HomeMy WebLinkAboutNotice of Acceptance (3) i
M IAM IDDADE MIAMI-DADE COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 i805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)1315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ). I.
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 Itheir jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series "SGD-770"Aluminum Sliding Glass Door w/90'& 13,5°corners—L.M.I.
APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 77.0 Alum. SGD- LM Impact", sheets
1 through 22 of 22,i dated 10/10/14, with revision B dated 05/05116, prepared by in, 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.
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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 Ithe 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 COUNITY
o e Expiration Pate: February 17,2020
ApprovIal Date: August 04,2016
Page 1
File Copy
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PGT Industries.Inc. ll
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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A. DRAWINGS
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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
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1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2) Large Missile Impact Test per FBC,1 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 1
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 11/01/13, 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-5980-1?, 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. 09-082610)
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Jorge At Plasencia,P.E.
roduct,Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-1 I
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PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (coNTINuED)
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 Fined 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 05/25/15, expiring on
07/04/18.
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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.
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Jorge M.Plasencia,P.E.
Product!Control Unit Supervisor
I NOA No. 16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-2
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PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (CONTINUED)
3. Statement letter of conformance, complying with FBC-01 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.
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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 ;
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLEA:
Group Anchor Substrate Frame Min Edge Min.
INCLUDING POCKETS &900/135' CORNERS Member Distance Embedment
Concrete min.2.85 ksi) Head(S IV amb 1" 1318•
GENERAL NOTES 1 1/4'El..Ultracon Ungmuted CMU.(ASTM C-90) Jamb only 2.712" 1-1/4'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Gmulsd CMU(ASTM C90,min.2 ksl grout) Jamb only 2-112• 13/4'
2)DESIGN PRESSURES: 114'Elco 410 S.S. Concrete(min.3.35 ket) Head/SiIVJemb 1' 1314•
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 CreteFlex Ungrouted CMU, S-rM CSo Jamb only 2.112" 1-1/4•
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM Ell 300. P.T.Southern Pine SG-0.55 Head/Sill/Jamb 1' 1.395•
3)ANCHORAGE THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4•Eleo Ultracon Concrete(min.2.85 ks0 Head/SUI 1• 13/8°
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungmuted CMU ASTM C•90) Jamb only in 1-114•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,1M or410 P.T Southern Pine 3-75- 55) HeadISIIVJamb 9/8' .063
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B.S.sMs, Aluminum,eos3 75' HeadISIIVJamb 315" 0.05V
4 SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 thmads/In) steel A36 HeaNSlll/Jamb 3I6 O.oso'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel Stud,A653 Gr.33' HeadISIIVJamb 318" 0.0451"Concrete(min.3.275 ksl) Head(SIIVJamb 1-112' 13/6'
NARROW JOINT SEALANT. 114•Elco 183 S.S. UngmUted CMU,(ASTM C-90) Jamb only 2• 1-1/4'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggro-GalorI Grouted CMU(ASTM G90,min.2lost grout) Jamb only 2" 2`
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. I P.T.southem Plne(SG=0.55) HeadISIIIJamb 1'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southem Pine(SG-0.55) Haad/SIOIJamb 9/t8" t Ve
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #iz Steel SMS G5, Aluminum,60B3-T5' Heed/Sl0/Jamb 3/8" o.oe3
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (m.11 tnreadsltn) steel,A36 Headlslll/Jame are' 0.050'
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Sted•A653 Or.33' Head/SiUJamb We 0.0457
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 1XARE 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.IX AND 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 ORARCHITECT 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 OROTHER 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 EXTRUSIONS....................21.22
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TABLE B,SEE DETAILS ON SHEETS 4&5 DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED
as comp)yiny with the Florida
Glass SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL Building Code
Typo - Description(Listed from.Exterior to interloq SHEETS 6,7&8 MISSILE IMPACT RESISTANCE NOA-No. 16-0629.06
G3 7/16'Laminated:(2)Ules of 3116'HS Glass vft.090'PV6 Intedayer STANDARDS USED: Expiratlon Data 02/17/2020
G3A 9/la-Laminated:(2)Utes of 1M4 HS Glass whh.090'PVS Intedayer •2014 FLORIDA BUILDING CODE(FBC)•5TH EDITION
G4 7/16"Laminated:(2)Ules of 3116'HS Glass with.090'SG Intedayer •ASTM E1300-09 By
G4A 9/16'Leminaled:(2)Utes of 114'HS Glass wlth.090'SG Intedayer •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION Miami-;picro Product control
G5 1'Laminated LG.:3116'TEztedor Cap+3/6'Air Spars+7/16 laminated;(2)Utes of 3116°FIS Glass w1th.090'PVB Intedayer -ALUMINUM DESIGN MANUAL,ADM-2010
G5A 1'Laminated I.G.:1/4"T Extedor Ca +5/16'Air Space+7/16°Laminated;(2)Utes of3/16'HS Glass wlth.090'PVB Intedayer •AISI-S100-07/S2-2010
--- - _ -- — 6A 1'Laminated LG.:1l4 TExledor pa
Ca +5116'Alr Sce+7/16'Lemineated;2 Utes of 3118"He Glass whh.090'6G Intedayer N GLAZl=ANNEALED - --- — \\��'�pN\-L-YNN
G7 7/16'Laminated 2 Utes of3/16"ANN Glass with.090•SO Intedayer
'lam•• I;ENSF•'•,F,p ` i
G7A 9/16'Laminated:(2)Ules of 1/4'ANN Glass wllh.o90'SG Intedayer "HS"=HEAT STRENGTHENED
'T'=TEMPERED yY
Ge 1'Laminated LG.:3/16'TEztedor Cap+3/6"AIrS ce+7116•Laminated;(2)Utes of WIV ANN Glass with.09T SO Intedayer "PVB"=090"BUTACITI?PVB BY KURARAY AMERICA.INC. = No.567D5 i
GIIA 1'Laminated LG.:1/4'T Extedor Cap+511S•Alr Spate+7/16"Laminated;(2)Ules al'SlIV APW Glass with.090^SO Intedayer 'SG"=.090"SENTRYGLAe BY KURARAY AMERICA,INC. _
-10.�(' 6R16 a; I
a05rDSr10fa t ADDEDSPACERS7b SNEE715. �-•. UJ,
H7CF
vENrriLiDrtrv6[J� GENERAL NOTES AND MAP '�O ••. STATE
LORLo?.•''�u - I
s..aay, cep n". (9i"0•f60oSERIES 770 ALUM.SGD—LM IMPACT %'��C��'/Qtt...`.•�,�,
orw„ey or. e»,:aa mrc sd.emt suk w.e a..earn a.r: dM4i �tyl�F�w b�
JR 10/10/14 CER7.OFALfM 2B2BB 6G6.770 N7S I 1 22 PG7'0130 B P 1F 58705
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
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","Jc",'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 \1 131 PER TABLES 1-3 t 13 CAN BE OXXXp.
