71 L///]
J�
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1+T
I
MAX UNIT
HEIGHT
PER TABLES 1.3
¢i¢�r
Q7R�
r1!�LA�'64T114 �(•7a
Q1im1'7
nnn
im4'7
�
Q
n
m
8-PANEL CONFIGURATIONS
N V n. 75
(W/)IB1160
CFF7.OFAUPLOB�9
u
E
e
I
wcrrtT ! 6
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'JW,'Jc', -KW' OR-Kc- INSTALLATION.
EXAMPLE: 4-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
DETAIL LETTER
/�W = WOOD OR METAL INSTALLATION
® 'c =CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7'
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
Scram I NTS 1 3 • 22 1 PGTO128
* ; Nc.56705
GLAZING DETAILS (G1 & G1A)
3/16'T GLASS
4
EXTERIOR
a
3/4' NOM.
GLASS
BITE
18
EXTERIOR '
64
3/16" TEMPERED GLASS, TYPE G1
1/4' T GLASS
74
wIODUOTREVIH®
ez
.*w.pN.¢wwu. Pl"M114
'
EXTERIOR
A.A
A.�w:.w,1Zoy,2cc5
a
EapYSYe Als_ u I-i I �_�
3
GLASS
.
PW raf IC""Yot
BITE
78
54
\\\1111111111j
1/4" TEMPERED GLASS, TYPE G1A T
41, "
.`\'��"�'�\GEN
No. 68705 -
"D i
x gd c
GLAZING NOTES
Toro TECHIplOGVORNE
R�p1�75
GLAZING DETAILS
lC':`SORIO?,
�'y\S�
T=TEMPERED
'
cERr. ovnllTRd"18d'd
SERIES 670 ALUM. SGD-NON-IMPACT
JR 84 W7 C NOO NOES IRIS SHEET.
wmm�emn
e.m see w.wvru
0.LYNN MILIER P.E.
_
JR 0arzmld ��
®
adx�v"'7 �m
SODBlS N75 4 a 22 PGT0128
C RES58785.
GLAZING DETAILS (G2 & 132A)
SILICONE
HOT -MELT BUM
STRUCTURAL
1' NOM.
SILICONE
STRUCTURAL FOAM
3H8'NOM.
POLYISOBUMENE 1M'NOM.
WITH
3/18' T GLASS
WITH DESICCANT DESICCANT
5/8° AIR SPACE
EXT. GLASS E%T. GLASS
3/IW T GLASS
74
E%TERIDR a
INT. GLASS
INT. GLASS
83
3/4'NOM.
ru KODISPACE 1v SUPER
1u 127
4SG TPS SPACER
NXT"I
GLASS
BITE
78
55
ALUMINUM
REINFORCEMENT POLYISfINT.
NT FILL AREA
1" I.G. GLASS, TYPE G2
BUI
5118• Nam.
S I, NOM. SE
BUTYL&
LICONESEAL
DESICCANT ROLL-FORME
FOAM STAINLESS STEE
EXT. GLASS
V NOM.
EXT. GLASS
1/4' T GLASS
IM. GLASS
LASS
1/2' AIR SPACE
Imaou[rREvISM
lX-TGLAss
DURASEAL® XL EDGE""
;=rlunrneb
74
,sa In
SPACER SPACER
17'M'^•o`i
EXTERIOR
e.p,.I�ale ye,
83
AH+Y'311IN
124-127 3/4' NOM.
Part6 Description
Material
GLASS
BITE
78
N1n
55
REFERENCE TEST REPORTS: FTL-8]1], 8988&80]0
`e ONE NN i7
NIV
1" I.G. GLASS, TYPE G2A
�.: No. 58705
6
".dT
1�YFA0.wa7
GLAZING NOTES:
GLAZING DETAILS
FIP
�. tCs'•ORIOP..G��`
'T=TEMPERED
(&1)490.18X1�S70NAL
L
SERIES S70 ALUM. SGD - NON -IMPACT
'rn l l n l"
m ow5H7 G NO CHANGES THIS SHEET.
mnxnvnyn se.Y.r �' AraA.
A. LYNN MILLER, P.E.
®
ror7or�arc 80 NTS 5 a 22
PG70128 C
P.E458705
JR OTlYY14
124
Kanmetling 4SG TIPS SDacer System
125
Guanax Super Spacer nXTwith Hot Melt Butyl
Sea This
Sheet far
128
Ouanex Ourdseal
Materials
127
Cardinal %L Edge Spaeer
^y Design Pressure (DP) and Anchor Quantities Required, (tor all approved configurations on Sheets 2 & 3)
For camerealrepel on aaaco on 90° or 13S cdrertmis, see she# I
Tode applbs to ell Glass types red
Unit
HebM
fur
fu'
lie BMarA#reAM here shown bebw.
Posm(•)�maywilrow Dy
Table 10.
I
nc DLO
/0
D8
IB'D
e r meD
e r maP
b OmuD
M0Da6muD
A B D D
A B C D
A B C D
A B C O
'nPmsure
+90.0/-f2r1
•B00/-f20
+80.0/-1f0.a
+N o/-f02B
Hestl1531
G•1 G+I G•t G•1
G•1 G+I G+1 GN
G+1 G•1 G+1 G+1
G•1 G+1 G•1 G•1
DLO
June
10
e B
8
10 B B 8
10
B
B 8
10 B 8
8
P-oo,
B+T
a+] B+T
0•T
7-8 1+0 7+8 7-8
r+e
T+0
T•0 T•8
J•B T•8 r+B
T•8
Cann P�sve
•e00140A3
•920/-f00.2
•W0/B22
•85.3133
2S
tV11
GN GN GH
GN
Cx+1 G+1 Cx•1 G+1
G+1
GH
G+1 G•1
CIH GN COI
G+1
DLO
Janb
10
0
8
B
10 8 8 B
to
8
8 8
10
B B
8
Phmk
6+7
6+7
8•
B•r
1+0 AB 7+8 ]•e
i+8
AB
AB i•0
1+8
7-8 1+8
7+8
n pPosov
pin
•P1U/.20
•6..3/$r3
•M0/4ro
+71B/-mu
ZY
G+1 ' G+1 GN
G•t U•1 G+I G+1
U•1 GM
GH GN
GH
G+I DI+t GN
�,
OLO
,bop
10
B B B
10
B
B
8
m
8
e
8
10
8
B
B
P-0hook
8+7
8•J B+1 BN
T•8
H8
T•8
J+B
+8
]+8
AB
+B
h8
0ea nPraaswe
•a4]/d1]
.M
-Te4
•r1.8/-)1.B
-71
+&ia/&BB
-68
u-s
HevOSAI
G+2 G+2
G+2
G+2
C4+2
U+2
G+2
U+2
G•2
DN1
U+1
G+1
1-1
Da
a
DLO
BUD
Jan,
10
to
e e
e
in
e
a
a
t0
6
8
9
a
9
8
a a
P-0mk
BN
8+7 BN
BH
-
NB
7+8
]M
7+0
T+B
T+B
A
i+0
+
1+8
Tre T+e
a
z
Modell ll
U+2 G+2
G•2
G+2
G+2
G
+2+2 G
G+2
Can
G+2
G+2 G•2
GN2
G+2
CN2
G•2
1.
D0
Ja
.lama
f0 8
e
0
10
8
8
0
10
B
B e
10
B
0
8
p-0mk
0.7 8+T
eN
T•B
he
T+B
]•e
T+e
]+B
T+e T•B
T+B
H.
r+e
T+8
Pressure
-n
•rtd/-r2.6
•W.4/8r4
MY.0/dl
+dx.r/d1.7
4i
"n
NmNSAI
G+2
G•2 G+2
G•2
G+2
G•2
G+2
G+2
G•2
G✓[
G•2
G•2
U+2
G✓1
G✓!
G•2
ULo
Jaeb
to
0 8
8
10
8
B
9
10
8
B
8
f0
0
B
B
Peak
B+7
i B+ 8.7
B+J
n
7+8
T•8
T+B
1,817,81
7+8
1+0
T•0
i•B
T•8
T+8
Oas nPresswo1
•63.1/de.f
+810/-0i
+5rfi/dre
w50.8/oO.B
ST
HoeNSD
t/+B
U•3 G+2
G+2
U+2
G+2
G+2 "2
Cx•2
G+2
fM2
G+2
G+2
G✓2
G•2
G+2
fQ
0.D
JmnD
10
8 8
a
10
B
8
8 8
10
0
8
8
t0
8
8
8
P
6+T
8•T 8+i
8+
]+B
]+8
]•6 1+8
]+8
7•8
T•a
]+B
T•B
T+B
T+e
7•8
FOR EXAMPLE ON USING TABLE, Stt Stott I I.
DLO WIDTH = NOM. PANEL WIDTH -7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10. 125'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
SIR Height to Max, (+) DP
(Water InBttfel on Rating)
Sill Riser Height
(+)Design
(Flat or Box, see
Pressure, Pat
Sheol l7)
Flush-1-1/7
see note
Low-2-10
+46.67
Medium-3-1/4'
+60.0
High-4'
+al
OH LENGTH
OH RATIO =OH LENGTH 11it OH HEIGHT i OH RATIO 21
SEE NOTES 1-3 SEE NOTE 3
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OFTHE 4- SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE
3-1/4' 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 IA.
