HomeMy WebLinkAboutNotice of Acceptance (2) File Copy
�Y
M IAM I•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA. shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series "SGD-770"Aluminum Sliding Glass Door w/90'& 135°corners—L.M.I.
APPROVAL DOCUMENT: Drawing No.PGT0130,titled "Series 770 Alum. SGD- LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision B dated 05105116, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 16-0629.06
MIAMI•DADE COUNTY Expiration Date: February 17,2020
Approval Date: August 04,2016
Page 1
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc.,Test Reports No(s) 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 reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/0l/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by-Fenestration Testing Laboratory, Inc.,Test Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
Jorge M.Plasencia,P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17,2020
F
Approval Date: August 04,2016
E-1
l
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (coN iNuw
4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411:3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 &203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report-No(s) FTL-8717, FTL-
8970 and FTL-8968.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-2
I
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (CONTINUED)
3. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No. 14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° &135' corners- L.M.I. approved
on 10/29/15 and expiring on 02/17/20.
i
Jorge M.Plasencia,P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-3
f
t
s
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor substrate Frame Min.Edge Min.
INCLUDING POCKETS & 900/135' CORNERS Member Distance Embedment
Concrete(min.2&5 ksl adlSlWJamb 1. 13J8'
GENERAL NOTES 1 1/4'Elea Ultraeon Ungrouted CMU,(ASTM C-90) Jamb only 2.112" 1-1/4'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&S. Grouted CMU(ASTM C.90,min.2 ksl grout) Jamb only 2-112• 13/4•
2 DESIGN PRESSURES: oncrete(min.3.35 ksi) Head/SilhUamb 1" 1314'
) 1/4'Eko 410 S.S.BA.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Ungrouted CMU,(ASTM C-90) Jamb only 2.1/2" 1-114'
T.Southern Pine(SG-0.55) Head1SIIl/Jamb 1' 1.396"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. CreteFlex P.T.
(min.2.85 ksp Head/siil 1• 13/6•
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114"Elco Ultmoon UnConcregroutd l(min.
ASTM st) Jamb only 1' 1-1/4•
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southern Pine(SG=0.55) Head(SIWJamb 9/16. 13/8"
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,18-8 or410 Aluminum,6063-75• Head/Slll/Jamb 318' 0.063'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Steel,A36• Head/Sill/Jamb 3/8• 0.050"
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE, 3 (min.11 thmadelln) Steel Stud,A653 Gr.33• Head/Sill/Jamb 3/8" 0.0451•
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 kel) HeadfSIR/Jamb 1-1/2" 13/6'
NARROW JOINT SEALANT. 1/4°Elco 18.8 S.S. Ungrouted CMU,(ASTM C-90) Jamb only 2" 1-1/4"
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM C-90,min.2 ksl grout) Jamb only 2" 2"
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. I P.T.Soulhem Pine(S13=0.55) Head/SIH/Jamb 1• 1316•
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE i P.T.Southern Pine(SG=0.55) I Heed/SiWJamb 9116"
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12,Steel SMS G5, Alummum,6063-TS' I Head/SIWJamb 318- 0.063,
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.t1 threadefin) Steel,A36 Head/SIII/Jamb 3I8 0.050•
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud A653 Gr.33 Head/SiWJamb 3/8 o.Mr
TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
••P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............4,5
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1XAND 2X BUCKS ANCHORAGE.....................6-14
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15,16
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18.19
MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.......................20
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS I EXTRUSIONS....................21,22
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TABLE B.SEE DETAILS ON SHEETS 4&5 DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED
as eomP1yIngg with the Florida
Glass Description(Listed from Exterior to Interior SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL Building Codo
Type ) SHEETS 6,7&8 MISSILE IMPACT RESISTANCE NDA-No. 16-0629.06
G3 7/16'Laminated:(2)Utes of 3116'HS Glass vnth.0W PVB Intedayer STANDARDS USED: Expiration Date 02/17/2020
G3A 9/16'Laminated:(2)Utes of 1/4'HS Glass with.090'PVB Inlerlayer •2014 FLORIDA BUILDING CODE(FBC),ETH EDITION
G4 7/16"Laminated:(2 Ules of 3116'HS Glass With.5gir SG Inleda er -ASTM E1300-09 By
I Mlaml a Product Control
G4A 9/16'laminated:(2)Liles of 1/4'FHS Glass with.090'SO Ntedayer -ANSI/NUM DESIGN
M FOR WOOD CONSTRUCTION
G5 1°Laminated LG.:3116"TExtedor COP+318"Air Space+7116"Laminated;(2)Utes ot3116'HS Glass wlth.090'PVB Interlayer ALUMINUM DESIGN MANUAL,ADM-2010 -
GSA 1"Laminated I.G.:114"T Extedot Ca +5116"Air Space+7116"Laminated;(2)Lites of 3/16'HS Glass xlith.090'PVB Intedayer J •AISI-51C0-07l52-2010
G6 l'Laminated LG.:3116'TExtedor Ca +3!8"Alr Space+7/16'Laminated;(2)Lites of 31164 HS Glass wlth.090•SG Intedayer
G6A 1"Laminaled LG.:1/4"TExtedor Ca +511V Air S ce+7116'Laminated;2 Ldes of 3116"HS Glass vAth.09T SG Intedayer GLAZING
NN W ANENNEEA NOTES:
`
G7 7/16•Laminated:(2 Utes of3/18"ANN Glass with.090'SG Intede er "HS"=HEAT STRENGTHENED ,.• t,ICENSF ? ��
PG7A 8/16°Wtnlnated:(2)Utes of 1W ANN Glass vAlh.090'SG Intedayer 'T"=TEMPERED
G8 1"Laminated LG.:3/16'TExtedor Cap+31B'Air S ce+7I76"Laminated;(2)Utes of 3116-ANN Glass with.OgO'SG Inlenayar : No.58705
°PVB"=.090"BUTACITe PVB BY KURARAY AMERICA,INC.
GBA 1"Laminated I.G.:V4"T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Utes of 3116'ANN Glass with.090'SG Inteda or "SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC.
JR 05A7 olll B u ADDED SPACERS TOSNEEr15. 1d7D OLOOYDRIVE GENERAL NOTES AND MAP 1 0 STI ITEOF - J�`
ra
N VENfCE FL90275 mu •�F��;'•.�LURID P'•��
SERIES 770ALUM.SGD—LM IMPACTwwar. oa JU/)�4600
0 ""J — m CERT.OFAUTH. SGD•n0 NTS 1 d 22 PGTO13 0 _B
R 10I1
I
P. . 56705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Je,'Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp•pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 r i 13 PER TABLES 1-3 1 13 CAN BE OXXXp.
—
1 r i O A S 135°CORNER CONFIGURATIONS CAN BE A COMBINATION
1 OF ANY 2 STRAIGHT CONFIGURATIONS.
UNN
MAX.UNIT 3 / j g&o MAX.UNIT 13 / t4 I o o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT '�" HEIGHT / / 1 1 ti rc
PER TABLES 1-3 / j PER TABLES 1-3 / / i 'X"=OPERABLE PANEL,
a I d "O"=INOPERABLE PANEL,
"p"=POCKET
pocKEr I m POCKET i w DETAIL LETTER
1 - 1. -- X w"=WOOD OR METAL INSTALLATION
1-PANEL r- 2-PANEL r W"c"=CONCRETE INSTALLATION
CONFIGURATIONS 1 ,3 CONFIGURATIONS 1 1 �—SHEETNUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH NOM.PANEL WIDTH qc w c DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 1 13 1 PER TABLES 1-3 t 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
—1`r--i -1`r---1
ah
ITIT� t
J Jc I ¢ 1. 114 14cct9 go MAX.UNIT 1 19 19 19HEIGHTMAX T is 1 1 ja�h HEIGHT t 13 1s t 19!Eo PER iti��
PER TABLES 1�3 � � � TABLES 1-3
POCKET 4 / / / / POCKET
3-PANEL CONFIGURATIONS w 4-PANEL CONFIGURATIONS 13 1 a 13
1 3 1 13
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH 12 13 12 13 3 NOM.PANEL WIDTH 1 3 PRODUCT
RO.plyl. REVwith the
hEDorida
PER TABLES 1-3 PER TABLES 13 Building o
---11 1 13 Now-No. 16-0629.06
Jc Jw I 1 1 3 Expiration Date 02/17/2020
t3 1 1 19 14 14 ,Q
1 14 1 o 0 H1 MAX.UNIT 79 SEE Mla - Product control
MAX.UNIT I a o HEIGHT o NOTE
HEIGHT 1 13 18 19 19 19 / I a¢a PER 1 2.THIS
PER TABLES 1.3 TABLES 1-3 / I SHEET. ' •11, i,
I1L / POCKET
5-PANEL CONFIGURATIONS 1`r
t3 12 1c CORNER, kjVQ3 = J, ,�` --
(OUTSIDE CORNER SHOWN, _
INSIDE CORNER SIMILAR)
f0707ECNNOIOGYORIVE EXAMPLE CONFIGURATIONS ••.<�cc;;;'`•': ,.}s�'.