s`J Y 2 S CORNER CONFIGURATIONS CAN BE A COMBINATION
O
F ANY2STRAIGHTCONFIGURATIONS.
Jw c 1 > Jw Jc I q
MAX.UNIT 3 / 14 1 g e MAX.UNIT 13 / / to 1 i o a a 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
AX�JHEIGHT / 1a , 1'�" HEIGHT
PER TABLES 1-3 / I PER TABLES 1-3 / / i "X'=OPERABLE PANEL,
"O"=INOPERABLE PANEL,
POCxHr I POCKET I "P"=POCKET DETAIL LETTER
-J•.r---1 -1.f---� x xr=WOOD OR METAL INSTALLATION
'I PANEL 2-PANEL W"c"=CONCRETE INSTALLATION
CONFIGURATIONS 1 13 CONFIGURATIONS 1 13 L—SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7'
NOM.PANEL WIDTH ° w NOM.PANEL WIDTH c DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
PER TABLES 1.3 1 3 PER TABLES 1-3 1 3 1 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
w Jc I �- 19 t
Jw 14
tc s s 1 ioI MAX.UNIT c 1s 1 ih
�GUHTIT 1 13 1a 1s i ��zi HPIERT 1 19 ,9
PER TABLES 1-3 1,,& x
I4;Ep TABLESI3
POCKET I POCKET
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
12 13 1 3 2 3
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH c ec NOM.PANEL WIDTH PRODUCT REVISED
t2 13 1 13 1 t3 PER TABLES I3 Building lCn9wlth the Florida
- o
PER TABLES 1-3 de
1 3 NOA-No.- _16.0629.06
14 c I 1 1 13 Expiration Date 02/17/2020 -ff
By
14MAX. NIT mlMAX.UNIT / j i a HEIGHT / 19NOTE Mla - Product control
HEIGHT 1s 1 19 1s / Ij°a PER / 19 ` 2.THIS
PER TABLES 1-3 — - --� / - - - i - -TABLES 1-3 / / SHEET. - -- -— -
I ss
Ia
RIOR
5-PANEL CONFIGURATIONS ,3
TYP. ,
(OUTSIDE CORNER SHOWN, U4
INSIDE CORNER SIMILAR)
••.•,�_•;. � is .�z.:..
R, r. 107a7, Na ocrD EXAMPLE CONFIGURATIONS
w N.VENICI;FL 31275 tme .•'�•�..•.....•• {a ,
P� w SERIES 770 ALUM.SGD-LM IMPACT
�w�50-leoa
A.LYNN MILLER P.E.
°jRr ipryry14 a °oa cERr oPauTH azaase ® sco-no IYTS 2 +22 P0T71130 B P.E.#58705
EXAMPLE CONFIGURATIONS
MAX UN
IT NIT WIDTH= CONFIGURATIONS NOTES:
356-TEST"0—UN HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1l4"@ 120'HEIGHT I LOCATIONS USING DETAIL"Jvf,'Jc",'Kw'OR"Kc"INSTALLATION.
NOM.PANEL WIDTH Ac tw 1 1 EXAMPLE:4-PANEL X(XX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,p)D=ORXXXXp.OXXX IN POCKET CONFIGURATION
—���---j CAN BE OXX(p.
c 3 1s 1s 19 1s 1 1 i 1 2)90"&135'CORNER CONFIGURATIONS CAN BE A COMBINATION
c
MAX.UNIT i3 OF ANY 2 STRAIGHT CONFIGURATIONS.
� 1 9 9 19 / i tin iln °a y
HEIGHT,
I 96"OR120" 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
/ / / / / / IaT
a �1 "X=OPERABLE PANEL,
POCKETI h "O"=INOPERABLE PANEL,
'p"=POCKET
6-PANEL CONFIGURATIONS
1 3 DETAIL LETTER
MAX.UNIT WIDTH r1=WOOD OR METAL INSTALLATION
"d'=CONCRETE INSTALLATION
NOM.PANEL WIDTH A Ac c cc SHEET NUMBER
PER TABLES I-3 13 s 1 1s
in� J i DLO WIDTH=NOM.PANEL WIDTH-7'
1s 1e s 19 t 1s 1 i DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
im. tin
1 13 9 19 1s 1a a 1 mar PANEL HEIGHT=DOOR UNIT HEIGHT-1.866'
MAX.'UNIT
HEIGHT
PER TABLES 1-3
POCKET
7-PANEL CONFIGURATIONS
13 2 1
MAX.UNIT WIDTH
NOM.PANEL WIDTH w Ac c PRODUCT REVISED
_ PER TABLES 1-3 1 1 13 as complying with the Florida
_ Building Code
s`r--- - NOA-No. 16.0629.06
19 19 19 1 Jw Jc
Expiration Date 02117/2020
It
19 19 9 19 19 9MAX.UNITHEIGHT
1 1 19 L e y
PER TABLES 1-3 /
8-PANEL CONFIGURATIONS
1 1 1 3 3
o.� 1070TECtwOLOGYMNE EXAMPLE CONFIGURATIONS %�:;:=`.;%-:I '+ •'`••'
(941)-480-1600 SERIES 770 ALUM.SGD-LM IMPACT
om n sy:am owe�aa as: ® r i..um r mM: e..e a...min ar. A.LYNN MILLER P.E.