3) 4-, 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1-1/2° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESIT ANCE 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 WTTH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
I Mt eu"Uw..
Straight Astragal
Lockstile@
90'Astragal
Lockulle@
135-Astraga1
LocksUle@
Intedmis
P-hook
Lockstile@Jamb
Assembly
Straight Astragal
Assembly
90°Astngal
Assembly
135'Astrag3l
Standard Stiles
Slandard5tile
Standard Stile
SI ndard Stile
Standard Stile
Heavy-duty SiBe
Heavyduty5tile
Heavydutistile
HeavydutySWe
Standard Astragal
outside
Outside
Inside
Comer
_`+116ciJ'I
p�1p�',�,��q ��
I-l.1`tl
Comer
Inside Com
Comer
Comer
Partg60(x2)
PartN60
Part 460
Pan#60(Stlle)
Part#67(Aatragal)
Part g60
Part#118((Corner
Part 0120(Out.)
Pan g120(1n.)
Parts#31( 
Pad 061
Receiver)
(Com.&Fxd Mount)
ce]rs OFAerH/AAY
]rtDDucrRgvcm
�rbbr�0k ur Fle.W
* No. 58705 ' r
JR 4 I ff `"" I �J® 1600d10 I NTSI 6 a22 1 PGT0128 I C I P."swss
TABLE 2'
DmIgn Pressure (MP) and Anchor euanti ltS Required, (tora0 approved configurations an eh"ts 2 & 3)
Fa [marmemos ee4agp m w- m 1 J9• amar u,b..m ~ 11
Lkar xnHel
TCLeRM1e be gin.. am an!
W
G•
w
pi-
1
11P
1
Nf SNNN+nOal rypn.M1mm
IB'pA
YIB•mo
I L
1-/B DLO
04/
twar
IMW mo
b4Pe.pmaee l+)DP mOYb
No
Arc
Arc
alp
m
o
aB
r ig
Bmtlelty Tatle2A.
a B C D
A B C 0
A B C O
/, Be C
0
0 C D
A Be C D
A L 0
A B C 0
nW Pwawa
•W.0/-1 .0
+a?0 -99.0
• A
• -
+ 0 -1N.0
w0.0 aa.0
•W.
+Bn a
11•
Dto
Hassan
, al,
GH
m
CNt GN GH
e e e
CNt
1.
G+1 CM1 GH
a e e
GH GN OHt G•1
1D e B e
CN1 CNt CMl
10 a e
CNt
a
GH G•1 Gw GH
to m 1D 1a
CM1
1D
Gf1
m
CMt
+o
GN
f0
GN
l0
LO.1 GH
1n 1n
GN
m
1
1n
GM CI+1
19 10
G+1
I0
P!
7"
xw x.6 74
7.8
7.6 7+a nB
70. n0 x•11 T•4
xw r•e x.e
ne
e.a e.e e.9 4+9
bo
e.a
B•B
ew
biro
w10 Baa
a.10
9+1D
9+10B•m
w+0
rk Papas as
w0.o/-u1.e
wo.0/.fA.e
.B4o/a23.0
.01o/aue
+MD/-10.10
.aaa/ae.9
woo/SSr
.e).e/aLe
xJ•
NUV001
Ce+x CS•x Lbt CBH
Gw Ce+f GN CB•1
Cbl 15.1 LNI lEft
CB+1 (L•1 CB+1
C6.1
G•1 G+1 C'ht CBN
G•t
fd+t Wt Gft
Ce+t C5+1 Gw Gff
FNI L6+1 CB.1 G+1
,�,
0.0
JmE
+z +0 6 a
u f0 6 e
12 +D 9 B
u
+0
e
e
+x 1a 10
+0
+x
m f0 1D
1]
10 m 10
+x
t0
m
1D
Pave
e.6 ew ew ew
a+B bB bB e•a
e.a 9•B bB MO
ew
B•0
B+a
ere
bra e.a ew
9.0
e.9
9.a b0 e.0
bta
b+D b1D a.10
a.1D
a•10
b+o
w+o
Dmpn Pug.
+We 4=9
+ 11'..
.WD/nal7
.B0.o/{49
.010/i1w
.&Sa/axJ
•auald o
+mJ/-BxJ
xY
IbYea
Ce+x Ca+2 CMx Ca+2
C x Gw Cb2
CM2 CB•2 Cf•x tl+x
G+] G•3
6+1
G+1
G+1 LM1 C5+1 G+1
Call CS+1 C 1 GN1
Ce.l CB+1 C9.1 G+1
CH1 C5+1
Ce•1 Ce•1
m
Lm0
12 10 6
Il
12
to a 6
11
+0
e
e
12 to
0
e
12
10 10 m
12
10 10
m
u +o l0 10
13 +o
f0
fro
PIarA
Dueseuni.
be bB bra
.9oanru.e
Me
ew
Me MB Ma
.W.o/eG9
a•9
e•6
•9ao'i
aro
4
anti
ew ew
.eLe/d/.e
ale
ale
bra
e•9 file Me
.era/d1.9
e+9
b0 049
•7&2/a5l
M0
M10 a•10 B•10 bf0
BNO w..
.anJ/dreg
al0
alto
a!
sr
mo
IYSNsiI
Ymb
CHx
12
es.x CM]
+0 e
G.a
6
CMz CH: es.x Cbi
12 10 e e
Cbz
1]
C6.x
1D
Lbx
e
G.2
e
G' a
u
CJ•:
f0
Ce•x
6
LHx
e
CM] 6+z p 2 CMx
12 +o to 10
Cb2 Ca.] IE+]
12 t0 10
G•2
m
CM2
fz
G•a CM1 L4.1
1a ID no
LMI CMI
12 f0
CM1 CMI
l0 la
p
MB
a+a M9
MO
b9 bra M9 MB
0.0
e+p
b9
a+0
8w
b0
ale
ew
Bt9 0.0 MB ulu
b0 bra 0+9
4+0
al1D
M10 Mi0 BN0
M10 M10
W10 M10
LylylPnnue
•ao.o/..a9
.0ao/-0no
.evva7a
•eao/mo
uxe/axe
•ass'..
.M.O/aAo
.aao/aao
sE
�,
a•
so
IIUNBB
Ja
CM] G.x
1] fa
c6+a
e
cbz
a
G.] cM] Gw
u +o a
cMa
e
cM] CHz
12 10
G.z
e
a.x
e
Ce+x G.]
1x fro
GH]
a
Cnx
a
CMa
rs
a.z CMx f3.x
m t0 1D
fbw
1z
C +2
10
CM2
10
CJ+x
...1.
G.x
1x
LMx CB+a CM2
10 m m
CMa
12
G•2
W
Ca•2
10
CM2
to
Plink
MB bra
b9
bB
4+0 B+0 b9
Bw
b0 8+9
M9
04
Ow 0+0
B+a
MB
MB
B+B B+B MO
b0
MB
a+9
MB
M+0
0.10 M10 a+1D
9+10
.10 ..
BHO
b,
1T
0.D
maim Pans.
w3o/d10
I•nx/-Tr.x
wO.B/<Afi
wfB/a19
LblaYal4bb In UmJe tl3e
Wud010
Gw CN9 CMI
Gw
G•1 G+a CMx fM2
CM] G+2
Gf2 G+2
CMx G+z
G+2
G+a
JUM
10
B B
B
la
B 8
9
10
B
B
a
10
B
B
PIW
T.
I I.. xw
1 n.
17.e
x•e lye
ae
7.e
xw
7.9
1 7w
7.e
.6
x*B
Tw
nT
m0
Due PnaaWo
•]0.1/-BO.x
NSJ/91J
+440/a4o
•W.0/-fO.a
ilnxi,
Gw
CM] Gw
Gw
Gw
Gq uw
GN
CMI
Gw
CMx CM2
U•]
G+2
G+2
G+2
JUM
to
B 9
a
10
e e
e
ID
e
e
e
10
6
fi
e
.B
1 7•e 1 Ise
1 740
1 7+B
1 7+e 1 7+8
1 7•8
I Ile
I lw
1 I+a
1 110
flu
I he
He
I BIB
`EXAMPLE ON SHEET 9
Interlock
P-hoot
L.cl at le @ Jamb
Straight Astragal
Assembly
t#ckstile @
Straight Astragal
90' ANagal
Assembly
Lockstile @
90-Astmgal
13S' Astagal
Assembly
Loclatile @
1a9'/mmegal
Heavy-duty Stiles
Heavy-duti Stle
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
HeaW-duty Stile
Heavy-0utyitile
HeaW-duty Stile
Standard Astragal
Ou6lde Corner„
•{`
Insitle C� amer'11
Outside
Corner
Corne
Corner
'� 'ml e
Coroe
Outside
Corner
Pad 061(s2)
Part#61
part#61
pan 961(Stile)
Part 067 lAstragal)
part#61
Part#61 (Stile)
Part#Slg(CDmer
lecelver)
part #119 (Out.)
part#IIO(In.)
Pad#61(Stllef
Pa rts pas 
(Coin. &Fad Mount)
Part#61
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 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 3-1/4' SILL, POSITIVE WATER OF IS 60.0 PSF MAX.
WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 20.