N.VENICE.FL 30275
�, oati
(9I1}450.1600 SERIES 770 ALUM.SGD-LM IMPACT
A.LYNN MILLER,PE.a y.am.e em. s� -22 "n..o POT0130 B P.E.#51705
p JR 10/10/14 CERT.OFAUTN.M2BD8 ® SGO-770 NTS 2
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw",'Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH ®Ac " c EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 t t3 3 1 3 pXXXXp pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
-���---j CAN BE OXXXp.
w Je 1
vi :i
t19
1 t9 t t 1 i2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION
on
MAX.UNIT s 1 t9 OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 7 79 9 i x 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120"
lu "X'=OPERABLE PANEL,
POCKET i "O"=INOPERABLE PANEL,
_t __�i "p"=POCKET
6-PANEL CONFIGURATIONS
1 7. 1 13 F--DETAILLETTER
MAX.UNIT WIDTH w =WOOD OR METAL INSTALLATION
qP "c'=CONCRETE INSTALLATION
NOM.PANEL WIDTH Aw A. w cc SHEET NUMBER
PER TABLES 1-3 1 t3 t3 1z 13
G 1 1 Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7"
73 is s t
DLO HEIGHT=DOORUNITHEIGHT-10.125'
3 is t9 19 19 7s g&oPANEL HEIGHTDOOR UNIT HEIGHT-1.866'
MAX.'UNIT HEIGHT 1 13 s 1s 1s 7 i F a W
PER TABLES 1-3
to
POCKET 4 vWi
7-PANEL CONFIGURATIONS
1 13 12 1 13
MAX.UNIT WIDTH
NOM.PANEL WIDTH w ac c PRODUCT REVISED
PER TABLES 1-3 12 1 1 3 1 3 BuildOimhplylongowlth the Florida
—1 r---� NOA-No. d 16-0629.06
Gc Jw Jc I Expiration Date 02/17/2020
1 13 7 19 19 19 19 79 19 4 4
1 13 1 19 79 1 19 19 1 o it o t1y
MAX.UNIT I z a mlaml D maua control
HEIGHT t i3 79 1s 19 79 is w e w
PER TABLES 1-3 �
I POCKET !�•i !l
8-PANEL CONFIGURATIONS �' el
1 13 1 13 1 3 '
rs",seer P"m: xo..m"s o.."4m
�,, a,,, 1070TECNNOLOOYDRIVE EXAMPLE CONFIGURATIONS
N.vENrce.Pt saz7s a: �`,.•�.,'I.•`•',^.''-Z��'�'aY F--,
SERIES 770 ALUM.SGD-LM IMPACTA.LYNN MILLER P.E.
f.>,+nve — d 22 PGT0130 B P.E7i 58705
amJR 7—L.E.
mrz
JR cERr.DFaum.azame ® sco-na NTS 3
GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A)
7/16"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS 3/16"HS GLASS 3/16"HS GLASS
.090"PVB
.090"PVB .090"SG 3116"HS GLASS
3116"HS GLASS 7a 3/16"HS GLASS 74 3/6"AIR SPACE r3lQ'NOM.
3/16"T GLASS
82 82
83
EXTERIOR 3GLASS' EXTERIOR 3GLASS '
124-127 BITE• BITE
EXTERIOR
zo BO � V//
79
64 54
65
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 9/16"NOM. 1"NOM.
3116"HS GLASS
1/4"HS GLASS 1/4"HS GLASS .090"PVB
.090"PVB .090"SG 3/16"HS GLASS
1/4'HS GLASS 74 1/4"HS GLASS 74 5/16"AIR SPACE 7a
1/4"T GLASS
82 82
83
3/4"NOM. 3/4"NOM. 3/4"NOM.
EXTERIOR GLASS EXTERIOR GLASS 124-127
a BITE BITE GLASS
BITE PRODUCT REVISED
EXTERIOR as complying with the Florida
Building Code
Bt 81 NOA-No. 16-0629.06
79
54 54 Explmtlon Date 02/17/2020
55
By
Mlam / Product o Control
9/16"LAMINATED GLASS,TYPE 133A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE 135A
GLAZING NOTES: ♦4` r >
"ANN"=ANNEALED
"HS"=HEAT STRENGTHENED ;, ,,•.;r,g
"T"=TEMPERED _ 7.
"PVB"=.090"BUTACITE PVB BY KURARAYAMERICA,INC. y -
"SG"=.090"SENTRYGLAAY KURARAY AMERICA,INC.
JR 051032076 B ADDEDSPACERS. 1070TECHNOLOOYDRIVE GLAZING DETAILS =�
--. -- -
dF 0"b: R"Mlaa N.VENICE FL 34276 m<• .l f. _•�..`•
a,. RrHb9 SERIES 770 ALUM.SGD—LM IMPACT
/st,}aeo-ica# -
0r""n er 0ala a.duJO.0.�r �20 7 Fs- — e""°9"' A.LYNNMiLLER P.E.
JR i0/10/14 CERT.OFAUTH.87996 SOD-770 NTS 4 22 PGT0130 RB P.E.#58705
GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A)
1"NOM. 7/16"NOM. 1"NOM.
3116"HS GLASS 3/16"ANN GLASS 3116"ANN GLASS
.090"SG .090"SG
3/16"HS GLASS .090'SG 3116"ANN GLASS
318"AIR SPACE 74 3116"ANN GLASS 74 3/S"AIR SPACE 7a
3/16"T GLASS 3/16"T GLASS
82
83 83
3/4"NOM. EXTERIOR 314"NOM. 3/4"NOM.
124-127 GLASS a GLASS tea-727 GLASS
BITE BITE
BITE EXTERIOR
EXTERIOR
a
79 79
54 55
55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9/16"NOM. 1'NOM.
3116"HS GLASS 3/16'ANN GLASS
.090"SG 1/4°ANN GLASS •090"SG
3l16"HS GLASS 090"SG 3/16°ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 74 5/16"AIR SPACE 74
1/4"T GLASS 1/4"T GLASS
82
83 83
16 3/4"NOM.
314"NOM. EXTERIOR GLASS 3/4"NOM.
124-127 GLASS t2a-t27 GLASS
BITE
/
BITE - BITE PRODUCT REVISED
EXTERIOR as cc mp%'" with the Florida
EXTERIOR Building CCodde
81 NOA-No. 16-0629.06
79 sa `r 79 Ezpiratlon Dote 02/17/2020
55 55
Product Control
1"LAMINATED I.G.GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G. GLASS,TYPE G8A
GLAZING NOTES'
"ANN"=ANNEALED U'.':;.;n'•.,:y1''
.HS"=HEAT STRENGTHENED
"T"=TEMPERED _ 11.1.S 766
"PVB"=.090"BUTACITE PVAY KURARAY AMERICA,INC.
"SG"=.090"SENTRYGLAS%Y KURARAY AMERICA,INC.
R"reO By. W9: Revlibs' -- y .V.IL f:1. f/••'..
JR 05/052016 B ADDEDSPACERS. 1D707ECHNOLOGYDRIVE GLAZING DETAILS
Rr. ssivm N.VENIC4 FL 9@75
RrvCBy. il
SERIES 770 ALUM.SGD—LM IMPACTi�+raeDr6Do 0" By' � cn.d�.a mm: s.n.,ama,eewa+.tA.LYM4 MILLER,P.E.
JR 0/10/14 CER>:OFAUTN.#29Z6 ® SGD-770 NTS 5 v 22 PGT0130 B P.E.Y.SB705
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved Maximum DP for all sizes:+60/ 60 Sill Height to Max.(+)DP
configurations on Sheets 2&3) (Weer on Rating)
For comer astragal anchorage on 90'or 135"comer units,see sheet 11 (May be Invited by Table 1A) S81 Riser Height
Door Unit Height (Flat or Box,see Design
Table applies to Glass B0" �„ ym 96 Sheet 17) Prreses sure,psi
Types 3,3A,5,5A,7,7A,8 69-718"DLO 73-718"DLO 79-7/8"DLO 85-7/8" O Flush•1-1/T' see note 3
&BA and the Stile/Astragal Anchor Group Anchor Group Anchor Group chor Group Low-2-1/Z' +4%67
types shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-3-1/4" +60.0
Ilead/Sil +1 C4+1 C4+'1 C4+1 C4+1 + C541 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 High-4" +60.0
24" DLO Jamb 8 8 8 8 B 8 8 8 e B 8 8 8 8 -6--8 SEE NOTES 1-3
P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
L 23„ Head/Sill 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1
0 39' DLO Jamb 6 8 8 8 8 6 8 8 8 8 B 8 8 8 8 8
}� P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+8
c 29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
a 36" DLO Jamb B 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +-
o S
Z 4T' pL� Jamb 8 8 8 8 B 8 8 8 8 8 8 8 8 8 8 8 ca
P-hook 6+7 6+7 6+7 6+7 7+B 7+8 7+B 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 W
O OH RATIO?1
Head/Slll C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 = Oo
48' DLO Jamb 8 8 8 8 8 8 e e 8 8 8 8 8 8 8 8 O
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 1 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7.