JR 10110114 CERr.oFAWH.e292se SGo6770 NTS 3 a 22 PG70130 B P.Ex 58705
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"HIS GLASS
.090'PV8
090"PVB 090"SG 3116"HS GLASS
3/16"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS
82 82 —
83
EXTERIOR 3GLASS EXTERIOR 3GLASS
(�-� 124 127 3/4"NOM.
BITE, `3 BITE GLASS
BITE
EXTERIOR
80 80 a
79
54 54
55
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.
3/16"HS GLASS
1/4"HS GLASS 1/4'HS GLASS . — PVB
'090"XB .090"SG 3/16"HS GLASS
114'HS GLA 1/4'HS GLASS 74 5/16"AIR SPACE 74
1/4"T GLASS
B282 '
83
3/4"NOM.EXTERIOREXTERIOR 3/4°NOM.
GLASS 124127 GLASS
BffE BITE PRODUCT REVISED
EXTERIOR as eomp�ing with the Florida
81 81 a Building odde79 _ _ , _ 16-0629.06
54 Expiration Date 0 211 7/2 0 2 0
55
By
Mlam a Product Control
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
GLAZING NOTES: --
"ANN'=ANNEALED
"HS"=HEAT STRENGTHENED
"T"=TEMPERED 7:u,50705
"PVB"=.090"BUTACITE PVAY KURARAY AMERICA,INC.
6glb :: :
"SG"=.090"SENTRYGLAS;'BY KURARAY AMERICA,INC. —,�7j;�' f•tL iI^ ,(.a
w+mey.er. a05m0 521B' 4 wBADDED
.da,c DEDSPACERS
Aer• e mc"Noc �oG.e�LpQmAZ
tING D"ET'AIL.Sforoonrrve
041MOO-1600 SERIES 770 ALUM.
SGD-LM dIMPACT
T.oPnrt .:tomA..L'•Y.` P�.'P•'..'E CER
.a er _" a P.F#58705R hfoca11
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i
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GLAZING DETAILS (136, G6A, G7, G7A, G8 &G8A)
1"NOM. 7/16"NOM. 1"NOM.
3116'HS GLASS 3/16"ANN GLASS 3/16'ANN GLASS
.090"SG .090°SG
3/16"HS GLASS 090'SG 3I16"ANN GLASS
3/8'AIR SPACE 74 3116°ANN GLASS 74 3/B'AIR SPACE 7q
3/18°T GLASS 3li6"T GLASS
82
83 83
124127 314"NOM. EXTERIOR 3GLASS 124 tz7 3GLASS
GLASS a BITE BITE
BITE EXTERIOR
EXTERIOR
a
79 go 79
54 5
55 5
V 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.
3/16'HS GLASS 3/16"ANN GLASS
.090"SG 1/4°ANN GLASS .090"SG
3116"HS GLASS .090"SG 3/16"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 74 6116'AIR SPACE 74
1/4"T GLASS 1/4'T GLASS
82 _
83 83
3/4"NOM.
124t27 3/4'NOM. EXTERIOR GLASS t241v 3/4°NOM.
GLASS 1`3 BITE GLASS
BITE BITE PRODUCT REVISED
EXTERIOR e6 com I Ing with the Florida
a EXTERIOR Building Code
78 et _ a 79 NOA-No. 16-0629.06
64 Erzpiration Date 02/17/2020
55 55
BY
Miami-p a Product Contra
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A
-GLAZING NOTES:----e-- _
— ----- - -- '�'.��;�?;...
"ANN`=ANNEALED - -- -
"HS"=HEAT STRENGTHENED f
'l"=TEMPERED 15c).587!5
_ "PVB"=090"BUTACITE PVEPBY KURARAY AMERICA,INC.
°SG°=.090"SENTRYGLAS�YKURARAYAMERICA,INC. rl .� w•:
R""a6y. a 6e"more° awn• ,,;-.• T?,IS ;=r;.:
JR 05=016 B ADDED SPACERS. Ej07vT-E-cHNoLoGyDRjvE GLAZING DETAILS, Br• Doer FnNawt 'E FL 3r27bSERIES770ALUM.SGD-LMIMPACT: A.LYNN MILLER P.E.
eriJR IO �" °ie' FAunt#2996 ® SG0.770 ITT.$ 5 im 22 PGTO130 B REX 58705
JR 10/f0/14
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved Maximum DP for all sizes:+601-60 Sill Height to Max.(+)DP
configurations on Sheets 2&3) (May be limited by Table 1A) (Water Infiltration Rating)
For comer astragal anchorage on 90°or 135'comer unite,see sheet 11 Sill Riser Height (+)Design
Table Iles to Glass
Door Unft Height (Flat or Box,see pressure, f
90' Sheet
Types 3,3A,5,5A,7,7A,9 BO 64" 96"
&8A and the Stile/Astragal 69-/8 5- 8'DLO 73.7/8"DLO 79-7/e°D O 6 Flush-1-1/-1/7' sea note 3
types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Low-2-1/T +46.67
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-31/4" +60.0
Head/Sill17- C4+1 +1 C4+1PC-44+1
C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 High•4" +60,0
24" DLO Jamb 8 8 8 8 e 8 9 8 8 8 B B 8 8 B SEE NOTES 1-3
7-hook 6+7 6+7 6+7 7+8 7+8 7+8 7+8' 7+B 7+8 7+B 7+8 7+8 7+8 7+8 7+8
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1
v 30" DLO Jamb 8 8 8 B B 8 8 8 8 8 6 B 8 a 8
P-hook 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8
c 29' Head(SIII 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
i 36" DLO Jamb 8 8 8 B 8 8 a 8 8 a 6 8 8 8 a
•� P-hook 6+7 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 OH LENGTH �—
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 M7+8
G4+1 C4+1 C4+1 C4+1 Cd+1 C4+1 C4+t
Z47' DL0 Jamb 8 .8 B a a 8 8 8 a , 8 8 8 8 8 8 .O
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 W CHead/Sill 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 C4+2 C4+2 O oOH RATIO2 148" DLO Jamb 8 8 8 8 a 8 B B 8 8 a 8 8 8 8Phook6+7 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 1
FOR EXAMPLE ON USING TABLE,SEE SHEET7. J—
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 2-11T 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 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2-SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 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-10.126"
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• - 16-0629.0-
Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Expiration pate 02/17/2020
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile By
Standard Astragal Outside Comer Inside Miam-o" Product Control
Outside Corner /
Comer -
- - - - - — - -- - — - -� — -Inside — -- � - -- .,}^,•ii I: :'r:r,.''�;_-- - -- --- - — --•
Insid-eld -Car Corner
Corner •"r" •'
Part#60(Stile) Part#61(Stlle) part#119(Out) Part#61(Stile) �;,,,1;,�,; •:t%
Part 460(x2) Part#60 Part#60 part#67(Astragal) Part#60 Part#118(Corner part#120(In.) Parts#31&032 Part#61 -
Receiver) (Corn.&Fzd Mount) UC'
2l6 . ,:.=
ro7orECNNOLooyowvE DPANDANCHORAGE ........