3) 4', 3-1W AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-10 SILL IS NOT AND MUST ONLY BE USED
OH LENGTH
WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS L3
m
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR =
OH RATIO ZI
8
WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
WHEN REQUIRED. OH LENGTH
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS OH RATIO =
CHHEIGHT
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
SEE NOTES
mrr. DFAlrm.raae
TABLE 2A:
Sill Height to Max. (t) DP
(Water Infiltration Retail
Sill Rser Height
I.)Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush -1-1/2'
see rote 3
Medium-3-1/4'
. 610
High -4'
-W.0
rNliailsll�-iCt:
DLO WIDTH =
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT -10.126"
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866'
/It0 oUCf REV®
arpryBp••Mts,raetlh
huWa#CeM o
Aaeq.ea Ne,�-QVZ5w +)
E.Fs•eh0 Wu_j. ,�1wZD
M9.s' P Ceel�t
* ; No. 687DS
JR 04aST> C REyrSEDTAm z ILJ\ \ 1 L1J rmyyt rs nraN w•+ A.LYr .1..RRE.
s m. os mein ZjC sy67p AflS 7 _ 22 PGTD728 C - P.El sews
R eT/MI4
^V Deslgn Pressure (DP) and AnchOf Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astm9al anchomgs on 9m or 135 comer units, see eleet 11
race space b d Glass type old
the SblelAatmgsl lyan, ahovm
WE. PoslNe (+) DP may b
limited byTable 3A.
Door Unit
Height
7/B' DLO
r
I/B' D
7& !9' DUD
Bfi-LB`
Anchor TypeA
Anchor Type
Anchor Type
Anchor Type
I B I 0 I D
A B 1 C 1 D
A B C D
A B C I D
n R991tle
1
♦
#
17'
FLe6/9111
G+1
G+1 G+1
G+1
G+1
G11 G+1 GN
G#1
G+1 G+1
G+1
G+1
G41
NO
G+1
241,
DLO
Jamb
10
8 B
B
10
0 8 8
10
a B
0
10
8
e
B
FH°Ok
7+0
Fall 7+8
]+8
7+B
7+0 7+6 7+e
NB
7+e 7+B
7+B
7+8
7+8
7+8
7+8
Design Presses
♦0101-10.5
#900/-160.9
+90.0/-1382
+001-72e
Fascist
C8+2 C8+2 C5+2
C5+2
C6+2 C8+2 C5+2 C5+2
C8+2 C8+2 C5+I
C5+1
CBN CBat
CB#1 C5♦1
DLO
Jamb
14
12 a
B
14
12 0
8
14
12
B
8
11
12
8 e
P-hook
8+10
9+10 B+tO
9H0
9+10
9+10 8+10
9+10
8110
9+10
9N0
B+10
Ba10
BHO
8+10 e+10
e""Pa
+910//59.4
+90.0/43a9
+90.0/-120
+900/-110.B
C6+2G#2 G+2 G+1
G+2 0a+2 G+2 G+2
G+2 0-2 C5+2 G+2
C8+2 G+2
G+2 G+2
3T29'
DLO
.hmb
14
12 8 8
16 12 a a
14
12 e 8
14
12
a
8
OEM
9♦10
9+10 9+10 9110
9+10 9#10 9110 e+10
9+10
9+10 9+10 9+10
9+10
9#10
9+10
9+10
Cost, Possum
+90.0/-125.6
-Pau,-777.6
+9a0/-f079
+B0.0/-99.7
35'
7badIS111
G+2 C8+2 G♦2 G♦2
G♦2 C6+2 C5+2 CS♦2
Da*2 C6+2 C5+2 G*2
C8+2 G+2 C5+2 C5+2
a.DLO
6S
bmb
U
12 a e
id
i 12
ia
8
16
12
B
0
14 12 a
a
P4°ok
8+10
BHO Br10 BHD
8+10
9+10
9+10
8e10
8+10
9H0
9+t0
B+10
9+1a 9+10 9+10
0+10
€
Design Pressure
+90.0/-115.7
+90.0/-f08
+80.0/4&1
+pp.0/90
i
41'
HeeWS111
G13
00+3
C5+3
C5+3
G+3
C8+3
05+2
Gat
G+2
G#2 C5+2
C5+2
C8+2
Cl
05+2
C5+2
4B•
DLO
Jamb
16
12
B
0
14
12
B
e
14
12 e
0
16
12
8
a
P41ook
9+10
9+10
9+10
6.10
9+10
9H0
9+10
9+10
9N0
9H0 9+10
B110
9+10
9+10
9+10
9+10
Design Fes..
+37/A3
-r'.
-77.2
+6B.B/-68.8
+628/4i26
47'
HeatlI5111
C1+3 C1+3 G+2 CN2
C4+2 G#2
G+2 G+2
G#2 C4+2 G+2 G♦2
C4#2 G+2 G#2 G+2
�•
OLO
Jamb
10
a
a
a
10
8
9
8
1D
8 8
B
10
B a
8
P4nok
7+a
N0
7+a
7+8
7+B
7+8
718
7+0
7+B
1+8 T+8
1+8
Maroc Pressure
+TJ.3/da9
+6B/�B
#SBh6a
53'
Head/3111
ti4+3 04+3 C,1+3 G+3
G+3 G+3
G+3 G+3
C4♦2 C,1+2 G+2 C6+2
G+2 G+2 G#2 G#2
w
DLO
,lam
10
8 a 8
10
8
e
B
10
e
a
e
1
1D
e
8
8
PHvwk
7+B
7+8 1-8 7+8
7+8
7+B
7+0
7+8
7+8
NB
7♦a
7+8
]+8
NB
]#e
FUR t !` tUn USlnb IAULga[c JnCCI r.
DLO WIDTH = NONE. PANEL WIDTH -7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.126'
PANEL HEIGHT = DOOR UNIT HEIGHT- 1.666'
SIII Helghtto Max. (+) DP
(Water indication Rating)
SIII Riser Height
I-) Design
(Flat or Box, see
Pressure, par
Sheet 17)
7lush-1-1/2'
note
-1/2'
Low-2M%O'
Mean 11/
High-4
J'LL NU I tb 1-3
OR LENGTH
OR RATIO 2 1
ON RATIO = OR LENGTH
OR 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 46.07 PSF MAX. WHEN
USING THE 3-1/4" 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 2-172" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1-112' 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 FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
I ne rVUVvvinu ol,lcnno,nnvni,.rc.+o,
Interlock
P-hook
Lockstlle@lamb
Straight Astragal
Assembly
Lockstile@
Straight Astragal
90°Astragal
Assembly
Lockstle@
90'Astragal
135'Astragal
Assembly
LOcIGtle@
135'Astmgal
Heevyduty Stiles
ITM
Heavyduty5tlle
4v
Heavy-duty Stile
6v
Heald -duty Stile
HearydutyAstragal
Heavy-duty Stile
Heavydutv5tile
Outside Corner.'
1.T`al_r�/Jl.
HeavyAuty5tlle
Outside
Corner
Inside
Comer
Heavy-duty5dle
Inside
Corns
Heald -duty Stile
Inside
Corner
Corners
Part661 (x2)
P9R g61
Part#fit
Part061(Stile)
part#fib (Astragag
_a�
Part 962
Part#61(S61e)
Part#118(COrOer
Receiver)
part N119 (OuL)
part 6120 (In.)
Pan#61(Stlle)
PaMU31&032
(Com. & Fxd Mount)
Part#61
Cel MAIM 029E6
t ouCra am
u xpnphlaa Nro BKPMH
AnrC b
AnvPuan na 17-0`I7e.61
x9Pl,mna Dal-
* i No.58705 '
9Doaro AIM$ 8 a 22 PQT0125 C PIEPSU05
NO FRAME '8+9' P-HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER
SEE JRE
AMB (8) P-HOOK ANCHORS, SEE'CS" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR SEE'CS' CLUSTER DETAILS, FOR ASTRAGAL
NOTE, ERIOR PLANE) SEE TABLE 2, SHEET 7 REQUIRES °CB' SHEET 10 FOR INTERLOCK P4. MAX. O.C.
KETS INTERLOCK CLUSTER, SEE „
THIS AND
y DETAILS, SHEET 11
SHEETEE POCKET (8)P-HOOK-____ x x PANEL WIDTH x x B"MAX.
AMB MOUNTING j &•MAX x �x xxxx xxx'—(
NSTALLATION, ADAPTER " " x x I
HIS SHEET ANCHORS MIDWAY .0 3-MAX.
SHEET14 BETWEENP-HOOK x 4 PAIRS OF
ANCHORS &AT 3° 1 I o' x=FRAMEANCHORS
FROM TOP& i 14• ® pANCHORS 96" (TOTALS
BOTTOM o Y MA%�. o c. 11414.MAx O c oUNIT 21O MAX ANCHORS)
4.051° . TO OPENING i'a$ n®=P-HOOK HEIGHT PER JAMB
EDGE OF POCKET SEE I$g ®� i O ANCHORS (SEEJAMB
INSTALLATION ° I o' x DETAIL
DETAILS'JC'&'Kd, i�gHg ®' mo=p-HOOK BELOW)
END PANEL SHEET I4&PART ImZ I®I ioi p MOUNTING
ANCHORAGE DETAILS 'J'8'K', 1 i �o, 3•MAX. ADAPTER x
24' D.C.(2 ANCHORS) SHEET 19 FOR y� 0Fl-1y ANCHORS
.C. P-HOOK
L 6— x xx✓"z2" ANCHORS END PANEL
ANCHORAGE NEL
ENDA&MAX. ANCHORAGE
(SEE
ANCHOAGEx x x ° _• SKETCH BELOW)
(SEE SKETCH BELOW)„t2• �•�2• �y2• ANCHORAGE
CENTERLINE 9•MAX., TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24' MAX EXAMPLE: 5-PANEL 2 TRACK 90° OUTSIDE CORNER- pXXfXXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C. 42' X 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2. SHEET 7) 6' SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES' NONSTRUCTURAL
1 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINEOF QUANTITIES SPECIFIED IN TABLES 1.9. SHEETS 68:
42"
NON.