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"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 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A, NOM.PANEL WIDTH-7"
3)4",3-1/4"AND 2-1l2"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 1 MAY DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED
as complying with the Florida
Building Code
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135"Astragal Lockstile @ NOA-No. 16-0629.06
Interlock P-hook Lockstile@Jamb Assembly Straight Astragal Assembly - 90'Astragal Assembly 135'Astragal Explratlon Date 02/17/2020
Standard Stiles Standard Stile Standard Stile StandardSUle Standard Stile Heavy
�-duty
Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile By _
Standard Astragal Outside C Inside Miam Product Control
Outside Corner
Corner Z2T1
Garner Outside -` �r;Ei•!�:•�;•.`�^
Inside Corner Corner _
Part#60(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) - ,. ,;;�•;; '-;'r-
Part#50(x2) Fx Part#60 Part#118(Corner part#120(In.) Parts   Part#61
F- — Part#60 Part#60 part#67(Astragal)
Receiver) (Corn.&Fxd Mount) UL' -
IBl6 -
rroearer- ar: asw: a."rme ;';�'•. ',=•i E OF •'
ro7ortcxxaLocr�vE DPANDANCHORAGE
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FL 31276sareoo SERIES 770 ALUM.SGD-LM IMPACT
sue+.. — a PG717130 A.LYNN MILLED,P.E.
pJR IW0114 BOFAUlYL 61BZBB 5G0.770 N7•$ 6 B P.E.X SBi05
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/-60
For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be Ilm#ed by Table 2A)
Door Un1 Height
Table applies to Glass Types �„ 1. gp^ �„ 102' 1D8" 114' 120'
4,4A,8, 7, 8 8 69-718"DLO 73-716'DLO 79-7/8"DLO 85.7/8•DLO Bi-7/g"DLO 97-7/8'DLO 1p3-718"DLD 109-7/8•DLO
and the Stileile 1 Astratra gal typepe s Anchor Group Anchor GroLp Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group I Anchor Group
shown below. 1 2 1 3 1 4 1 2 3 1 4 1 1 2 3 1 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
ead/SIO C4+1 C4+ C4«1 C4*1 C4+1 C4+1 + C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1C4+1 C4+1 C4 C4+1 C4+1 C4+1 C4+ +1 rA+1 +1 +1 04+1 C4+1 C4+1 G4+1 04+1 04+1 C4+1
24" DLO Jamb 8 8 8 8 8 a 8 I 8 I 8 0 8 8 8 1 e 8 1 8 10 10 10 10 10 10 10 1 10 10 10 10 10 1 10 to 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 7+6 1 7+6 1+8 7+B 8+9 8+9 8+0 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 s+10 9+10 9+10
Head/S111 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C40 C4+1 C4+1 CA+1 C4+1 G4+1 C4+1 C4+1 C4+1 CA+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 c4+1 C4+1 04+1 C4+1
30" DLO Jamb 8 8 8 8 8 8 8 I a 8 8 8 8 8 1 8 8 1 6 10 10 10 10 10 10 t0 1 10 10 10 10 10 1 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7*8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 5+9 8+9 8+9 8+9 0+9 8+9 8+9 Brtp 9+10 9+10 9+10 9+10 9410 9+10 9+10
Head/Sit C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 GH1 04+1 G4+1 C4+1 G1+1 CA+t C4+1 C4+1 COI C4+1 C4+1 C4+1 C4+1 C4+1
36° D O Jamb 8 8 B 8 0 a B 8 8 8 e 8 8 8 8 8 10 10 10 10 10 10 f0 10 10 10 10 to 10 to 10 10
P-hook 6+7 6+7 8+7 6+7 7+8 7+0 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+t0 9+10 9+10 8+10 8+10 9+10 9+10
e 35" Fiead/5111 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 04+1 C4+1 C4+1 NO 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Gi+1 C4+1 CA+1 G4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 CSr1 C5+1
a 42• DLO Jamb 8 8 0 8 B 8 e B e B 8 B 8 B B 0 10 10 10 10 10 10 A-2
10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+8 7+8 7+6 7+8 8+9 8+8 8+9 0+9 8+9 8+9 8+9 0+10 9+10 g+1p 9+10 g+10 8+10 9+1p 9+10
Headlslll C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 Cd+2 C4+2 C4+2 C4+2 C4+2 C4+2 Gi+2 C4+2 C9+2 C4+2 C4+2 CA+2 C4+2 CA+2 CS*2 C4+2 G5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2
E 48" DLO Jamb a 8 8 8 B 8 8 B a a a 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 0P4 k 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+B 8+9 6+B B+9 8+9 a+9 B+9 8+9 9+10 g+10 8+10 8+10 g+10 8+10 9«1D 9+10
Head/S111 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G1+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 '
" DLO Jamb 8 8 a 8 8 8 8 8 8 8 a 8 8 8 8 a
P-hook 6r7 0+7 6+7 0+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7 a 7+8 Not available in these sizes
Head/Sill C4+2 Cq+2 CA«2 C4+2 Cbr2 C4+2 C4*2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 CA+2 + C5+2
80° DLO Jamb 0 B 6 B B B 8 8 8 8 e a 8 8 8 0
P-hook 6+7 6+7 6+7 6+7 7+8 7+0 7+8 7+e 7+8 1 7+8 7+8 7+8 7+8 1 7+8 7+8
NOTES: - O= EXAMPLE ON SHEET
DLO WIDTH=
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL.
NOM.PANEL WIDTH-7°
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A:
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP OH LENGTH DLO HEIGHT=
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.125"
3 4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2°
Sill Riser Height
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design PANEL HEIGHT=
(Flat or Box,see w
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = 0 OH RATIO a 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM):THIS CONDITION IS Sheet 17) z Oo DOOR UNIT HEIGHT-1.866"
NOT RATED FOR WATER INFILTRATION. Flush-1-112" see note 3 0
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-112" +46.67
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" +60.0
6)JAMB ANCI TORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH
SEE NOTES 1-3 OH RATIO=OH HEIGHT PRODUCT REVISED
INSTALLED. as complyying with the Florida
Building Code
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FORASSEMBLY DETAILS. NOA-No. 16.0629.06
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Expiration Date 02/17/2020
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By
Inside Mlamm a roduct Control
Standard Astragal Outside Comer , Outside Comer ,
1, '_-•ham—�I'rg'J-�+IL Corner
Inside
Corner Outside
Insidelde C°r Corner
Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) -
Fp`_-��
(x2) Part#61 Part#61 Part#61 Part#118(Corner Parts#31  Part#61
Part#67(Astragal) Part#120(In.)
Receiver) (Corn.&Fxd Mount) 67
`�1�� rr,`
amseey: am: a.wwu• o.°IFkv" '•.'<Ot"_'_•"...'',iF`.� .
ram rEa+nwLoayowvs OPANDANCHORAGE
a N.VEN1Ce,FL mD >a `
ry41)aeo lsoo SERIES 770 ALUM.SGD-LM IMPACT
swa�°aa s"r — ++•"+ow a A.LYNN MILLER,P.E.
ao� o.u<oa a.� ® Sca-77D NTS 7 d 22 POTD130 B P.E.a 58705
JR 10/iD/14 cERT.oFAunL+ns2e6 _ I
i
I
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP
For comer astragal anchorage on 90°or 135'comer units,see shoat 11 (May be limited by Table 3A) (Water Infiltration Rating)
Door Unit Height 'gill Riser Height
Table applies to Glass Types 4,4A, Bty' 84" 90" 96" 102" 108' res sure,
(Flat or Box,see pressure,psf
6,6A,7,7A, 8 8 8A and the S01e/ 69-7/8"DLO 73-71a'DLD 79-7/8"DLO 85-7/81 DLO 91 7la"Dl0 97-7/8"DLO Sheet 17)
Astragal types shown below. Anchor Group Anchor Group Arxhor Oroup Anchor Group Anchor Group Anchor Group Flush-1-1/2" see note 3
1 2 1 3 1 4 1 1 1 2 1 3 4 1 2 3 4 1 2 3 4 1 2 3 1 4 1 1 2 1 3 1 4 Low-2-1/2' +46.67
Design Pressure +/-9p,0 sf - +-82. sf 4- . ps Medium-3-114" +60.0
24" 17" Head/Si0 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+f C4+1 C4+1 C4+1 C4+1 C4+1 High-4' +90.0
DLO Jamb B B 8 8 8 8 B 9 8 B 8 tI 8 8 8 8 10 10 10 10 10 10 10 10
P-hook 647 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 B+9 8+9 8+9 8+9 6+9 8+9 8+9 SEE NOTES 1-3
Design Pressure +/-90.0 psi +1-82.6 psf +1-75.0 per
30° 23" HeedlSlB C4+1 I C4+1 C4+1 C4+1 I C4+1 I C4+1 I C4+1 1 C4+1 1C4+11 C4+1 1 C4+1 1 C4+1 1 C4+1 1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
s OLD Jamb 8 8 8 8 a 8 8 8' 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 1 7+B 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 a+9 8+9 1 8+9 8+9 8+9 1 8+9 B49 8+9
Design Pressure +/-90.0 psf +/-82.5 psf +/-75.0 psf
36° 29" Headlslll C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 c4+1 C5+2 C5+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1
o. DLO Jamb 8 8 B B B 8 9 8 8 8 8 8 6 8 10 8 10 10 10 10 10 10 10 70
P-hook 6+7 6+7 6+7 6+7 7+8 7+9 7+8 7+8 7+8 7+8 7+8 7+8 7+8 B+9 8+9 B+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 I
e Design Pressure +/-90.0 psi 1 +1-82.6 psf +/•75.0 pst OH LENGTH I�
z 35" Head/sill C4+2 C4+2 C4+2 C4+2 04+2 CA+2 CS+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 05+2 C5+2 =
42" DLO Jamb a 6 1 8 8 8 8 B 8 1 8 8 10 8 8 8 10 9 10 10 10 10 10 10 10 10 0P-hook 6+7 7i8 7+8 7+8 7+8 7+8 7+8 7+8 a,7+8 6+9 B+9 a+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 8+9 B+9 8+9 8+9 LU O
Design Pressure +/--90.0 psi See Note A belolk +1-82.6 psf +/-75.0 psf = o OH RATIO 2:1
48, 4V Hasd/SII[ C4+2 C4+2 C5+2 25+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 CS+2 C6+2 C6+2 O
DLO Jamb 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 8, 10 10 10 10 10 10 10 10
P-hook 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 B+9 f 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&BA; +/-87.1 FOR GLASS TYPE 7
NOTES: . OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER NOM.PANEL WIDTH-7"
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. DLO HEIGHT=
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 DOOR UNIT HEIGHT-10.125"
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 PANEL HEIGHT=
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866"
4)SEE SHEETS 10-14 FORANCHORAGE 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. PRODUCT REVISED
as complying with the Florida
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. NOA-no Code
Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135"Astragal Lockstile @ NOA-No. 16.0629.06
Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135"Astragal Expiration Date02117/2020
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-dutySBle Heavy-duty Stile Heavy-duly Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By
Heavy-duty Astragal Outside C Outside Inside Miami-D roduct eontro
Corner
Corner %;,
Inside
Corner Outside •.1;%`"''-
Insidelde C°r Corner _
Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile)
Part#61(x2) Part#61 Part#61 part#68(Astragal) Part#61 Part#118(Comer part#120(In.) Parts#31&032 Part#61
Receiver) (Corn.&Fxd Mount)
rma#er• am: e..aan: --- ar."bm .,,,_.