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TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximurn DP for all sizes:+60l-60
For comer aslragat anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 2A)
Table applies to Glass Types Door Unit Height
4,4A.6,6A,7,7A 8&BA BO' �� 90" 96- 102 10B" 114' 120-
and the Sale!Astragal types 09-718'DLO 73.718'DLO 79-7/8•DLO BS7/8'DLO BI.7/8'DLO 97-718'DLO 103-710'DLO 109.7/6'DLO
shown below. Anchor Group Anchor Group Anchor Group Anchor Group bar Group Anchor Group Anchor Group Anchor Gmup
1 2 3 4 112 3 4 1 2 3 4 112 3 4 1 21314 4 1 2 3 4 1 2 3 4 1 2 3 4
eadlSlll C4+ + +1 04+ C4+1 04+1 * +1 C4+1 CA+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 + +1 C4+ +1 C4+ C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1
24' DLL Jamb 8 8 8 a 8 8 8 B 8 B B 6 B a a a 10 10 10 10 10 10 10 10 10 t0 10 10 10 10 10 10
P-hook 6*7 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+6 7+B 7+8 8-9 8+9 8+9 8+9 8+9 6+9 8+9 8+g 9+10 9+10 9+10 8+10 9+10 9+10 9+10 9+10
Head/SIII CA+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 CAN C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 0,10 C4+1 C4+1 C4+1 C4+1 CW1 C40 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1
30' DLO Jamb a B 8 8 8 8 8 8 8 a 8 a 8 8 8 B 10 10 10 10 10 10 10 10 10 10 to 10 10 10 10 10
Pfieok 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+B 7+8 6+9 8+9 a+9 8+9 8+9 0+9 8+9 a+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9-10
Fiead/Sl9 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4-1 C4+1 C4+1 C4+1 C4+1 CAN C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
e8 36' DLLO Jamb 8 8 8 8 B 8 B B a a 8 a 6 a 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 8+7 6+7rC4+2
7+8 7*e 7+B 7+8 7+8 7+8 7+8 7+8 7+a 7+8 7+a 7+8 8+9 8+g B+9 8+9 8+9 6+9 9+9 9+9 9+10 8+10 9+10 9+70 9+10 9+10 9+10 9+10
Headisill C4+1 C4+1 C4+1 CAN CA+1 G4+1 04+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 C4+1 C4+1 C4*1 C4+1 CAN CA+1 C5+1 C5+1 C4+1 04+1 CS+1 C5+1
oa 42' OLD Jamb 8 a 8 8 8 8 8 e a 8 a 8 B a35" a 10 10 10 10 10 10 10 10 to 10 f0 10 10 10 10 10
Pfiook 8+7 9+7 6+7 7+6 7+B 7+8 7+B 7+a 7+8 7+B 7+B 7+8 7+8 7+B 7+9 8«9 8+9 8+9 8+9 0*9 8+9 8+9 6+B 8+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
HeadlSlll CA+2 C4*2 G1+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 C4+2 C4+2 C4+2 C4+2 C4+2 CS+2 CS+2 G1+2 C5+2 C5+2 CS+2 C5+2 C5*2 C5.2 C5+2
z 48' DLO Jamb 8 B a a a a 8 B B B 8 8 8 8 6 10 10 10 10 10 10 10 10 10 10 10 10 10 t0 10 10
Pficok 8+7 6+7 6+7 7+8 7+11 7+B 1+8 7+6 7+8 7+8 7+B 7+8 7+B 7+8 7+6 8+9 8+B B+9 &+9 8+9 8+9 8+9 8+9 9+10 9«10 9+10 9+10 9+10 9+10 9+10 g+10
Head/Slll 04+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 C4+2 CA+2 C4+2 C4+2 G1+2 C4+2 C4+2
D4Lr0 Jamb 8 8 a 6 B B 8 8 8 B a 8 a 11 8
P-0ook 6+7 6+7 6*T 8+7 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7 t 7+8
Head1S01 CA+2 C4+2 0A+2 C4+2 C4+2 04+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DS+z Not available in these sizes
80° DLO Jamb 8 9 B 8 8 8 8 8 B 8 9 8 6 8 8 8
Pfioak 6+7 6+7 a+7 6+7 7+B 7+B 7+B 7+8 7+a T+B 1+8 7+8 7+8 7+8 SEE 7+B
NOTES: O= EXAMPLE ON SHEET 9
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4'SILL DLO WIDTH=
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 Heightto Max.(+)DIP DLO HEIGHT
(NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH +-
3 4'.3-1/4'AND 2-1/2^SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112' SIII Riser Height DOOR UNIT HEIGHT-10.126"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design C7
(Flat or Box,see w PANEL HEIGHT
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psT = O OH RATIO 21
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = po DOOR UNIT HEIGHT-1.866^
NOT RATED FOR WATER INFILTRATION. Flush-1-112" see note 3 O
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2' +48.07
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4'
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE Highe0.0 OH LENGTH
INSTALLED. SEE NOTES 1,3 OH RATIO=OH HEIGHT PRODUCT REVISED
as comp)ying 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 FOR ASSEMBLY DETAILS. NOA Ho. 16.0629.06
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Iratlon Date 02/17/2020
Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal P ,
Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlie Heavy-duty Stile Heavy-duty5t41e Heavy-duty Stile By
Standard Astragal Inside Mlam- a roauct eontro
Outside Comer, , Outside Comer
---- --- - - - — - -- - — -- - Corner — - - --- -- -- ---- - - •` ,`,; ;:rl. - - ------ - - -- -
�- .PJc'L
• .Side Cor- - Corner Outside '• -
Corner ?lrr.:;•^-•'1'1�5 l
Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile)
Part#61(x2) Part#61 Part#61 Part#61 part#118(Comer Parts#31  Part#61 t4
Part 467(Astragal) Part#120(In.) _
Receiver) (Corn.&Fxd Mount)
:•:
Reneay. Wfc. IM1wlwe a"'1'� ^�7r^,1C:i•,•''� 4
a, 1o7dTECHNaLooron ve DPANDANCNORAGE .;.0
Ir.4 F�IM FL342r6 SERIES 770 ALUM.SGD-LM IMPACT
iB+r}49ar600
er• ma: cnaawe amn• ® A LYNN MILLER,P.E.