•
I INTERLOCK HEAD & SILL: 8- MAX FROM FRAME CORNERS. USE
PANEL
SEE'C5'CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
WIDTH
DETAILS, SIIEFT10 SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT
FORINTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
"+2"ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24'
O C MAXIMUM
ANCHORS MAYBE ADDED
AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
21•
ti/ OCCURS AT THE P-HOOK.
MAX.
O.C.
1R nVuREv6PD
u'MrgybyHHi•e Rwi4e
6eWln•CW
5.64' gar •Y Wh%7., ���05
. 6 MAX. B•GP CmYW
CENTERLINE JAMBS & P-HOOKS: 6' MAX. FROM BOTTOM, 21' MAX. ANCHOR PAIR O.C. (JAMBS), 14- MAX. ANCHOR 2 TRACK
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 641. SEE ..FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
•
-
'I
REQUIRES
"C6' CLUSTER, SEE
DETAILS,SHEETII
+2 ANCHORAGE
CENTERLINE
OF
INTERLOCK
SEE -CS -CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
CENTERLINE
I.--p
ASTRAGAL
END PANEL
ANCHORAGE—
(2 ANCHORS)
4.051'
3.5'
•
^•
•
•
•
EXTERIOR ID�Or.PANEL
CENTERLIN
3E
'+2"ANCHORAGE
CENTERLIME
�"—'OFPANEL 4
+2•ANCHORAGE
CENT
�"—'OF PA
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
Iwl)u lw
MT OFAUMA/
5o 0 I NTS 1 9 + 22
8'
MAX.
MINE
EL 5 9
EXAMPLE PLANS
NON -IMPACT
WPM
PGT0128 C
Ez
ft+ Sam
SfA (O1I 1'i��
"ZORlos'
DNALIEaGx.
VNNMILLERP.E
ASTRAGAL OR I.�SPLICE LOCATION
INTERLOCK-ry IF NEEDED
CENTERLINE I
3.5'
1.75"
G.
2.04
EXIEFIRIOR 3'S• r
v 2-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4')
ASTRAGAL OR SPLICE LOCATION
INTERLOCK+11 NEEDED
CENTERLINE I
3.5'
0
4.06
EnIE-IwOR 7.
v 3-TRACK FRAME HEAD/SILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4")
ASTRAGAL OR II SPLICE LOCATION
INTERLOCK-`i IF NEEDED
CENTERLINE I
E%TERIOF.
V
4-TRACK FRAME HEAD/SILL
0ASTRAGAL OR INTERLOCK
INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
cx wsmmsN ..
ASTRAGALOR I (FOR SPUCE ASTRAGAL OR SPLICE LOCATION
INTERLOCK i CONDITION, USE INTERLOCK�`IF NEEDED
CENTERLINE 'C6' CLUSTER DETAIL) CENTERLINE I
1.75'
7"' 7- 3.5•
W
a4' 4
4'DIAG. 7'EXTERIOR E RIOR
2--TRACK FRAME HEAOBILL v 2-TRACK FRAME HEAD/SILL
,I, ASTRAGAL OR INTERLOCK CRT ASTRAGAL OR INTERLOCK
(USE WHERE S CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, •C6'
ASTRAGAL OR
EXTENOR
V
CENTERLINE
(FOR SPLICE
CONDITION, USE
'C6' CLUSTER DETAIL)
3.5'
1.06'
_ 4'DIAS. E Rlo
3-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'CS-)
ASTRAGALINTERLOCORK_� (FOR SPLICE
CONDITION, USE
CENTERLINE I'C8' CLUSTER DETAIL)
4'
E%TJJE''''R��IOR
V
4-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C5')
crnT. oFwmimm
ASTRAGAL OR SPLICE LOCATION
INTERLOCKIF NEEDED
CENTERLINE 3.6"
7"
4' DIAG.
2.04'
-----I 3.5- 1- ---
3-TRACK FRAME HEAD/SILL
M ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "CB')
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
ncu.ce, iuc USE THIS DETAIL)
4'
MJE'RLIOR
V
6-
2.04' - -
F 6'1
21'
MAX.
21' —
5.84' MAX.
O.C.
6` MAX
5.6
�2-TRACK
FRAME JAMB 6•MAX.
ANCHORPAIR
d 1R4CK
WDIAG. FRAME JAMB
2.04'
EXTERIOR ANCHOR PAIR
ANCHORS MAY BE INSTALLED
21' EITHER IN THE EXT. OR INT.
MAX. TRACK(INT. SHOWN)
O.C.
5.6,
MAX.
3-TRACK FRAME JAMB
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
--.4 3.5" 1-- '
4-TRACK FRAME HEAD/SILL
a ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "06")
WITH & WITHOUT SPLICE CONDITION
ERIES 670ALUM. SGD-
scoaro MS 1 10 • 22
NOTES:
T-ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET 9.
fR000[f fEVfl✓�
b.Nm�f c�.fwxY Ne i0a1�o
A�Vlwte No I%py�..
cvt..o. me_,�•2
hbd PaY m4«
* N0.88705 1:
2.042.04° INe204' INTERIOR 2.04• NOTES:
1. ALL DIMENSIONS SHOWN
INTERIOR W�NOR
T ARE BASED ON MINIMUM
?4-DIAS. 8.94' ALLOWED.
6.12' 33.5' 2. DETAILS DEPICT ANCHOR
NTI ERIOR INS RINTERIOINTERIOR QUANTITY AND SPACING,
90 3. ' 1RIOR 1 ° AND WOULD BE IDENTICAL
EXTERIORR 4' DIAS. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
+1'ANCHOR
3.5' p. 3.5'3 8.2.04' IxTERIOR 2.04'2.04' EXTERIOR2.04' 7' 8.94'
90° CORNER 90-CORNER 135' CORNER 135° CORNER CENTERLINE
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL OFPANEL
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER •�2' ANCHOR
ANCHORS ARE REQUIRED.'GD ANCHORS ARE REQUIRED. 'CT) ANCHORS ARE REQUIRED, -OD ANCHORS ARE REQUIRED,'C8')
4.08•
INTERIOR
EXTERIOR INTERIOR 204'
4.08' •fi'ANCHOR
4' OIAG.
INTERIOR 4' INTERIO 7.41' 3.5•
135° CENTERLINE
0° T OF PANEL
EXTERIOR
.3 35• - '+3'ANCMOR
4.08° 4.08' 7'
5.37' AS. 5.37' G.
CENTERLINE 2.WOFPANE
4• 3.5• 4 OF PANEL
EXTERIOR 3'S•T _ EXTERIOR T 4' " INTERIOR �L •+2'ANCHOR DIAG.
90°CORNER135°CORNER V�10R VIEWS CENTERLIN
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HE V 2-TRACK FRAME HEAD/SILL
('C6' ANCHOR CLUSTER REQUIRED ('C6' ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4•DIAG. IR100ucrRvi m
6.12' bWly� Ey.•be ms RuMa
INTERIOR INTERIOR 2.04' A[nMuev Na (7 Qy24,G
2.04" .72' 3.5' eW.rw O.le 9
CENTERLINE 2'^
4• EXTERIOR 5,88" 1.--
IMERIOR OFPANEL SOW flmvtiOrYvl
INTEROR 90 4. 3.5" 135'y3-ANCHOR
04"
r
3.s 4.08
6.12' O. 8.1Y
T E% WM
2.04' f T3.S 4' 4'DIAG. 35 3.5' I ``` N11111111 '4
EXTERIOR EJEE_ 4' 204° CENTERLINE ,��N..... NN,��
go- CORNER 135°CORNER I OFPANEL d:...............
UCENSF •'S('�%
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL Q'
(-CT ANCHOR CLUSTER REQUIRED ('CB" ANCHOR CLUSTER REQUIRED 4-TRACK HOR LAYOUT
`*:' NO. S6705
INTERMEDIATE SIMILAR)
LAYOUT
AT ALL 4-TRACK CORNERS) ATALL 4-TRACK CORNERS) � (3-TRACK SIMILAR) S
�I0��r�
10k vEe1a7zz ANCHORAGE, EXAMPLECLUSTERS ' R ''••R.�oRIDI.,..' ��.'
IwOuaTem L ENG•
RMbi mn.OFAVTHezcae SERIES 670ALUM. SGD-NON-IMPACT
JR 040Y1) C NOONANOE5INIS SNEET. �nn�r yw.v ei.e nspro w
w.JR u. w
® souF7a NTS 11 e72 PGTD728 C A. LvraP.E.