107-TECHNOLOOYDRIVE DPANDANCHORAGE
M VENICE,FL 31T7a nw •; ,' ,
SERIES 770 ALUM.SGD-LM IMPACT
� �b� ca.Wd o�z a a.�a �+' — Q"*o -6 A.LYNN MILLER,P.E
JR 1(Y10/14 CERf.OFAU7N.d7929e 0 SOD-77D Nr.S 8 d 22 PGT0130 B P.E.#68705
NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE'C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10
REQUIRED @ SEE"C5"CLUSTER SEE'C5"CLUSTER DETAILS,
SPLICE (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"C6" SHEET 10 FOR INTERLOCK
POCKETS INTERLOCK CLUSTER,SEE 24"MAX.O.C.
THIS AND 60"NOM.
SHEET SEE POCKET B P-HOOK \ PANEL WIDTH DETAILS,SHEET 11 x x
( ) r_-_____-_ x x !!l—T,--- x x x x x 6"MAX.
el JAMB MOUNTING I x x x x x f x x x x x x
INSTALLATION, ADAPTER I 6"MAX. o x x x x x x x x x x
THIS SHEET ANCHORS MIDWAY x x x x
° 3"MAX.
&SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF
ANCHORS&AT 3" i 1l I® O x=FRAME x x ANCHORS
\ FROM TOP& i r ®i I I IO ANCHORS 96" (TOTALS
I
BOTTOM o 14" i o UNIT 21" ANCHORS)
MAX.O.C. EIGHT D.C. PER JAMB
4.051" 8"MAX.TO OPENING h°a ®I 14'MAX.O.C.oC n o=P-HOOK
EDGE OF POCKET SEE i I O ANCHORS x x� (SEE JAMB
INSTALLATION i a Q I®I �7 DETAIL
DETAILS'Jc'&'Kc', imks I°I mo=P-HOOK BELOW)
END PANEL SHEET 14&PART i a ®� I o I MOUNTING x
ANCHORAGE DETAILS')"8'K', Iti 1 j I 3"MAX. ADAPTER
24"MAX• (2 ANCHORS) SHEET 19 FOR i° l�l I I rr ANCHORS x x
O.C. P-HOOK L____--8'MAX_ 16;---'- x x x `xx' `�x� END PANEL
+2" ANCHORS x x - x x x x x
ANCHORAGE END PANEL x' ,� x x x xx x x x x x x x' 6'MAX ANCHORAGE(SEE
ANCHORAGE SKETCH BELOW)
(SEE SKETCH BELOW) �.+2" "+2" "+2" ANCHORAGE
CENTERLINE 6"MAX" ' ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1
24'MAX. EXAMPLE:5-PANEL 2 TRACK 90'OUTSIDE CORNER-pX)MO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 60"x 95"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
ANCHORS MAY BE ADDED
1)APPROVED ANCHORS:SEE TABLE A,SHEET 1
AS NEEDED TO ALIGN THE
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: EXTERIOR
HEAD OR SILL IF A SPLICE
60" I CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK.
NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX.
PANEL N, SEE"CT CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. J
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY ss 4 I 5.64"
"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR t.
1
CLUSTER IS OVER24",OTHERWISE ANCHORS ARE NOT 6"MAX. PRODUCT REVISED
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: ��
as cam IyIng with the Florida
CENTERLINE JAMBS&P-HOOKS;6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR NOA- o Code
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2-TRACK Non-No. 16-117120 6
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB Explratlon Date02/17/2020
ANCHOR PAIR
'+2"ANCHORAGE
REQUIRES SEE"C5"CLUSTER END PANEL _
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE Miami a�roduet control
• I DETAILS,SHEET 11 I+ FOR ASTRAGAL (2 ANCHORS) g•
INTERLOCK AS
4.051" I MAX.
a - >-
EXTERIOR 4�C�ENTERLIN�E . ANCHORAGE CENTERLINE +2"ANCHORAGE I pFPANELSE
�OF PANEL 3 �OFPANEL4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
R 1070TECHNOLOGYDRIVE ANCHORAGE SPACING&EXAMPLE PLANS
N.VENICE,FL 84275 mr l
Ie41}4e0600 SERIES 770ALUM.SGD-LM IMPACT
ons o.aao �: a.c A.LYNN MILLER•P.E.
JR 10/10/14 CERT.OFAUTN.A292B6 SGD-77D NTS 9 d 22 PGT0190 B P.E1358T05
ASTRAGAL OR 6"DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04"
INTERLOCK--�—IF NEEDED INTERLOCK i CONDITION,USE INTERLOCK—i—IF NEEDED 2.04" Ay
CENTERLINE I CENTERLINE 'C6'CLUSTER DETAIL) CENTERLINE
1.75" Ell � 6-DIAG.
7" 7+
1,75" 3.5" 21"
4"DIAG. + aW2-0
MAXO.C. EXT2.04" 2.04" 4" z1"
5.64MAXEXTERIOR , T' EXTERIOR ' 7" EXTERIOR O.C.
1l6"MAX.
v 2-TRACK FRAME HEAD/SILL v 7-TRACK FRAME HEAD/SILL 0 2-TRACK FRAME HEAD/SILL
5 64"
A ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK 0-ASTRAGALASTRAGAL OR INTERLOCK
2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER �
A ^C5") ANCHORS ARE REQUIRED,"C6") FRAME JAMB 6"MAX.
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,
ANCHOR PAIR
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK-RLOCK-�IF NEEDED INTERLOCK- { CONDITION,USE INTERLOCK-�"IF NEEDED EXTERIOR
ANCHOR PAIR
CENTERLINE I CENTERLINE i "C6"CLUSTER DETAIL) CENTERLINE 3.5" 2.04"
3.5" 3.5" 7" r. ANCHORS MAYBE INSTALLED
21" EITHER IN THE EXT.OR INT.
0 2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08" 4.08" D.C.
I I 2.04"
5.64" 'NOTES:
1.ALL DIMENSIONS SHOWN
EXTJEIR,IOR 7„ EXTERIOR 7, 4"DIAG. EXTEnnRIOR 3,5^ ARE BASED ON MIN.
v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V 3.5" 6"MAX.
AME HEAD/SILL ALLOWED.
3-TRACK FR
A ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK Cad ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"CV) ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL OR II SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTERLOCK- i IF NEEDED INTERLOCK�I (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITIONS ONLY:
CENTERLINE I CENTERLINE I CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION
�{ 1 76" I C6"CLUSTER DETAIL) IF NEEDED
'II 3.5' 3.5 PRODUCT REVISED
3.5" 3.5" 7" Building 4ondewith the Florida
HOA-No. 16.0629.06
2.04" 4"DIAG. 2.04" 4"DIAG. 2.04' Expiration Bate 0 2/1 712 02 0
By
2.04" 5.37"DIAG. 4931-
4" Mlam a roduct Control
4.08"
DIAG. 1 2.14°EXTEnRIOR EXTnEERIOR 7" EXTEERIOR 7" 3 't
V' 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL ,
ASTRAGAL OR INTERLOCK INTERLOCK (a)ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION
��, pf R.e— 1070 TECHNOLOGY DRIVE ANCHORAGE,EXAMPLE CLUSTERS _
N.VENICE.FL 31T75
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i
2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04' NOTES:
INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN
?4'DWG. ?4'DIAG. 8.94" ARE BASED ON MINIMUM
6.12' 6.12" 3.5" 3.5' ALLOWED.