rnrw.e s� on..e
JR 101f0/14 CERT.OFAUTH.0=96 SGD-770 NTS 7' d 22 PaT0130 B REA B8705 1
4
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 Bomar astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)
Door UNt Haight Sill Riser Height
ePP Types the (Flat or Box,sea + Des n
Table Iles to Glass 4,4A, B0' B4" 90" 96" 102" 108' ( )
6,6A,7,7A, 9 d BA end the Stile/ 69-7/8"D O 73-7/8°DLO 79-718"OLO 85-7/8"DLO 91 7!8"DLO 97-7/8"DLO Sheet 17) P255Ute,psi
Astragal types shown below. Anchor Group Anchor Group Anchor Gmup I . Anchor Group Anchor Group Anchor Group Flush-1-1/2" see note 3
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-1/2' *48.67
DeslnPressure +/-g0,0 sf •• -92. ps +/-75.Ops Medium-3-1/4' +60.0
24" 1T HeaNSO C4+1 C4+1 C4+1 C4+1 C4+1 Eli C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 04+1 C4+1 04+1 A 1 C4+1 C4+1 C4+1 A+1 C4+1 C4+1 C4+1 Hgh-4°
DLO Jamb B B 8 6 8 8 a 8 6 8 8 8 B a 8 6 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+1 7+8 7+8 8+9 8+9 8+9 6+9 8+9 8+9 8+9 8+9 SEE NOTES 1�
Design Pressure +/-90.0 psi +1-02.5 psi +/-75,0 psf
30° 23" Heed/S10 C4+1 C4+1 C4+1 C4+1 bt+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1r-11
+1 C4*1 C4�1 C4+1 C4+1 C4+1 C4+1 C4+1 _
= DLO Jamb Biel 8181 e B a 8 8 a 8 B 8 e 8 8 10 10 10 10 10 10 10
P-hook 6+7 6t7 6+7 6+7 7+5 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 7+8 7+89 8+9 8+9 6+9 8+9 8+9 8+9 8+9
Design Pressure +/.90,Opsf +/82,5Pat +/-75.Opsi
„ 29° Heed15111 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 Cd+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+1 CS+1 C4+1 C4+1 Ca+1 C6+t
o. DLO Jamb 6 B 8 a 8 8 B 8 8 9 8 8 8 8 10 a 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 6+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 B+9
o Design Pressure +/--80.0 psf +/-02.5 psi +1.75.0 pat
z OH LENGTH
35° Head/Sill C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C5+2 C5+2 C5+2 Ca+2 C5+2 C5+2 C5+2 C6+2 C5+2 Cb+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 I-
42' DLO Jamb 8 9 8 8 8 8 8 8 8 6 10 8 8 a 10 8 10 10 10 10 10 10 10 t0 S2
P-hook 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 a+9 B+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 6+9 Lu
x O OH RATIO a 1
Design Pressure +/-90.0 psf See Note A below +1�2.6 psi +/-75.0 psi = 0❑
48' 41" Headlslll C4+2 C4+2 C5+2 C5+2 C4+2 C6+2 C5+2 C5+2 G6+2 C5+2 C5+2 C5+2 CB+2 C5+2 CS+2 CB+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 O
DLO Jamb a B 8 B 8 8 10 8 8 8 10 a 8 8 10 B. 10 10 10 10 10 10 10 10
P-hook 6+7 7+8 7+6 7+8 7+8 8+9 6+9 8+9 B+9 8+9 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&8A;+/-87.1 FOR GLASSTYPE 7
NOTES: OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH HEIGHT
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 DLO WIDTH=
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM-PANEL WIDTH-7"
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-11Z 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 DISTANCEAND EMBEDMENT INFORMATION.
5)DOOR SIZE TO COMPLY WITH CURRENT F13C 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 FORTABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Building code
Straight Astragal Lodatlle @ 90'Astragal Lockstile @ 135"Astragal Lockstile @ NOA-Na. - 16-0629.06
Interlock P-hook Lockstlle @ Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal Expiration Date 02/17/2020
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle By
Heavy-duty Astragal Outside Comer Outside Inside Womt-D roduct contro
Corner .
Corner a�
\a ''
-- ----- - --—-- -— --- —------- — --Inside ..� ../, ---- -
---- - -- inside Cur Corner Outside
Corner ,•'`
Part H61(Stlle) Part#61(Stile) _ +•S'Ji •-
Part 461(Stile) Part#119(Out.) •-
Part#61(x2) Part 1161 Part#fit Part#68(Astragal) Part#61 Part#118(Comer Part#120(In-) Parts#3]  Part#61 r- _
Receiver) (Corn.&Fxd Mount) r D:
w ar•
o.o a,,a,r io7oTECNNOLODYDww LIPANDANCHORAGE v,•
N.VEN!CE,Pt.34276 rcr •'. ;,: '
("r}aealsoa SERIES 770 ALUM.SGO-LM IMPACT
am"n aY.mre: suer snre a"'�^�' mr A.LYNN MILLER,P.E.