JR OYdYf1
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT. SEE TABLE A, SHEET I MIN. OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE:
EDGE DISTANCE: THE
METAL SUBSTRATE
SHEET 1
SEE TABLE A, SHEET 7
SEE TABLEA, SHEET I
6"'
2-1/i6"'
2-i/16"•
NOTES:
EXTERIOR
I/4•
VA'
1. ALL DIMENSIONS
aMAX.
MAX ( IFMAX.
EXTERIOR SHIM E�ppR SHIM
SHOWN ARE BASED
ON MIN. ALLOWED.
OSEEA
SHIM
EMBEDMENT: T
2. METAL OR WOOD
SUBSTRATES MAY BE
SEE TABLE A, JJ
USED FOR ALL FRAME
SHEETI
TYP.,
2X WOOD WOOD ANCHOR TYP.,
NCHOR TYP.,
METAL TVP., SEE7111
TYPES PER TABLE A,
SHEETI.
2X W0ODOR
TYP.,SEEANCHOR R NOTES'
TYP., SEE ANCHOR SEE ANCHOR NOTES
TABLE A B ANCHORNCHOR NOTES
NOTE 3,SHEETI &TABLE A. SHEET
NOTE 3, SHEET &TABLE A, SHEET
NOTE 4, SHEET &TABLE A, SHEET
•
2-TRACK FRAME HEAD
®
® 3-TRACK FRAME HEAD
® 4-TRACK FRAME HEAD
DIAGONAL O.C. IS
MIN 4' (HEAD S SILL)
WOOD INSTALLATION
Bw WOOD INSTALLATION
Lw METAL INSTALLATION
OR 8" (JAMB) SEE
WOOD ANCHOR TYP., 2X WOOD
WOOD ANCHOR TYP, 2X WOOD
SMSANCHORTYP., METAL TYP., SEE
DETAILS, SHEETS I0&11.
SEE ANCHOR NOTES TYP., SEEANCHOR
& TABLE A, SHEET17 NOTE 3, SHEET 1
SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A, SHEET 17 NOTE 3, SHEET 1
SEE ANCHOR NOTES TABLEA&ANCHOR
SEE & TABLEA, SHEET 17 NOTE 4, SHEET 1
SEE
SEEANCHOR ANCHOR
NOTE 5, SHEET-1NOTE 5,
1 (1/4- MAX.) SHEET I
EX RIOR I
a 2-,/,6..
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
62-TRACK FRAME SILL
ow WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET
2X WOOD
TYP., SEE ANCHOR —
NOTE 3, SHEET 1 r
& TABLEA, SHEET 1
EXTERIOR
1/4' MAX. SHIM
(1/4' MAX.)
EXTEflIOR
A n 1 ANCHOR
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEETI
3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 'I
D
2-1/16"•
IM IFS
SHE
EDGE DISTANCE: 2X WOOD
SEE TABLE A. TYP SEE ANCHOR
SHEET 1 NOTE 3, SHEET 1
T�
®2-TRACK FRAME JAMB
G1v WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET 1
EXTERIOR
1/4•MAXSH
r r.OPAMM.ItBAr
EDGE DISTANCE:
SEE TABI-E A
ET
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A. SHEET 1
4-TRACK FRAME SILL
Pw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET ra00ucrRcvlsm
r..Mrlw.IawrleaY
EDGE DISTANCE:
SEETABLEA
METAL TVP., SEE SHEET
TABLE A &ANCHOR 1 e0ir'
NOTE 4, SHEET 1
2-1/16'•
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF ALtlllll 11 11
THREADS
EXTERIOR BEYOND THE �`�1��o�10ENgF
I� METAL QT'
V SUBSTRATE *:' No. 65705
1/4" MAX. SHIM Vu— O - - _ _
_ _ corarwrean u X I L1� �+^w' °"� °'°^'^ �' A. LYNN MILLER, PE.
n.. /'iT5 12 -22 P070125 C PE
.F W705
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A, SHEET I
NOTES:
EDGE DISTANCE: SEE
EDGE DISTANCE:
EDGE DISTANCE:
1. ALL DIMENSIONS
CONCRETE CONCRETE
TABLEA,SHEETI
SEE TABLE A, SHEETI CONCRETE
SEE TABLE A, SHEET
SHOWN ARE BASED
PERTABLE
2-1/16" PERTABLE
2-1116.• PER
2-1/16••
ON MIN. ALLOWED.
A, SHEETI
. -..., ,... A,SHEETI
•DIAGONAL O.C. IS
EXTERIORSM
MAX
MIN
OR 6'•(JA B) S EILL)
EMBEDMENT: 114PMA EXTERIOR 1/4' EXTERIOR
�I
tCONCRETF
DETAILS, SHEETS
X.
SEETSAHBEETI
70817.
SM
SHIMMAX.
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
PROPERLY SECUREDiX CONCRETE ANCHOR TVP.,
PROPERLY SECURED IX ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES B
WOOD BUCK TYP., SEE SEE ANCHOR NOTES B
WOODBUCKTYP., SEE SEE ANCHOR NOTESB
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1
FRAME HEAD
3-TRACK FRAME HEACRETE
K FRAME
CONK INSTALLATION
ONNC
B®c CONCRETE RETE I STALLADTION
C®c CONCCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES 8
TABLE A, SHEET 1
SEEANCHOR
NOTE 6, SHEET
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES 8
ANCHOR NOTE 3. SHEET, TABLE A. SHEET 1
S n I SEEANCHOR IULII Loll/
MERIOR
EDGE DISTANCE: c
SHEET 1
(1/4' MAX.)
EXTERIOR I
a 2-1/16'•
SEE TABLE A, SHEET i PERTABLE
EMBEDMENT: SEE TABLE A, SHEET A, SHEET
®2-TRACK FRAME SILL
Dc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP.,—
SEE ANCHOR NOTE 3,
SHEET 1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES 8 TABLE A
EXT�E 1011 SHEETI =
51/4°MAX SHIM
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES 8
ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1
SEEANCHOR
NOTE 5,
SHEETI
(„4' MAX, _..... ..x,<..,:.
1 EXTERIOR
. 1. a2-1/16'
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1
EDGE DISTANCE: wncntlt EDGE DISTANCE:
SEE TABLE A, SHEET PERTABLE SEE TABLE A, SHEET
EMBEDMENT: SEE TABLE A, SHEET 1 J A, SHEET t EMBEDMENT: SEE TABLE A, SHEET 1
®3-TRACK FRAME SILL ®4-TRACK FRAME SILL
Ec CONCRETE INSTALLATION Ec CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEETI
EMBEDMENT: SEE
TABLE A, SHEET 1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
EDGE DISTANCE:
NOTES 8 TABLE A.
SEE TABLE A,
SHEET 1
SHEET
2-1116'
CONCRETE
OR CMU
A. SHEET I
2-TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION
PROPERLY SECURED
,X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3,
SHEET 1
EXTERIOR
V 1/4- MAX. SHIM
I JR 1 0 V17 1 C I NOCHANGESMISSN .. I
N. VEN.GE, R. W75
ml)X TRn
C ..WA M./eafBe
PROPERLYSECURED
SEE TABLE A,
1X WOOD BUCK TYP.,
SHEETI
SEE ANCHOR NOTE 3,
�'T
2-1/ifi'•'
SHEET I
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES 8 TABLE A,
CONCRETE
SHEET,
\_OR CMU
PERTABLE
rxTERIOR
A, SHEET i V
SEE TABLE A,
SHEET,
2-1/16'•
CONCRETE
FOR CMU
PERTABLE
A, SHEET 1
CONCRETE
PER TABLE
A, SHEET 1
F"PVCf REV
�efmf6Mp NNe4 flnTli•
wwn��•n
114- MAX SHIM ----I 4 = *
4-TRACK FRAME JAMB
Ic CONCRETE/CMU INSTALLATION I
I SERIES 670 ALUM. SGD - NON -IMPACT I
wlD I NTS 1 13 - 22
v
A. LYNN MILLER, P.E.
INSTALLATION DETAILS
NOTES:
1. ALL DIMENSIONS
FRAME JAMB
SHOWN ARE BASED
REOUIREDATALL
- 2.693"MIN.
ON MIN. ALLOWED.
INSIDE POCKETS
EDGE
TO PREVENT
R: DISTANCE
2. FIGURES ON THIS
EMBEDMENT: SEE
WATER
SHEET FOR
WOOD FRAMING TABLE A, SHEET
P-HOOK MOUNTING ADAPTER
ILLUSTRATITI VE
WOOD ANCHOR TYP., INFILTRATION
CONCJCMU
PURPOSES ONLY. SEE
0 o
SEE ANCHOR NOTES
ANCHOR TYP., SEE
TABLE A, SHEET 1 FOR
EMBEDMENT:
&TABLE A. SHEET
26
ANCHOR NOTES&
ALLAPPROVED
SEE TABLE A,
(ALSO SEE TYP.
TABLE A, SHEET
SUBSTRATES.
SHEET 1
28 ILLUSTRATION, SHEET 9)
1-114" MIN. EDGE DISTANCE
DISTANCE: BEE
' ^).
EJ ROR
3. SEE TAKES I-3,
SHEETS 6-8 FOR
TABLE A, SHEET EMBEDMENT:
ID
SEE TABLE A,
P-HOOK MOUNTING
REQUIRED P-HOOK
26
�FMOR SHEETI
ADAPTER CONC.ICMU
AND P-HOOK
PHOOK WOOD ANCHOR TYR.