2.DETAILS DEPICT ANCHOR
INTERIOR INTERIOR 7 INTERIO INTERIOR QUANTIFY AND SPACING,
90° 3. " 90 3. " 1 ° EXTERIOR 1 °
AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4"DWG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
3.6" 4^ ° 3.5" 4„ 3.5" 3 4" "+11ANCHOR
2.04" EXTERIOR 2.04" 7 2.04" EXTERIOR 4" 2.04" 7"
EXTERIOR 8.94"
90'CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER
OF PANEL
ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,'C6')
4.08" "+2"ANCHOR
4I-ERIOR
EXTERIOR INTERIOR
4.08" '+1"ANCHOR
7.41" 2.04" 4"DIAG.
3.5 INTERIOR 7" 13`'° 3'S" CENTERLINE
3 EXTERIOR OF PANEL
3—Lj .5"4. 4.08" "+3"ANCHOR
5.37" WG. 7° CENTERLINE 4" 3 5"° OF PANEL 2.04" 4"DIAG.
EXTERIOR 7" 4" INTERIOR L '+2"ANCHORON — 3.5"
7" EXTERIOR ALL 7
90°CORNER 135°CORNER n VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V CENTERLINE
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED L �—OFPANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
' INTERIOR 6.12" INTERIOR 2.04"
�— 2.04" 6.12" 3.5"
4^ EXTERIOR , 5 88" CENTERLINE
INTERIOR OF PANEL PRODUCT REVISED
INTERIOR as comp)yIng with the Florida
g0 3.5" 135, '+3"ANCHOR Building Code
4° 2.04" NDA-No. 16-0629.06
D A 7.
3.5 Expiration Date 02/17/2020
G "
6.12" 4 6.12' 4.08" 4-mAG
Mlam-D roduct Control
7" EXTERIOR
2.04" 3.5" 4" 4"DIAG. 3.5" 3.5' 1 I .... • '
EXTERIOR 7" EXTERIOR 4' CENTERLINE `tic=r.r•F`
2.04" OF PANEL
90°CORNER 135°CORNER •
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL
("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
f0707ECN 1010GYMIAC ANCHORAGE,EXAMPLE CLUSTERS ••'�'•' ` �'•'`'
�" �' R"�"L" M VEN/L•�FL 34Y75 .'1,!.�
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Omm6y.Wr: aw"a o.a: °' ' yee0 'rN'' — A.LYNNMILLER,P.E.
JR tafo/f4 CERT.OFAUFN.NzsM sco-no NTS 11 .22 PGTO130 B RE.pse7os
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE: SEE TABLE A,SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1
2-1/1fi"• 2-1/18"' 2-1/16"• NOTES:
EXTERIOR _ 1/4" 1/4° 114" 1.ALL DIMENSIONS
G] MAX. MAX. MAX. SHOWN ARE BASED
r r SHIM EXTERIOR _ r SHIMTERIOR SHIM ON MIN.ALLOWED.
EMBEDMENT: T 1I I 2.METAL OR WOOD
SEE TABLE A, JJ I 1 SUBSTRATES MAY BE
USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYR, SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
DIAGONAL O.C.!S
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD '
Aw WOOD INSTALLATION i3w WOOD INSTALLATION C,v METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHOR TYR, 2X WOOD WOOD ANCHOR TYR, 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHOR a. ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, TI IE METAL SUBSTRATE
1(1/4"MAX.)Z r SHEET 1 _ I SHEET 1
.,,... 1
T (1/4"MAX.) :. (1/4"MAX) .
EXTERIOR I EXTERIOR EXTERIORT EMBEDMENT:SEE
2-1/16"' 2-1/16"' �2-1/16"• TABLE A,SHEET 1
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
ME SILL
WOOD INSTALLATION ME SILL e WOOD INSTALLATION ME SILL �M TALC INSTALLATION
EMBEDMENT:SEE
TABLE A.SHEET 1
EMBEDMENT:SEE
TABLE A,SHEET 1 �I EDGE DISTANCE:
SEE TABLE A,
EMBEDMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED
TABLE A,SHEET 1 ~I EDGE DISTANCE: SEE ANCHOR as oomplyI with the Florida
2X WOOD EDGE DISTANCE: O SEE TABLE A, NOTE 4,SHEET suilding oAde SEE TABLE A, 2X WOOD O SHEET 1 NOA-No. 16-0629.06
TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR Expiration Date 02/1712020
NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1116"'
SMS ANCHOR TYP., Dy
2-1116"' SEE ANCHOR NOTES MiamrD. roduet Central
WOOD ANCHOR TYP., 2-1/16"• &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYR. MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS
&TABLE A,SHEET 1 BEYOND THE 1++�+ 1-YN•N
EXTERIOR O EXTERIOR �^l7 n//((n/f i
EXTERIOR METAL •..... .....
�j 1/4"MAX.SHIM SUBSTRATE '
v 1/4"MAX.SHIM
114"MAX.SHI No,56705
E 2-TRACK FRAME JAMB P 3-TRACK FRAME JAMB efih 4-TRACK FRAME JAMB
Ow WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION
-n . 6T �F
i070TECNN0100YD- ANCHORAGE DETAILS =�?;,
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Si°`"ssi°'� - — o"'v "" A.L1'NtJ MILL'EF1,P.E
JR o- �� CERT.OFAUTH.#29 9B ' saan0 NTS 12 d 22 PGT0130 B P.E.n sa705
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS SEE TAB
CONCRETE CONCRETE LE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PER TABLE TABLE A,SHEET 1
A,SHEET 1 2-1/16" PER TABLE 2-1/16"• PER TABLE 2-1/16"' ON MIN.ALLOWED.
A,SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS
EXTERIOR "�.,;.. •..;: .:'.1 .. _ MAX. MIN 4"(HEAD&SILL)
a iI 1 — j - SHIM OR 6"(JAMB)SEE
1.
EMBEDMENT: 1/4" EXTERIO� L 1/q" EXTERIO� DDETA S,SHEETS
SEE TABLE A, ---JJJ MAX. � MAX- M
ji
SHEET 1 SHIM SHIM Y
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
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
NCCK E ME HEAD 4a NCK EI ME HEAD NCK EAME HEAD
CORET INSTALLATION B CONCRETE INSTALLATION CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTES SHEET NOTES NOTE 5,
1(1/q"MAX.) SHEET 1� SHEET 1�
E 1 MAX.)(114 (1!4"MAX)
XTEROR T EXTERI.OR EXTERIOR 1I
Eau CONCRETE
2-1l16"' — 2-1/76'• �2-1/16 PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 �I
EMBEDMENT:SEE
TABLE A,SHEET 1 --I EDGE DISTANCE:
EDGE DISTANCE: PROPERLY SECURED SEC-TABLE A,
EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, SHEET 1 PRODUCT REVISED
1X WOOD BUCK TYP., as c 1ying with the Florida
TABLE A,SHEET 1 TYR.SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Build.9 Code
PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1 NOA-No. 16-0629.06
SEE TABLE A, SHEET 1 + 2-1/16'
1X WOOD BUCK TYP., Expiration Data 02/17/2020
SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR 2-1116"'
By
SHEET 1 TYP.,SEE ANCHOR I
2-1/16"• PROPERLY SECURED NOTES&TABLE A, Miami-D roduot control
CONC./CMU ANCHOR 1X WOOD BUCK TYP.,
SHEEP 1 I
TYP.,SEE ANCHOR CONCRETE
SEE ANCHOR NOTE 3, CONCRETE
NOTES 8 TABLE A. SHEET 1 OR CMU I
SHEET 1 CONCRETE OR CMU EXTERIOR PER TABLE
EXTERIOR OR CMU EXTERIOR PER TABLE \, ,I +
A,SHEET 1 A,SHEET 1 1'Nh' �i
n II PER TABLE ti` C........... /(
V 114"MAX.SHIM �{It- Jl Gcntsr•',.F;
A,SHEET 1 V 114"MAX.SHIM --I E. j
1!4'MAX.SHIM I--- �1_;' .•;,-_
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB No.58705
4-TRACK FRAME JAMB
CONCRETE/CMU INSTALLATION He CONCRETEICMU INSTALLATION Ic CONCRETE/CMU INSTALLATION - (/,�(/ R y/, -
.-DY Oab: Tbvbl. a"+"Nws -(". _ G,'V�1V 1 = I
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t
i
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE
SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, _ `_ (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED
SHEET 1 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE SUBSTRATES.
DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR
26 ( SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK
EXTERIOR SHEET.1 ADAPTER CONCJCMU AND P-HOOK
PHOOK WOOD ANCHOR TYP., fl ";''':•:':,+•.' .' ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES C7 P-HOOK ;' ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
EM
&TABLE A,SHEET 1 CONCRETE OR GEDMENT:SEE E ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE ABLE A SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A.SHEET 1 ILLUSTRATION,SHEET 9)
E P-HOOK FOR USE WITH FLAT SILL RISERS a P-HOOK FOR USE WITH ANY SILL RISER
PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1 A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYR, P-HOOK MOUNTING
SEE ANCHOR EMBEDMENT SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
:
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ANCHOR NOTES&TABLE
_ .. :.,:....,,..,.; , ,_ .::, A,SHEET 1
SUBSTRATE - 26 &TABLE A,SHEET 1 EMBEDMENT: y " '" (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9)
ILLUSTRATION, ,`-,:'�
EMBEDMENT: SHEET 9) SHEET 1 �. 26
SEE TABLE A, EDGE DISTANCE:SEE yam,
SHEET 1 TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE
30let 30 Eg
PRODUCT�REth the Redd.
P-HOOK SMS ANCHOR TYP., NOA-No, o 0
SEE ANCHOR NOTES EXTERIOR P-HOOK CONC./CMU EXTERIOR 16.0629.06
&TABLE A,SHEET 1 ANCHOR TYP.,SEE Expiration Date 02/1 7120 2 0
ANCHOR NOTES&TABLE
(ALSO SEE TYP. ey '
ILLUSTRATION,SHEET 9) 2.693"MIN. A,SHEET 1 EDGE MIN. Miam' roduct control
EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS#19,#21,#23 OR#25, Kc PARTS 919,#21,#23 OR 425, •.`'�,� ,:;NN rt,�`'r�
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ��'+`�. "" •.�C� ',
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT :a�,:•'•��Gr_•plg�: -.
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY _ A.
rl�.5aros
Rawe BY Ocfa A pxrye'o, —•' •• :.%JJ;
fo7o7ECNNaoorortvE GE DETAILS 6T A oma R.— ,FCORIG ;
N.VENICZ FL 30275 me !:, '•.. °'•' ij �
n^ - SERIES 770 ALUM.SGD-LM IMPACT i l l "
orsJ `NZ0 rmawer a9:.• ® s.a.+rde: sew sm,. -r - tt.LY�JtII II.LER;P.E.
JR 1Wf0/14 cENr.oPau7re,rnzss SGD-770 IYTS i4 d 22 PGT0130 B P.EX 66705 I
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
HEADER DETAIL'A', MAX. NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS'AV&'Ac', WIDTH INTERIOR
SHEETS 12&13 _ "%
NOTES: - EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL 1
PANEL CONFIGURATIONS AS 90°
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
TABLES,SHEETS 6 8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DEfAIL'N2',
PANEL HEIGHT AND WIDTH.SEE TYPE QS' AS' TEE SHEET 19&CORNER
A' K' ANCHORAGE SHEET 11
SHEETS 18&19 FOR SECTION NOM. MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX. PANEL
MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL ! WIDTH TYP. DLO PER 'M',SHEET 19
2)(1)LOCK(ITEMS 75&107.110)AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-3 1-3
KEEPER(ITEM 103)AT FRAME JAMB �.r�
ORASTRAGAL. ,� JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE X 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X 'GW&'Ge,SHEETS 12&13
COMBINATIONS PER DP/ANCHOR
TABLES. 90, DLO WIDTH=NOM.PANEL WIDTH-7"
SILL DETAIL'D',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT DOOR UNIT HEIGHT-1.866"
'Dw'&W,SHEETS 12&13
SILICONE HOT-MELT BUM
STRUCTURAL
SILICONE STRUCTURAL SILICONE 3/16"NOM.
BYOTHERS POLYISOBUTYLEN 1/4'NOM. FOAM
WITH DESICCANT WITH
DESICCANT
EXT.GLASS EXT.GLASS
#8 X 1'
#10 X 1-1/2" PH SMS
PH SMS
INT.GLASS INT.GLASS
,za KODISPACE 4SG TPS ,z5 SUPER SPACER@NXTTM
PRODUCT REVISED
ALUMINUM as complying with the Florida
REINFORCEMENT POLYISO- DESICCANT FILL AREA Building Code
How-tlo. 16-0629.06
PANEL CORNER FR CORNER auNLEE
5/16'NOM.
AME SEAL a 6116'NOM. Expiration Date 02/17/2020
DETAIL DETAIL BUTYL& ROLL-FORMED SILICONE SEAL By
DESICCANT FOAM STAINLESS STEEL Miami ad r duct Control
EXT.GLASS
Part# Description Material EXT.GLASs :.
124 Kommer ing 4SG TPS Spacer System
125. Quanex Super Spacer nXr with Hot Melt Butyl See this "` s^ '•`'; '"-
126 Quanex Duraseal Spacer Sheet for TNT.GLASS INT.Guss
Materials i:,.stts
127 Cardinal)L Edge Spacer ,ze DURASEALO SPACER +z7 XL EDGET SPACER
REFERENCE TEST REPORTS:FTL-8717,8968&8970
Issros¢o1s 9 ADDED SPACERS. 1070%roLGGYDRIVS ANCHORAGE DETAILS/EXAMPLE ELEVATION '
N.VEN/I FL9U75
,e . wz- r /,,,/,ga,� SERIES 770 ALUM.SGD-LM IMPACT
ft-_r a 0.� — Ste — A.LYNN MILLER,P.E.
JR 10/10114 CFRT.OFAUTH.A7BP9B ® SGD-770 HITS 15 n 22 PGT0130 B RE.1158705
CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
r r—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
)( HEADER DETAIL'A',SHEET t8; MAX
/FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL'G3',SHEEP
L INSTALLATION DETAILS'Aw'&'Ac', WIDTH SHEET 18;INSTALLATION DETAILS'L1'8 18;INSTALLATION DETAILS 18;JAMB
INSTALLATION DETAILS
DETAILS'GYP&'Ge. L2,SHEET 19 'AW&'Ac',SHEETS 12&13 SHEETS 12&13 TYP Gw'&'Gc',SHEETS 12&13
SHEETS 12&13 (-� / 90° '
EXTE IOR INTERIOR
JANE PANEL PANEL PANEL
T�
TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL
'L' 'D' 'A' APE TYPE TYPE APE 'M',SHEET 19
MAX. CS' OS' MAX.
ER
NOM. / / UNIT UNIT HEIGHT DE AILN OUTSIDE SHEET 19&
PANEL HEIGHT
IG T SILL DETAIL / PANEL / PER
WIDTH TYP. 'D',SHEEP CORNER ANCHORAGE
MAX. PER SEE TABLES 18. MAX.I / SEE SHEET 11
DLO NOTE 2, 1-3 DLO WIDTH TYP. TABLES
TABLES 1-3 INSTALL PER NOTE 2, 1-3 INTERIOR
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15
'Dw'&'DC', EXTERIOR
O x x1�3 SHEETS12 a NOM.PANEL
&13, X X WIDTH TYP.
( X X PER TABLES
I 1-3
MAX.UNIT WIDTH � MAX.UNIT WIDTH
SEE FRAME&
PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90'OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1 & INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
L2,SHEET 19:�, 1 INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13�
HEADER DETAIL l l
J ETAIL'H2',SHEET P-HOOK DETAIL &'K',SHEET W,SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET
'Hw'&'Hc',SHEETS 12&13 'Jc','Kw'8'Kc',SHEET 14
DETAILS'BW&'Bc', DETAILS'W&'I-',SHEETS 12&13 18;INSTALLATION DETAILS
SHEETS 12&13 'Cw'&'Cc',SHEETS 12&13
MAX.UNIT WIDTH �' MAX.UNIT WIDTH �—
il
PANEL PANEL PANEL PANEL I rEL PANEL PANEL PANEL
I
TYPE TYPE TYPE TYPE i TYPE TYPE TYPE PRODUCT REVISED
'R' 'L' 'M' 'F 'F' 'F 'P' MAx BuildingICo ith the Florida
MAX.UNIT NOM. NOM. UNITNon No. 16.0629.06
HEIGHT PANELz j PANEL HEIGHT Expiration Dato 02/17/2020
PER WIDTH TYP. ��Q / WIDTH TYP. / PER 6y
TABLES MAX./ SEE PER / c s�s SEE MAX. PER TABLES Mlaml-oa fo uet coot of
1-3 DLO TABLES 1-3 o a I DLO TABdES1-3 1-3
NOTE 2, OTE 2,HEIGHTSHEET15 i SHEET15 HEIGHTo xx x i x x o
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;�✓ EXAMPLE:XXXO SILL DETAIL'F,SHEET 18; - J
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4 TRACK,BY-PASS) INSTAFw&FcL SHEETS 12&LATION 1LS
13 u 6 (b
'Ew&'Ec',SHEETS 12&13
fllvBdBy. Gels R°N°Iau: 8.,,.�Nn: '
10707ECNNOLOGYDRNE EXAMPLE ELEVATIONS -'-`•:'.`'' " J
flewA By. Nnc FeMsbu: •. ....
N.VENICE.FL 34275
emBr. 1' "E"
/eat/.asa.teoo SERIES 770 ALUM.SGD-LM IMPACTSam: — A-LYNN MILLER P.E.