JR 10110114 cERr.of vmr.�as2ee sco-77d NTS 8 d 22 PGT0130 B P.E.OM705
NO FRAME "7+8'P-HOOK ANCHORAGE CONSISTS OF:
SEE•C5"CLUSTER
SEE LRECIOU
AMB (7)P-HOOK ANCHORS, SEE'C5'CLUSTER MAX UNIT WIDTH DETAILS,SHEET 10
SPLICE IRED @ (PERPENDICULAR TO GLASS SEE'C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, ERIOR PLANE)SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"CB" SHEET 10 FOR INTERLOCK 24'MAX.O.C.
INTERLOCK
KETS CLUSTER,SEE 1
THIS AND 60"NOM. _Jl
SHEET EE POCKET B P-HOOK PANEL WIDTH DETAILS,SHEET 11 x x
( ) r------- - x
AMB MOUNTING I x x x x x f x x x x xx x x x x x 6�MAX.
NSTALLATION, ADAPTER I 6'MAX. ( x x x x x x x x x x x 1
HIS SHEET ANCHORS MIDWAY i l I cl 3"MAX.
SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF
ANCHORS&AT 3° i j ® ° x=FRAME x ANCHORS
FROM TOP& i� �(®i I ANCHORS 96" x (TOTALS
BOTTOM a< 1a• f _i t o UNIT 21 ANCHORS)
�> MAX.O.C.' 7f-- HEIGHT D.O. PERJAMB
4.061" 8 MAX.TO OPENING h o ®I 14'MAX O.C. n e=P-HOOK
EDGE OF POCKET SEE I a i I O ANCHORS x x (SEE JAMB
INSTALLATION i a ®I DETAIL
DETAILS'Jc'&'Kc', j�� °� mo=P-HOOK BELOW)
END PANEL SHEET 14&PART i ®� i i � MOUNTING
ANCHORAGE DETAILS'J'&'K', I' 1 j j ° 3°NAX ADAPTER x
24"MAX (2 ANCHORS) SHEET 19 FOR i a 1—1�1 II ANCHORS x
O.C. P-HOOK
� x x %' x+z
E ND PANEL'+2" ANCHORS x x x x x x AX ANCHORAGE
(SE E
E SKETCH BELONG
ANCHORAGE
SEE SKETCH BELOW) �° +2ANCHORAGE END PANEL x, x x x
ANCHORAGxx
8MAXTYPCENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04"
24'MAX EXAMPLE:5-PANEL,2 TRACK,90°OUTSIDE CORNER-pXX00(O-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 60"x 96'NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET7) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 6-8: AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
80" I LCENTERLINEOF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM P1" OCCURS AT THE P-HOOK.
NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX
PANEL SEE"CS•CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
5.64"
^+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT ,ate 6"MAX. PRODUCT REVISED
3.5' REQUIRED AS PER THE FIGURE AT RIGHT:
es eompl Ing with the Florida
CENTERLINE _ JAMBS&P-HOOKS;6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14'MAX ANC HOR Bullding Code
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE �-&TRACK NOA No, 16-0629.06
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB Expiration Dato 02/17/2020
+T ANCHORAGE ANCHOR PAIR
- REQUIRES SEE"CS'CLUSTER END PANEL
CENTERLINE CENTERLINE aY
`) "C6"CLUSTER SEE OF DETAILS,SHEET 10 OF ANCHORAGE M7ami ad roduef control
• DETAILS,SHEET 11 TERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) 9"
-�---•— I • 4.051' I 3.5„ I MAX.
a - ,
EXTERIOR N5 CENTERLINE °+2^ANCHORAGE L�CENTERLINE "+2"ANCHORAGE CENTERLINE n
ZOF PANEL 3 I OF PANEL 4 OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
or
oam d��x 1070TECHWLOGYDRIVE ANCHORAGE SPACING&EXAMPLEPLANS iG',t�'''.:>'• '
N.V&HCE FL34275 mx C:•,.., 6.
(NI)400.1600 SERIES 770 ALUM.SGD—LM IMPACT
a"rm ey,a°.a aca,.ae 0ef°: ® a'•'w°'� "�` a o..ft wx A.LYNN MILLER,P.E.
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ASTRAGAL OR 6"DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2 04°
INTERLOCK-�IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED 2.04"
CENTERLINE I CENTERLINE 'C6°CLUSTER DETAIL) CENTERLINE
1.76" EXTERIOR fi°DIAG.
3.5" 7" 7,
1.75° 3.5" 21°
bIAG. MAX.O.C. ExTTRIOR4" 2.04" 2.04" 21"
5.64" MAXQM
EXTERIOR 4"DIAG. 7° EXTERIOR 7 3.5" O.C.
v 2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL `v 2-TRACK FRAME HEAD/SILL 6"MAX
(a)-ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK CO ASTRAGAL OR INTERLOCK 5�"
TRACK IL i
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
FR
ANCHORS ARE REQUIRED,-CV) ANCHORS ARE REQUIRED,"C5°) ANCHORS ARE REQUIRED,"C6") FRAME JAMB 6"MAX.
ANCHOR PAIR
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK-4—IF NEEDED INTERLOCK CONDITON,USE INTERLOCK--I NEEDED 204" E/
EXT� ANCHOR PAIR
CENTERLINE I CENTERLINE C6-CLUSTER DETAIL) CENTERLINE
3.5' 3.5" 7" 3.5"
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT.OR INT.
a 2.04" "DIAG. MAX. TRACK(INT.SHOWN)
4.08" 4.08" O.C.
1 2.04"
5.64° NOTES:
EXTERIOR EXTERIOR 4"DIAG. EXTEwoR 3.5• 1.ALL DIMENSIONS SHOWN
7° 7• J L 3.5' ARE BASED ON MIN.
6'MAX.3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL . ALLOWED.