� P-HOOK
ANCHOR TYP., SEE
MOUNTING ADAPTER
ANCHOR QUANTITIES.
SEE ANCHOR NOTES
CONCRETE
ANCHOR NOTES & TABLE
ALSO SEE EXAMPLE
&TABLE A, SHEET 1
E
CMU PER TABLE
EMBEDMENT: SEE
A. SHEET 1
ON SHEET 9.
(ALSO SEE TYP.
2.GE 6MIN. A, SHEET
TABLE A, SHEET 1
(ALSO SEE T
'
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
ILLUSTRATION,N, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS 016. #20, #22 OR
#24,
Jc PARTS #18 #20, #22 OR #24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
CONCRETFJCMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA, 2A & 3A
MAY ALSO BE INSTALLED IN
(SEE TABLES IA, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP.,
P-HOOK MOUNTING
SEEANCHOR
P-HOOK MOUNTING CONCRETE OR
EMBEDMENT: SEE
ADAPTER CONCJCMU
EMBEDME
NOTE 4,SHEET I; ADAPTER SMS CMU PER TABLE
TABLE A, SHEET -
ANCHOR TYP., SEE
HEFT I
MIN. OFTABLE A, SHEET 1
ANCHOR TYP.. SEE A, SHEET I
-
ANCHOR NOTES B TABLE
BEYOND THE METAL
BEYOND THE METAL
ANCHOR NOTES
r
A, SHEET 1
SUBSTRATE
2B &TABLE A, SHEET EMBEDMENT:
(ALSO SEE TYP.
+
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
1140n60 rREn6Ep
ILLUSTRATION, SEETABLEA,�
2�
grby.iN �MP4wM.
EMBEDMENT:
EMBEDMENT:
I SHEETS) SHEETI
r
A rC.ucI-e eq
SEE
D DISTANCE: SEE
SHEET 1
TABLE A SHEET 1
. •
1-1/4"MIN. EDGE DISTANCE
!cam
�(
Atlr ,o4w Cwy
a9
a5
i
.P-HOOK SMS ANCHOR TYP.,
EX ENLR P-HOOK CONCJCMU
EXTERIOR
SEE ANCHOR NOTES
n ANCHOR TYP., SEE
& TABLE A. SHEET 1
V ANCHOR NOTES & TABLE
(ALSO SEE TYP.
2.693" MIN.
A, SHEET 1
2.693" MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX
SILL RISERS
USE WITH
SILL RISERS
` NY LYNry
Kw PARTS #19. #21, #23 OR #25,
EXTERIOR
Kc PARTS
EXTERIOR
Q ,
`��(
METAL INSTALLATION
MOUNT
CONCRETE INSTALLATION
MOUNT:'
(SEE TABLES IA, 2A&3A
(SEE TABLES IA. 2A& 3A
FOR WATER RATINGS)
ONLY
FOR WATER RATINGS)
ONLY
_ * : 56705
/1.N..
10xvE,nar ANCHORAGE DETAILS
��'��cs•:F<oR�oa:vb'
SERIES 670 ALUM. SGD-NON-IMPACT
�'��,5,/ONAL
J R ON96Y1 L NO CHANGES RIIS SHEET
7
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A LYI11ilA1LLW.P.E.
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®
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a 22 1 POT0128 C
RE458705
CONFIG. EXAMPLES
MAX. UNIT
WIDTH MAX. UNI1
MAX. NOM, PANEL WIDTH
HEADER DETAIL W, DLO TYP. PER TABLES 1-3 INTERIOR
SHEET 18; INSTALLATION WIDTH
DETAILS'Aw' 8'AC', ExTERIOR
SHEETS 12 & 13
90°
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE ,OS, 'ASS TYPE SHEET 19 &CORNER
'A' 'M ANCHORAGE SHEET 11
NOM. MAX. UNIT
MAX,. PANEL / MAX HEIGHT INTERLOCKDET19
PANEL ! WIDTH TYP. DLO PER 'M', SHEET I9
HEIGHT SEE PER HEIGHT TABLES ERTERIOR INTERIOR
NOTE TABLES 1-3 1`3
a X JAMB DETAIL'G3', SHEET
L IS: INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
90°
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS EXAMPLE:.90° INSIDE CORNER 4 PANELS -XX/XX
'Dw' &'De, SHEETS 12 & 13
#10 X 1-12'
PH SMS
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
DLO WIDTH = NOW PANEL WIDTH - 7'
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
is
MoWtrumm
K1". •o PU1N.iW N,t RUYa
SMS
■•Tit6 IUa. 1 ,—
NheWSA6he'
NOTES: �`�ON•.�Lrvry� ii
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. Y
2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. * i No. 58705
3) PLEASE SEE APPLICABLE ASTRAGAL& INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. ❑ *_
-O fz (r
IOro1ECHNOLOGYORNE °i0�` OF W�
k�H ELyro ANCHORAGE DETAILS EXAMPLE ELEVATION:I FS •.,"2ogI0I;.:'G����
A�w. rorr. oFwurN emm SERIES 670ALUM. SGD-NON-IMPACT ''�S;IOINAL E"P.E.
JR OMS^I] C NO CHANGES THIS SHEET. om,wanean ®®' a m.e mrvex° A.r A. LYlIIIMILCE��P.E.
�^ a.d� R°• ve. S. NTS 1 15 +22 PGTO128 C RE.AU70
Jq OZ2d14
CONFIG. EXAMPLES
FIXED JAMB DETAIL'G2',
SHEET 18; INSTALLATION
DETAILS'GW V13d,
SHEETS 12 & 13
=RLOCK DETAIL
SHEETI9 _o,
ASTRAGAL HEADER DETAIL'A', SHEET
DETAILS'L7'& '18; INSTALLATION DETAILS
L2, SHEET 19 'AW &'Ad, SHEETS 12 & 13
IS DETAIL'G3', SHEET 18;
DETAILS'GW &'GO, SHEETS 12 & 13
HEADER DETAIL A, SHEET 18;
_INSTALLATION DETAILS'AW &'Ad,
SHEETS 12 & 13
MAX
DLO
NIDT[
TYP.
PANEL
TYPE
K' MAX.
UNIT
HEIGHT
PER
SEE TABLES
NOTE 2, 13
HEET 15
x
x % %
MAX. UNIT W IOTH
SEE FRAME 8 SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION
NEEXAMPLE: OXXX INSTALLATION DETAILS
DETAILSHEET 1 VW & Vd, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK)
DETAILS SHEET IS 2-TRACK
JAMB DETAIL'IT, SHEET 18:
ASTRAGAL DETAILS'L7'& INTERLOCK DETAIL MI. SHEET 19 INSTALLATION DETAILS'IW&
L2, SHEET 19� ,'1 INTERLOCK DETAIL TT, SHEET 19 'Id, SHEETS 12 & 13
1 'HEADER DETAIL -1 -
DETAIL'H2', SHEET P-HOOK DETAIL'J'&'K', SHEET 'B', SHEET tB; '
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL 12, SHEET 18; INSTALLATION
'HW &'He, SHEETS 12 & 13' 'UO. WW &'Kd, SHEET 14 DETAILS'BW &'Be, DETAILS'IW &'Id, SHEETS 12 & 13
SHEETS 12 & 13
MAX UNIT WIDTH
HEE
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
'D'
'A'
MA
NOM
PANEL
PANEL
/
UN
HEIC
WIDTH TYP.
PE
MAX
PER
SEE
TABI
DLO
DUO
TABLES 13
NOTE 2,
1-0
HEIGHT
SHEET 15
a
b
a
D
jj
MA'
HE
F
TA
K.
T
FIT SILL DETAIL
3 'D', SHEET
ES 18,
INSTALL
DETAILS
VW &'De,
SHEETS 12
MAX UNIT WIDTH
-----
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
i
'R'
'L'
'M'
'F'
NOM.
.UNIT
GHT
ER
PANEL
WIDTH TYP
rc I
g�
ILES
MAX.
SEE
PER
s
3
DLO
NOTE 21.TABLES
13
2
HEIGHT
SHEET 15
B i
a
L
o
x
x
x
I,
x
x
-----JAI
EXAMPLE:OXXXp SILL DETAIL'E',SHEETI8;'
(3-TRACK RIGHT POCKET) INSTALLATION DETAILS
'EW &'Ed, SHEETS 12 & 13
(w0.eamw
cEar. o�aunttxceo
``E`
' PANEL
PANEL
TYPE
TYPE
'CS'
'OS'
NOM.
PANEL
MAX.
WIDTH TYP.
DLO
PER
EIGHT
TABLES 1-3
x
x
a
PANEL NEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
M.
'F
IF
P.
MA
NOM.
UN
PANEL
HEIC
f
WIDTHTYP.
PE
SEE
MAX
PER
TAB[
—NOTE 2,
DLO
TABLES I3
1i
SHEETIS
HEIGHT
x
x
x
L==Oj
ij
JAMB DETAIL'GY, SHEET
18; INSTALLATION DETAILS
'GW &'Gd, SHEETS 12 & 13
I6 INTERLOCKDETAIL
�'M', SHEET 19
90- OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNER ANCHORAGE
SHEET 11
INTERIOR
exrealoa NOM. PANEL
WIDTH TY,
.