JR e �t CERi.OFAUTH.l92M6 G SGD-770 NTS 16 d PGTO130 B RE.#5B705
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE AS ASTRAGAL ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXTCORNER INT CORNER EXT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECENER 35 RECEIVER
OUT IN STILE W/HANOLE BOX OU7 BOXIN WIHANDLE W/HANDLE W/HANDLE WI HANDLE WIHANDLE W/HANDLE 90 RECEIVER W/HANDLE W/HANDLE
TYPES #„e #1tt+18 #31 #31
—rcm —� tt1
20
tt,,s #s, ttt,a tt61 u6Y a61 us1
SINGLE a�:tj-
OUT F PP K TR TQ TC TA TV TW
INTERLOCK
51 B E P A eC (C
INTERLOCK SINGIC SQ . SC SA SV SW
LE
FIXEDRR R S S
STILE (naxov0 /aoxw) FC FD FV FW
STILE
LOCKSTILE D A/9 J J
W/HANDLE M�/(
(soxoun (ecxw)
11J ASTRAGAL / p PANEL NOTES:
BOX OUT Lfl
W1HANDLE eaxolm 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
ASTRAGAL Lf J� SIZES&DESIGN PRESSURE.
w BOX IN !V LEFT 41NTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J W/HANDLE (e Xw) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�—• ASTRAGAL T U STILE �L EXTERIOR STILE AND ARE NOT AVAILABLE.
BOX OUT / 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES
Bo"OOn maxwr) (#61),CORNER RECEIVER(#118)AND EITHER
F— PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
LL ASTRAGAL T U EXTERIOR(#119)OR INTERIOR(#120)CORNER
LLI Box IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
J /�1 (Boxnv) (9oxu0 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES
INTCORNER RT CI
90 LOCKSnLE (#69)AND CORNER ADDON(#31).
J WI HANDLE Epp 232"
w EXT CORNER /y SILL RISERS OPTIONS 232- '��
z 90LOCKSTILE 1 1T QS /
Q W/HANDLE#1 t �G �-I I� 232" En
EXTERIOR
a EXT CORNER �'��'1��\,,,1fff ^^ EM� �I 232' EXT R I ,062" a .062"
90 RECEIVER CT / "J I 4,055'
1 E.EWHAND VVV VV �2" 5'
#118 "INT CORNER W81 AT AS DF 1.567'�2"
90 RECEIVER
#1,8 PRODUCT REVISED
WI HANDLE
#118 as comp)ying with the Florida
ExT CORNER �'+ SILL RISER,FIAT' OSILL RISER,FLAT @SILL RISER,FLAT OSILL RISER,FLAT Building Code
90RECEIVER. CF 1e"FLUSH 1-W" (B
LOW,2-1/2" 22 MEDIUM, 24 HIGH,4" NOA-No. 16-0629.06
.750"
EXT CORNER #31 750" ~1 f� Expiration Data 02/17/2020
135 CORNER
VT VS VF EXTERIOR By
W/HANDLE y81 --�I I� '750" EXTERIOR .082` Miami-Dad raduct Control
INTCORNER #31 EXTERIOR EXTERIOR I 662•
35 RECEIVER WT WS WF / 0 1 .906" a 5. 4.055"
W/HANDLE #51 2.555" �. :)•
3,30
.082° ,
U
1.587" +ykjz J.
19" I3ERZBOXI' 21 LSILL OW, ER,BOX Oz3 SILL RISER,BOX 25 HIGHRIISER,BOX
FLUSH •, .� =
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8ur
1070 TECHNOLOGYORIVE PANEL TYPES . '"�'0"•,.•�'... -
MVEN/CE,FL31275 _ �:•�:+::i '-".
R.wa Bl. �,. RMYmr. (9P1"8p.1600 SERIES 770 ALUM.SGD-LM IMPACT
pmm e/- oam: cn.dme.o.ac m a"6ipAhi R.,: A.LYNN#58705,P.E.
JR 10/10/14 CERT.OFAUTH.429296 SGD-770 NT3 17 d 22 PGT0130 B P.E1F 58705
ASSEMBLY DETAILS
- 106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR IN51-ALLATION DETAILS)
OR 81 105
FULLLUCK PART'
t4 106 OF JAMB GTH to 75 810741 17
5 60 OR 61
60 OR 61 18 6
G1 fi0 OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
r6:'LONG OPERABLE LoCKP f13W/RETAINER#106 PANEL) so PANEL CLIP 75&te7-1
(SHOWN WITHFIXED PANEL TO LOCKPART SEE DETAIL G2
THE INTERIOR) EXTERIOR 103 113 75&107-110 103 FOR FIXED 5 103
60 OR fit
PANEL CLIP
EXTERIOR
14
15 5
.If 112 16
17
#t0 X 3l4- 123 FULL LENGTH 40 Ci4 60 OR 61 '
OFJAMB 2-TRACK JAMB 2-TRACK JAMB 5f ERIOR EXTERIOR n E�PIOR �EXTERIDR
SMs,X 3 CLIP 980 OR 9105 51 52 W/SCEEN �V/ t7
6"LONG CLIP
RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
@ --- (SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH
MIDSPAN B0 FIXED PANEL TO H1 OPERABLE PANEL) FIXED PANEL TO It FIXED PANEL TO 12 OPERABLE PANEL)
a EXTERIOR Z
THE EXTERIOR) 63 THE EXTERIOR) THE INTERIOR)
v EXTERIOR
p
1
3 I 4
5 113 5 113 5
69 EXTERIOR 69 EXTERIOR 89
- H
EXTER a a
a
SHOWN WITH
-,t,3-TRACK da4-TRACK MAX.UNIT
OPT.SC EEN A FRAME HEAD CREEN '�V FRAME HEAD FRAME HEAD HEIGHT PER
TRACK TABLES 1-3
PRODUCT REVISED
53 69 69 - 69 Building ICodeWlth the Florida
EXTERIOR EXTERIOR HOA-No. 16-0629.06
52 51 72 OR 73 � 72 OR 73 72 OR 73 Fxpiration Date 0 211 7/2 0 2 0
46 tt 113 9 10 By
i1 11 Miami-0af roduct Control
48 47 0 8
EXTERIOR 112 5 113 113
®2-TRACK W/SCREEN (0)3-TRACK ®4-TRACK z`
D FRAME SILL E FRAME SILL F FRAME SILL
'ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE, {t' ;
xr„der m� xsVc iar< c„wsm,. --s T=O�' .•-�.
10707ECNNOLOGY DRIVE VERTICAL SECTION DETAILS
emvadBY' N .: ...
A VENICE,FL 34275 ix:
W„dW x� w«max SERIES 770 ALUM.SGD-LM IMPACT `,"
teat}aeo-tsad
�° a"+arxo. w. A.LYNN MILLER P.E.
O1a"�"' �1' G'OdfDr a'O°�" CERT.OFAUTH.#Z9296 a s�o-nd NTS 18 A22 PGT0130 B P.E.#56705
JR 10110114
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR
5 4 61 113 118
*EX�TERIOR
7
28 63 113
11
27 63 2g 103
62 111 63 60 OR 61
60 OR 61
14 65
29 120
5
65
EXTERIOR 117 fit , 90° EXTERIOR
VEXTERIOR INTERIOR EXTERIOR
®P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS a 90, � INTERIOR
K
J (EXT.OR INT.MOUNT) EXT.MOUNT ONLY
LOCK PART 60 OR 61
LOCK PART LOCK PART 75 8 107-11
75 s 107d1p 75 8 107-11 6- 5 ®INTERLOCK
M
14
713
nnTERIOR
60 61 61113 113 EXTERIOR 103 119,•EXTERIOR 7
67 68
da STANDARD ASTRAGAL#67 16-El-,H EAVY-DUTY ASTRAGAL#68 6EI,,90'OUTSIDE 90'INSIDE
L1 WITH STANDARD STILES 60 V WITH EAVY-DUTY STILES#61 Nt 2 TRACK SHOWN N2 2 TRACK SI OWNER 'ITEM 61(HEAVY-DUTY
STILE)SHOWN,ITEM 60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR i
31 LOCK PART
' 75 8 107-110
4 INTERIOR
g 4 INTERIOR
135° 6 PRODUCT REVISED
as comp)y�ng with the Florldn
8ulldln9 Code
NDA-No. 16-0629.06
11 Explmtlon Date 02/17/2020
7 BY /
14 5 81 32 135° MIam1- Product Control
103 E
61
,U,.EXTERIOR 6132
11 5 i
LOCKPART 31 103 61 �EXTERICR 7 '�' /: '•
758107-110 14 ®135°INSIDE CORNER
02 2-TRACK SHOWN
®135°OUTSIDE CORNER
of 2-TRACK SHOWN
RwN Bl 0°4 fleWbnr ...-.
,,� �,� x.um. 10707ECHNOLOOYMM HORIZONTAL SECTION DETAILS,CORNERS j
R VENICE,FL 34275 4� '.•''. „ ,.
(841)4861500 SERIES 770 ALUM.SGD-LM IMPACT
_
ER,P.E.
&^r °'°`�°^•° �' A,LYNN MILL
RJR f0/10/14 a�a CERT.OFAU7N.Yzerss ® SOQ770 NTS 19 n 22 PGT0190 B P.E.858705
i
F
Item pwGT# PGT# Description Item PGT PGT# Description NOTES:
Dwg.# 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 61 47328 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66.78,84-99,
3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE -
4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 17N 71729 SILL END WEATHERSTRIP PAD
6 11317 61T31T FRAME HEAD/d4MB ADD-ON 65 17328 017328 NTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 W304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3116"MASONRY
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @$4'MAX.O.C.