A ASTRAGAL OR INTERLOCK 0,ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK 7} _ 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3--T CK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTERLOCK� (FOR SPLICE IF NEEDED INTERLOCK I INTERLOCK CONDITION,DO NOT CONDITIONS ONLY:
CENTERLINE i CENTERLINE I CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION
"C6"CLUSTER DETAIL) TIF NEEDED
1.75 3.5" 3.5" PRODUCT REVISED
I 3.5" �'1 3.5" 7" as ca plyl.g with the Florida
_ Building Code
"- NOA-No. 'I6.0629.06
2.04" 4"DIAG. 2.04' W7�
4'
Expiration Date 021 1 7/2 0 2 0
By
2.04° ;___ 5.37°DIAG. °DIAG. Mlam- a roduct Control
4.08"
4"DIAG. .04"
EXTERIOR EXTERIOR5— 7• EXTERIOR 3.5 _ __ -3.5°,�_____ -`\,�+ - _.�_C..,i._i.—__ _ _ ___ �,•
V 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL
L8 ASTRAGAL OR INTERLOCK P ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK I'° ''Try
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ---6-
ANCHORS ARE REQUIRED,'C4") ANCHORS ARE REQUIRED,'C5") WITH&WITHOUT SPLICE CONDITION C f(&
wwrer. a"e: w.nraQ o.ouex �i?:�i:.r3P .
toroTECNNOLOGYORWE ANCHORAGE,EXAMPLE CLUSTERS ;;'•�:'''-'_:'�
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2.04' 2.04" INTERIOR 2.04" INTERIO03.5'
NOTES:
I
NTERIOR WTealoR 1.ALL DIMENSIONS SHOWN
?4-DIAG. 4"DIAG. 8.94' ARE BASED ON MINIMUM
6.12" 3.j
ALLOWED.
INTERIORINTERIOR 7° INTERIO INTERIOR2.DETAILS DEPICT ANCHOR
_ 90° 3 1QUANTITY AND SPACING,
EXTERIOR AND WOULD BE IDENTICAL
EXTERIOR EXT�OR 4"DIAG. IAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
EXTERIOR
4" 3.5' "+1"ANCHOR
2.04" 2.04" PRIOR 2.04" EXTERIO 2.04" 7
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,"CgE) ANCHORS ARE REQUIRED,"C6-) ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED,'C6')
4.08" "+2"ANCHOR
NTERIOR
FXTERIOR INTERIOR
4.08" 1+1°ANCHOR
4" 7.41' 2.04" 4"DIAG.
INTERIOR 3.5" INTERIOR
135°
90° 7" CENTERLINE
3.5'
3 EXTERIOR OF PANEL
4.08' 4.08" "+3°ANCHOR
.37 IAG. 7"
CENTERLINE
°3.5' 4° 3.5"° 4 OF PANEL 2.04" 4"DIAG.
EXTERIOR EXTERIOR 7" 4" INTERIOR ON •+2"ANCHOR 3.5'
7" EXTERIOR ALL
90'CORNER 135°CORNER VIEWS 7-
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE
("C6"ANCHOR CLUSTER REQUIRED ("C6°ANCHOR CLUSTER REQUIRED �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
90 3.5" 135° +3"ANCHOR Butldtng Code
4' 7° 2.04" - — NOA No. __ 16.0629.06
D Expiration Date 02/17/2020
G 3.5" 4.08" By
6 12" 6.12' Minm-D roduct Control
7" EXTERIOR
2.04�3.5"° 4" 3.5'°
4"DIAG. 3.5" I ;.......,, :r ;•
---- -- - ---'=g -7e __�—- F�CTERIOR —4°' ---- <`-.- u.,.,•..•;r ---- -- ---"'EXTERIo -� -- --�-- 2.04"- - -' CENTERUNE— - - -�•`•'-y:,,...�•r .. --
90°CORNER 135°CORNER
I OF PANEL n
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-7RACK 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) 6 :
r+"r<aer• oar rtww,.• o..,a+„.• .� :...
ro78TECNNo�ooraRrvE ANCHORAGE,EXAMPLE CLUSTERS
o..a.• wMe A VENIC.'E,FL 3Q75
l9ar,488.1so9 SERIES 770 ALUM.SGD-LM IMPACT
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.lR IOIIW14 CERT.OFAVTH0'29299 6 770 NTS I1 ' "2 POTI)1 0 B REM 58705
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EXTEwoR 2-1/16°' 2-1/16°' 2-1/16"• NOTES:
114" 1/4"
1/4' 1.ALL DIMENSIONS
o MAX o MAX MAX. SHOWN ARE BASED
j SHIMERI°R SHIM Td R SHIM ON MIN:ALLOWED.
EMBEDMENT: T a j 2.METAL OR WOOD
SEE TABLE A, J I SUBSTRATES MAY BE
SHEET 1 USED FOR ALL FRAME
WOODANCHORTYP., 2X WOOD WOODANCHORTYR, METALTYP., SMS ANCHORTYP., TYPES PER TABLE A,
2X WOOD SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR SEE ANCHOR NOTES SHEET 1.
TYP.,SEE ANCHOR
NOTE 3,SHEEf 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
2-TRACK FRAME HEAD ea 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C.IS
Aw WOOD INSTALLATION gw WOOD INSTALLATION kC�p METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOISHEET
ES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4'MAX.) SHEET 1� SHEEf 1
+ r•a'•.si.Y.:• �:.. 1 .:•i '_.r..-. .�:. •nr.. ...:an ':�(1/4'MAX.) 1 (1/4"MAX)
EXTERIOR EMERIOR "DISTANE,.