PER TABLES
13
UNITWIDTH
HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS
'CW &'Ce. SHEETS 12 & 13
EXAMPLE: XXXO SILL DETAIL'F, SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'Pw' &'Fd, SHEETS 12 & 13
ssnaTo I MS 1 16 > 22
Yo000 f BEVBED
RIYI°t NJIha F1Mh
MWet Cale
A<eaPu..a Np 17uo�y 2o.p5
!Nal+uMr
*: No. 58705
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
SINGLE
INIEIRLOCK
FIXED
LOLKSN E
qS PAGA
AS RAGA
ASTNAGA
AS AGA
IMOORNER
EXTCORNER
EXTCORNER
IM CORNEBIER
E%TCORNER
SORECEWER
EM CORNER
IM CORNER
TYPES
OUT
bTIE
W/HANOIE
BO%OU!
DO%IN
W/HANOtE
W/HANDLE
W/HRNOLIE
WMANDLEE
W/HANDLER
W/HANDLER
W/RIIANDIER
W/HANDLER
'�
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io1-11,8
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131
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p8
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SINGLE
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F
PP
K
L
TR
TQ
TC
TA
TV
TW
OUT
�I.VD
SINGLE
INTERLOCK
B
E
P
A
C
C
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SQ
Sc
SA
SV
SW
IN
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FV
FW
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.ER
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W
4.
ASTRAQAL
B.x Ou
LR
PANEL NOTES:
W/ HA:
rt.Xam
A 1
1. SEE OF TABLES 1.3, SHEETS 6-8 FOR PANEL
SIZES 8 DESIGN PRESSURE.
rr
ASTruGAL
Box IN
�Y
LEFT
QIMERIGR RIGHT PANEL TYPES NOT SHOWN OR CROSSED OFF
W
2.
J
w/HANDIE
(BarA9
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�'I E%1ER10R
AND ARE
AsmACAL
T
U STILE
V STILE
(n
DD%OM
paKa/D
rsaXauO
3. 90°ASTRAGALS TO USE HEAVY-DUTY STILES
ASTRAGALS TO
F
A'�
T
PANELABLESWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTEIORNER 119) OR IVER (#118) AND EITHER
CORNS
EXTERIOR(N719)OR INfERIOR(p120)CORNER
♦'�
W
BOX IN
APPLICABLE
STILE/ASTRAGAL REQUIREMENTS.
ASTRAGALS.
J
m4Xw
IBRTro
4. 136' ASTRAGALS TO USE HEAVY-DUTY STILES
M%RNER
w LocKs"RE
RT
CI
(B61) AND CORNER ADDON (031).
J
W
W/WWDIE iH2o
MCORNER
SILL RISERS
OPTIONS 232
Z
d
BD LocxsnlE
W/NPNDLE y11B
FM CORNER+
IM RELENER
QT
CT
QS
CS
—�'1F�' �32' EXTERIOR .
I� I EXTERIOR
fOTERIOR EXTERIOR .062' a
4.OBS PlOOUCFYEYI®
a 002• a —*+•°vMh°•"�+L
W/HANDLE
#,B
a
3.300•
2.BEB Tw
INT CORNER '
AT
AS
DF
1.66rB2
W..
1 1 1 'LWW flf'
WRANGLE
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6�
EXT CORNTlt m1B
CF
+B FLAT'
SILL
20 SI RISER FLAT 22 MEDIUISE.R FLAT sa HIIGH SER, FLAT
90RECEWER
ae
+
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+1 asv
E5 RECENER
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W/KANDLE
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35RECEIVER
VT
WT
VS
WS
VF
WF
IXIERIOR�I
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]�- EXTERIOR
r ]
EXTERIOR EXTERIOR �° ,D02-
006' a .002, a a 4.055'
W/HA/IDLE bB
T.Ber
.` ONY LYjV1......
1
1yl
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PPr'
BOX ILL
IEOX25 ER, BOX
18°FSILL
SILL RISER,
No. B]06 •-1�
23
21 G
-
WSH 1E7/2B
- F •i*-
• NOT VALID
FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6E =po
0.11. S]A l0
1Bro TFLXNgOOYDRNE
N vEwce � s
..,o.a
PANEL TYPES %c1`y1s "toRlon,.:
.�
.lR
04AYIT c Nocx.WGES TNrs sxEEr.
cerl:oFAurxavvB
SERIES 670 ALUM. SGD-NON-IMPACT
®,,,,,,, —Ybw A. LYP.E N � RE
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L1W M
�14
ImwOtRlAw
,,,,,R,I,�,,,
O
scoe]o 7T5 17 .22 PGTDI28 C R.EssB/wos
ASSEMBLY DETAILS
(SEE SHEETS I2-14 FOR FOR INSTALLATION DETAILS) �� rl� FULLPANELJAMBLENGTH
G
2-TRACK JAMB
6`1-OONG 5LIP#105
W/ RETAINER#1G8
MIDSPAN (SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
EXTERIOR
I-TRACKJAMB
:LIP#80 OR#105
W RETAINER #123
SHOWN WITH
'0(ED PANEL TO
'HE EXTERIOR)
ti%
G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
15
112
40
2-TRACKJAMB
51 52 W/SCREEN
53
EXTERIOR
LOCK PART
]5810]-11
1T
fi0 OR 81
18
5
DETAILGI
R FIXED
NEL CLIP
75 ai o'1,103
LSEE
oR et
inee
EXTERIOR a�T-EXTERIOR
v vV4-TRACKJAMB
V
3-TRACKJAMB 3-TRACK JAMB 4-TRACKJAMB
Ht (SHOWN WITH a(SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
J—�
�p`—"I
fMOBVCf BEVY
SHOWNWITH 2-TRACKW/SCREEN
3-TRACK
4-7RACK MAX. UNIT
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OPT. SCREEN FRAME HEAD
TRACK
WFRAME HEAD
FRAME
TABLES iJ
R PWrm N. T7.n4�. D�
y4dw o¢ Lfnln �
6 �
53
89
89
69
EXTERIOR
EXTERIOR
52 51
4811
]B OR 73 a
3 11
72 OR 53
B
]20R]3
10
48 4] 0
IXT RIOR 112
a5
8
5 113
113
5
TlTluulfff
N i
`'NaO'
2-TRACK W/SCREEN
3-TRACK
4-TRACK
LICENSE��(
FRAME SILL
FRAME SILL
F FRAME SILL
N0.5B70.5
%9.(. 0
-O ` r:
'ITEM 815HOWN, ITEM 80 ALSO APPLICABLE, SEE TABLES
tom TErsmmDBr11RME
RPanOEnyzxm
•
VERTICAL SECTION DETAILSF20RIOP:'
1--3�SHEETS 6-B FOR DP (PSF)ASSOCIATEO WITH STILE.
�5`]S,�ONAI
SERIES 670 ALUM. SGD-NON-IMPACT
IENG�
>
C
CHANGES IiIS SHEET.
aeum,
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m
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18 • 22 PGTO)28
C
P.E#s m8
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
5 Q INTEaIoa st tt9 ti6
26 28
30
� m
113
11
27 28 27
60 OR 61 WOR61
103
62 111 63 60OR61
26
65
29 14
so
as es s
-1_EXTERIOR 11t EXTERIOR III
V
gp'
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS N RIOR
®K
INMRIOR EM RIOR
INTERIOR
NTERIOR
�-L
V
®j (EXT. OR INT. MOUNTI EXT. MOUNT ONLY a
90' a
OCKPAR
BOOR 81
ppOOK PARTT 103 LOCK PART
103 ]5810]-11 ]5810]-tt 61
]5&10]-11 5
M INTERLOCK
14
113
60 60 61 B1 116
T-T��—
fi
ERIOft 13 NTERIOR 113
EXTERIOR ]
113 103
6] M
- ITEM #61 (HEAVY-DUTY
STANDARD
HDGAL SASTRAGAL7 HEAVY-DUTY
STILES
UTSIDE
RCORNER INSIDE ER
N1 2TACKHWN 2-TRACK SHOWN
(STANDARD SHOWN,ITEM #60
ALSO
STILE)SOWI
L1 STANDARD WITH HEAVY-DUTY
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN
APPLICABLE, SEE TABLES
(BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED
1-3, SHEETS 6-B FOR DP
TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR(BOX-IN)
(PSF) ASSOCIATED WITH
STILES.
4 INTERIOR
IMODUCTREymm
d"141 an Etwd,
91
b�t�°°`~
4W-ERIOR
]5 810) 11
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14 5 61 32103
61
ERIOR 81
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135' INSIDE CORNER
NLYN
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T5810]-11
62-TRACKSHOWN
.5`�'V�EN
135° OUTSIDE CORNER
N6. 58705'P
O1 2-TRACK SHOWN
=v,
1Y1
S lE
10]6lE`JMOLODYDWVE P�rW
x 4II.'ICREL912]5 HORIZONTAL SECTION DETAILS, CORNERS
:�,�'•. F�;'
%PS. '•�ORIOP..'G\?:
IFtr)46urfim
SERIES 670 ALUM. SGD-NON-IMPACT
]]pn111 u\v\
JR w,nvl] c wcWNOEs TNIssNET
snare a� waru
A LYNN MILLER, RE
aaam las
®
6GD610 NTS 19 e22 PGT9128 C
Ps0587II5
JR OT!/fyf0
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 56.59, 68, 81, 84-99,
721 8122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3/16" MASONRY
ANCHORS @ 24' MAX. O.C.
rtOBUCr REWSM
mow, c� #it vl 1
e.F1 `Ni.1 0 2o•p'�
e
A0W
\\\\11 I1 IIllll
*: No. 58705 .11
• llF -
10)01ECIFTOLOWOWVE �a FAO •'. Si I OF
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CER%GFAIT1N4�f9 SERIES 67OJALUM.SGD-NON-IMPACT 'TTST��ALtE�``G`
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Item
#
POT
own.