9 17307 817307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL
10 17310 61 T310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X 1"X3/4"HIGH FIN SEAL OUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 81W 78163X TANDEM ST.STL.ROLLER ASSY.
13 17310 617316 FRAME SILL SCREEN END ADO-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACKJAMB 74. SLICONE DOW399,DOW-9950R 0E-7700
15 17302 617302 2-TRACK JAMB WRH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE .
16 17301F 617308 3-TRACK JAMB 76 7103=FPFX #1032 X 1"FL.SS SCREW W1 TYPE"F'TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT
18 17322 617322 SILL RISER-FLAT,FLUSH,1.1/2" 79 17357 617357 1"IG BEAD
19 17319 617319 Sfl1 RISER-BOX FLUSH,1-1/2" 80 17359 617359 7/16"BEAD I FIXED PANEL CUP
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 81 17360 617360 9116"BEAD
21 17318 61731E SILL RISER-BOX LOW,2-112- 82 1224 6TP247K VINYL BULB WEATHERSTRIP
22 1 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 83 61745 1745 LOWE NO,VT X 1116"SGL SIDE ADH.TAPE,POLYETH.
23 17354 617354 SILL RISER-BOX MEDt1M,3-IM- 100 BD52 48052 ROLLER ADl.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4" 102 1696 1 71695 OUSTPLUG
26 17333 617333 POCKETP-HOOK 103 B186 78186X 1"KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SOKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET RNOOK MOUNT 105 17344 617344 I'VED PANEL CLIP-6"LONG
29 17335 617335 P-HOOK COVER 106 17352 617352 FDED PANEL RETAINER-9/16"
30 17348 817346 POCKETP-HOOK FOR BOXRISER 107 1739 71739 HANDLE KIT-INTERIOR RAISEDWRH THUMB TURN
31 17378 617371 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
32 17376 61737s 135 FC4=
D MOUNT 109 1731 78162SN HANDLE KIT-RECESSED NTERIOR WITH THUMB TURN
ITEMS 4053 ARE SCREEN PARTS: 110 1732 70178 HANDLE KIT-RECESSED EXTERIOR PULL
40 4319 012258 SCREEN SIDE RAIL-LOCKSTILE ill 710X34PPSDAX910 X3/4"PH.PN.TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67SIB WSTP,.27GX.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64056 .187"X 230"FNSEAL
43 8152 88152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 910 X 1-172"
44 4428 84428 SCREEN DOUBLE INTERLOCK 115 710XPPT 410XI' PRODUCT REVISED
as complying with the Florida
45 4117 - 612256 SCREEN TOP RAIL 116 720XlX 914-20X1"S.S. Building Code
46 4318 612257 SCREEN BOTTOM RAIL 117 720XI12X 414-20 X 1-1/2"S.S. NOA-No. 16-0629.06
47 668 7SRAZ STANDARD ROLLER I la 17336 617338 90 DEGREE CORNER RECEIVER Expiration Date D2/17/2020
48 868 7SRAX STANDARD ROLLER-ST.STIL 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL BY
Miami- a roduct Control
50 17349 617349 OMT SCREEN ASTRAGAL ADAPTER 123 17352 817352 FIXED PANEL RETAINER,7/8'
51 1692 61692 SCREEN SPLINE-.165"
52 1694 01694 SCREEN SPLINE-.150"
53 61616C20 SCREEN CLOTH
54 f725 1/2"X4"X 1116"SET.BLOCK,NEOPRENE 85 06 -
55 1726 1"X4"%1/16'BET,BLOCK,NEOPRENE 85+1-5 ,
1070TECRNOLOGYDRIVE ARTS LIST -.:,".,. `_.~.•.
G' ovs N.0TECH O342T6
RIF SERIES 770 ALUM.SGD-LM IMPACT ;.:..
N.V FI 60.1600
o�.n ey sr r °1Op' 0ri/irx' — A.LYNN MILLER,P.E. I
JR 10/10/14 CERT.OFAUTM A29296 6(34770 IVT$ 20 d`� P3T0130 B P.E.#58705
5.069" 8.562" 1.36"
0.080" 1.311"LJL-A I--
1,872"
1.211" 1.505"
0.081" 0.062" -- 1.019"
0.0811, Oj 2-TRACK HEAD 1U 4-TRACK SILL 0.081"
(6063-T6 AL) (6063-T6 AL) C. STILLEEEN
6A98" I (6063-T6 AL)
6.198" ►� 6.526" 5.069"
1 1 j L 0.080" 1.045"
1 2i 1" 1 50511
0.062"
0.081" zO2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB SCREEN
45 TOP RAIL
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRACK JAMB Wl
6.221" 15 SCREEN TRACK
0.080" -LiLi-T (6063-T6 AL) -�{ 1.36" I
-fT L
2 "
1.505" I Fes- 0.875"
1. 11
y -y 1.36" +-
_L I 1.993"
rMF
0.081" O 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK L 0081" 0.062"
(6063-T6 AL) (6063 T6 AL) . SCREEN
BOTTOM RAIL
9 142" (6063-T6 AL)
4.49" 0.081"
� 0.080"
nT, ,I211" 1.505" 7.105"
}
0.0811, O4 4-TRACK HEAD O7 9.141"
2-TRACK SILL PRODUCT REVISED
(6063-T6 AL) (6063-T6 AL)
as g In with the Florida
Building Code
NOA-No. 16-0529.06
1.514" 1 I~ 0.060" Expiration Data 02/17/2020
7--- 0.062" LI
T 0Y60" Miami- ade d Control
1.260" 0.532"
y O.OfiO" 1.516" 1.990"
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN - FRAME SILL SCREEN t';•! <„
ADD-ON 12 ADD-ON is END ADD-ON 18 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS Nn.5t:',-
OR 3116"MASONRY OR 3/16"MASONRY 17 4 JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 63-T6 AL)
eBp as RwkbN= 1070TECHNOLOGYORIVE EXTRUSIONS
N.VENICtn FL 35275 •..-
e� SERIES 770 ALUM.SGD-LM IMPACT
�"' ss.a w orn A LYNN MILLER,P.E.
JR 10/10/14 CERT.OFAU7H.#29296 SGD-770 NT.S 21 ^�22 PGTO130 B P.E.#58705
i
0.71e° 0.831" I1�-
0,752" �I 3.802" ►{ � 2.304" � 0.752" --�{ I-� 3.802"
0.574" I 0.062" I y 163.� 0.885"
0.062" 0.08 0.796"
0" J 0. 662"
RAME SILL P-HOOK MOUNTING V� 0 23P-HOOK SCREW
0.075"
(DE-COVER. tt -- 2s P-HOOK za 29 sa P-HOOK FOR BOX RISER
OTRACK OADAPTOR COVER 0.080" O
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
i- 4
.155" 4"
2.30' 1.488"
0.080" �=tz�j
1.739"
0.830- 0.062 0.133" 1.303"
1.600 1.600 mi�
.080' 1.870" I 8"
y.974" -►� 4 3.125" 0.322.44" 3.125" 0.062"
3t 135°CORNER 32 135°FIXED MOUNT eo STANDARD STILE 01 HEAVY DUTY STILE (DADA 65
(6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063T6 AL) PINTERLOCK INTERLOCK
TER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979"
3.979"
4.125" -y
-y 1.050" 1.050" 1.050"
0.075" JT[f
1.645" �1.061 1.304" 11L-!II
1.646"
I .289.045" r
-485"
0.125"" 0.281" ►- "� 3.25" -1I1 5" - .045.
s7 STANDARD ASTRAGAL ss HEAVY DUTY ASTRAGAL es TOP/BOTTOM RAIL 7a GLAZING
AEAE DI p G) eo BEAD FDCEDG st BEADLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 6063-T6 AL) PANEL CLIP( (6063-T6 AL)
(6063-T6 AL)
1.003" 1 03"
4" y PRODUCT REVISED
0 757" I 5.621" ae eom lying with the Florida
r 0.080-1 Bulttling code
0.050" 1L NOA-No. 16.0629.06
O2
FIXED Expiration Date 0 211 71202 0
toll PANEL CLIP 0.709' .893" 0.133'
0.133
3-T6 AL 1.498" " 1.498" By
(808 ) 0.080"
I Miami-0a - roduet con,
550" of
I 0.863 U(� 1
FIXED PANEL
0.709" 123
ORETAINER.7/a" t20 90°INSIDE CORNER ASTRAGAL
0.080" --4 (6063-T6 AL) 2'826" tis 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
FIXED PANEL Its 90°CORNER RECEIVER (6063-T6 AL)
tos RETAINER,9/16" (6063-T6 AL)
(6063-T6 AL)
6 (6
_
f070TECNNOLOOYOkIVE EXTRUSIONS ? - -
N.VENICE,FL 34275 rs" •. ....• .,.:'..^
mar gym.' 194"80.160) SERIES 770ALUM,SGD-LMIMPACT �-
s`;nvore S1Oi0 A.LYNN MILLER P.E.
RJR 1W10/14 an�+.a �� CERT.OFAWR#287BB m SGD-770 NTaS' 21" a122 PGT0130 B P.E.p 58705
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