POT#
Description
JR
OW6H>
C
NO CHANGES
MIS 6HEET.
UR'
�4
a
1
t]aaB
en3m
z-TRACK I{EaD
2
11303
81]3m
2-TRACK NERD WRM SCREEN MR
s
n3aB
en3Bs
J-TRncK HEAD
4
1]312
817312
41MCK NEAO
5
11914
BiTJ14
FMME 6CREW COVER
fi
ll31]
81791]
FRAME HEADIJAMB SCREEN ADDON
T
IT301
811900
2-TRACK SILL
B
1J301
8f]901
b'iRACK SILL YAM 6CREEN ML
B
t]JW
B1i301
YTMCK SILL
10
A3f0
617310
4TMLK SILL
11
17313
B17319
FRAME SILLIRACN INSERT
12
1T315
B1T315
FMME SILL SCREEN ADD0N(6EE NOTE 9)
13
1T318
B1TJ1B
FMME SILL SCREEN ENDADDON (SEE NOTE 3)
14
17985
81T30S
2-1HACK.MMB
15
1]302
617302
2-1flACK.NMB Wm16CREEN MIL
18
IT300
817908
3TMCK 14MB
1T
17311
61T911
4-1RACK,NMB
10
1T912
61]332
SLL WSER- FLAT. FWSH, Mn'
10
17318
617919
6LL W6ER-BO%FLUSH, 1-12'
20
B1T321
SLLWEER-FNT, LOW, 2-1/2'
O1T310
SLL WEER-BOXLOW, 2-ITS
B1T355
SLL PoSER-FLAT, MEONIM, 3V4'29
01T354
SILL WSER-BOXMD51M. 3-1/4`24
01T323
SILL PoSER-FUT. WGR4'26
Ri7mi
81T320
SILLWSER-BOXWGN4'20
61T333
POCKETP-IWOK2T
8]Oro
NEOPREIE BULB WSTP FOR P400q(2B
817331
POCI(ETP-HOOKMWM20
81J395
P4100K COVER30
81T398
POCKET P-HOOK FOR BOX RISER
31
R3]8
811370
195 CORNER
32
1I910
81737B
195 FOED MOUR '
DBMS 40d3
ARE 9CREEN PARl6:
40
0318
812250
SCREEN SIDE MIL-LOCKSIILE
61
]LOCKWOSN
SCREEN LOCKfiET
42
41818
6CAEEN KEEPER SPACER SET
69
0152
6B152
fiCREEN INTERLOCK ADAPTER
44
4428
89420
SCREEN DOUBLE INTERLOCK
48
4317
012256
SCREEN TOP MIL
68
4318
012251
SCREEN BOTTOM MIL
Q
66B
TSMZ
STANDARD ROLLER
48
888
TBAAX
STANDARD ROLLER-ST. S1L
40
03M
84914
SCREEN A9IMOAL
SD
17319
Bt]34B
OKI6CREENA6IRAGALAMPTER
51
1892
81092
SCREEN SPLINE -.185'
52
1699
Ot8B1
SCREEN SPLINE -.150'
57
B1B18C20
6CREEN CLOTH
54
1725
1/CX4'%111B'SET. BLOCK, NEOPRENE 05 •Id
55
tT28
T%4'Xtlt6'SET. BLOCK, NEOPRENE BS NS
Item
a
PST
Own. R
PGT#
Description
ea
1]325
BIi928
PANEL STILE
Bt
11320
81]328
PANEL 311lE INEAVY OUIY)
B2
1]327
fi1]32i
NTERLOCH ADAPTdi
83
1t28
81P248
VINYL BULB WSIP. -TNIN (INSIDE PII'cRLOGQ
69
1MB
]1T29
SILL END WEATiER9TRP PAD
BE
11320
811338
NIEPoACK SCREW COVER
W
1]3]B
81]3]B
ASTRAGAL
60
11339
81]338
HEAW IXIIY ASTRAGAL
BB
11324
81]924
TOP 8 BOTTOM ML
10
1]350
4f]350
WEATiERSTRW EXTENSION (WECTON MOLDED)
77
1885
]i685
1-12'Xi'%Y4'HpH FN 6EAL DUSTPLUGS
M
8163
]0153%
TANDEM 6T.BR. ROLLERASSY.
A
B15J
TB159N
TANDEM NYLON ROLLERA39Y.
i9
SILICONE
DON/dW, OOVM9B50R GE-iT00
15
0109
T0105X
GEMINIMORIILE 9-0LY DUAL LOCK WILONO TWM PLATE
i6
1f032%1FPFX
AID52 X1' FL SS SCREW W/ 1YPE'F TP
1!
T109290
tOJ28TEEL ZINC LLNGT
IB
1T358
OIT95B
N108114'BEAD
TB
113n
emm
r p BEAD
BD
IT359
B1T35B
ili8'BEAO/F00:0 PANEL CUP
B2
1224
BIP24)K
VB7•]L BULB WFATiERS1RIP
03
BiNS
945
LOWE NC,IYY%1/tb•SGL.8IDE PDH. TAPE,PWYETR
100
0052
4B052
RGLLERADJ. HOLE PLUG
101
72081
JAMB BUMPER
102
ifi06
718Po
WSTPLUG
10.1
0100
T0180X
P KEEPER
100
853
T60KEEP
SOREEN LOrX KEEPER
105
99b1
BtT344
F00=0 PANEL CLP-8'LWO
10B
1]352
011352
FOFO PANEL RETANER-BI18'
1W
tIOB
T1]39
MNWEKR-IN1EWOft MISEO WIIHTNUMB IUWJ, USED WITH pJS
f00
1]40
]t]40
MNOLE KR-MISER E%IEWOR MNOLE, U9ED WITH #/5
fOB
1731
TB1625N
MNWEKR-RECES6EOINT. WITH THUMB TURN, USED WfIHp15
1f0
t132
TBiTB
MNDLE KR-RECESSED E%IEWORPULL, USED WOH piS
111
]1DX34PPSD1%n10
X3I4'PR PN. TEK-5.3.
112
R95
BT518
WSTP, .2T0 %.110-FIN 6EAL
113
1T12
Bd008
.1W'%.2J0'FINSEAL
114
110X115PPX
p10%1-iR'
115
flO1PPT
p10%1'
1f0
MO%1X
#14GIX1'5.6.
117
T20%112%
01420 X 1-1R' S.S.
118
11998
61T396
Go DEGREE CORNER RECEIVER
119
1]39]
61793i
900EGREE OUIfipE CORNER ASiMOAL
12D
1J03B
B1O33B
600EGREE INSIDE CORNER ASTRAGAL
133
1T352
81T352
FOOiD PANEL RETAINER, i/8`
5.069" 8.562'
mw
1.211' 1,505"
0.081" 0
2.TRACK HEAD ro 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
8.198'
1.211"
0.081" O2-TRACK HEAD W/ SCREEN TRACK
(6063-TEAL)
8.526'
0.080"
LLA .505"
03-TRACK SILL
(6063-T6 AL)
7.105' 6.221'
0.010"
1.211" 1.505"
0.081° O3-TRACK HEAD �8 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
9.142"
4.49'
0.080"
1.z 1, 1.505'
0.081" 4-TR7-
ACK HEAD 02-TRACK SILL
(6063-TEAL) (6063-T6 AL)
514'
1.260"
0.060'
OFRAME HEAD/JAMB SCREEN
ADD-ON
(6063-TO AL)
SEE SHEET 17 FOR SILL RISERS.
0.062
0.53r2'
I 1.516'
12
FRAME SILL SCREEN
AODAN
(6063-T6 AL)
REQUIRES MIN. 010 SMS
OR 3/16' MASONRY
ANCHORS @ 24- MAX. O.C.
0.060"
0.760°11
.990°
13
FRAME SILL SCREEN
ENO ADD -ON
(6063-T6 AL)
REQUIRES MIN. N10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
cmr. avaml. enae
2-TRACK JAMB.W/
15 SCREENTRACK
(6063-T6 AL)
5"
16 3-TRACK JAMB
(6063-TB AL)
1.36•
o.osr
019"
o.oer
SCREEN
40 STILE
(6063-T6 AL)
5.069"
-I1-11.045'
1.993"
0.062'
14 2-TRACK JAMB
SCREEN
@TOP RAIL
(6D63-T6 AL)
(6063-T6 AL)
v 4-TRACKJAMB
(6063-T6 AL)
scOe74 I NTS 121 • 22 1 PSTO128
0.875"
1.919-3-"F I
L 0.062"
SCREEN
a8 BOTTOM RAIL
(6063-T6 AL)
ruon r�
-Muh"Whe Ratls
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