EXTERIOR EMBEDMENT:SEE
�2-1/16"• aa TABLE A,SHEET 1
2 1116 " 2-1/16"` EDGE DISTANCE:
EDGE DISTANCE: SEE TABLE A SHEET 1
SEE TABLE A,SHEET 1 SEE EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDM ,
E SILL
WOOD INSTALLATION e WOOD INSTALLATION 3-TRACK FRAME SILL �M TAL INSTACK LLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 ---r
EMBEDMENT:SEE r
TABLE A,SHEET 1 +I EDGE DISTANCE:
SEE TABLE A,
EMBEDMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED
TABLE A,SHEET 1 -~ O EDGE DISTANCE: SEE ANCHOR as comp)yin with the Florida
EDGE DISTANCE: - SEE TABLE A NOTE 4,SHEET 1 Building Cod9e
2X WOOD SEE TABLE A 2X WOOD SHEET 1 NCA-No. 16-0629:06
TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR Expiration Date 0211 T12020
NOTE 3,SHEET 1 NOTE 3,SHEET 1 2 1116"•
SMS ANCHOR TYP.,
2-1/16"' By
SEE ANCHOR NOTES Miam D roduct Control
WOOD ANCHOR TYP., 2-1/16'' &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP.,
MIN,OF 3
------- ---
&_TABLE.A,SHEET 1A
SEE ANCHOR NOTES THREADS
&•TABLEA-SHEET T - ----" -— - --- U�__
BEYOND THE E ERIOR EXTERIOR y'(EXTERIOR METAL Z�•. 4C1/4"MAX.SHIM -+I F-- nrV
SUBSTRATE1/4"MAX.SHIM I--- f•1/4'MAX.SHIM '4: NO,50705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB
Gw WOOD INSTALLATION H®w WOOD INSTALLATION Iw METAL INSTALLATION C(y�$, .• [yM1
R.. 1070 R:CMNOLOGYOfDVE ANCHORAGE DETAILS O�'., fT"'' r ?�.
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 NOTES:
CONCRETE*1XCONCRETE
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
PER TABLEA. HEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
A,SHEETI1/16"' 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
EXTERIO MAX. MIN 4"(HEAD&SILL)
aT ` SHIMOR 6'(JAMB)SEE
EMBEDMENT: 1/4" PRIOR 114" DETAILS,SHEETS
EXTERIORSEETABLEMAX 10& IL
A
M
AX.aSHEET1SHIM SHIMPROPERLYETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYR,
WOOD BU ., NCHOR 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
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION \Lcj CONCRETE INSTALLATION Cc 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 TYR,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TAB*SHEETCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHORSEE ANCHOR SEE ANCHOR
NOTE 5,SHEETNOTE 5, NOTE 5,
1(1/4"MAX.) SHEET 1 SHEET'I
(1/4"MAX•) :: 1/4"MAX "EXTERIOR EXTERIOR '�' EXTERIOR2 2.1/16" • a2-1/16 CONCRETE
CONCRETE CONCRETE PER TABLE j
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: A,SHEET 1 li
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 j
®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 --~
EMBEDMENT:SEE (
TABLE A,SHEET 1 --'I EDGE DISTANCE: I
01 EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, j
EMBEDMENT;SEE CONC.lCMU ANCHOR _ SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 PRODUCT REVISED li!
TABLE A,SHEET 1 �i TYR.SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Buildin pI=.—l�the Florida
EDGE DISTANCE: NOTES&TABLE A. /
PROPERLY SECURED SEE TABLE A, SHEET 1 -NOA-No. - 16.0629.06
1X WOOD BUCK TYP., SHEET 1 2-1/16"• Expiration Dato 02/17/2020 +
SHEET 1
SEE ANCHOR NOTE 3, 2-1/16°'
CONC./CMU ANCHOR
SHEET 1 TYP.,SEE ANCHOR By j
CONC./CMU ANCHOR ! 2-1/16"' PROPERLY SECURED NOTES&TABLE A, Miami-D Pro uct Contro f
1X WOOD BUCK TYP., CONCRETE
TYP.,SEE ANCHOR SEE ANCHOR NOTE 3, SHEET 1
NOTES&TABLE A ;: CONCRETE O U
--- __-- -- -_—_-- SHEET 1
EXTERIOR ;:' . _—CONCRETE— - ---. ::__ ORCMU ------ ---p aoR---y .r'; _—P-ERTABLE._ \11111!i
�710l4'MAX.SHIM I PER TABLE -n EXTERIOR
AESH TABLE J� 4 A,SHEET 1 ``�``�I r iNc:,�/�j� — --- - -- ---— —
A,SHEET 1 V 1/4"MAX.SHIM —►-I I--- V '• •;' •' < P
1/4"MAX.SHIM
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB _ No.56765
CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION -
:,,
„, o,m; p, ro�oTEc,wa.ocyDRlvE ANCHORAGE DETAILS - r ., MTh.. <u::
N.VEMC�FL9C270 ra: -i,�`�rl'.^1ORIO� •'•,CN
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INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAMEJAMB SHOWN ARE BASED
REQUIRED ATALL 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
C� o WOOD ANCHOR TYR, INFILTRATION CONCJCMU ILLUSTRATIVE
SEE ANCHOR NOTES ANCHORTYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 ze 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
SEE TABLE A,
�.. : P-HOOK MOUNTING
26 EXTERIOR SHEET.1 `;, '•!,'�. '•' ADAPTER CONCJCMU AND P-HOOK
1� `+'•"�• •,. ANCHOR TYP.,SEE MOUNTING ADAPTER
.HOOK WOOD ANCHOR TYP., P-HOOK : '''• ANCHOR QUANTITIES.
SEE ANCHOR NOTESa:N ANCHOR NOTES&TABLE
&TABLE A,SHEET 1 CONCRETE OR ALSO SEE EXAMPLE
(ALSO SEE TYP. CMU PERTABLE EMBEDMENT:SEE A,SHEET 1 ON SHEET 9.
2.693"MIN. (ALSO SEE ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 TABLE A SHEET 1 ILLUSTRATION.SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER
Jw 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 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYR,SEE
A,SHEET 1 - •.• ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES
SUBSTRATE &TABLE A,SHEET 1 .>,. A,SHEET 1
28 EMBEDMENT: "" '' ':'•••:'• (ALSO SEE TYR
(ALSO SEE TYP. f't•' ILLUSTRATION,SHEET 9)
ILLUSTRATION, SEE TABLE A,
EMBEDMENT: SHEET9) SHEET1
SEE TABLE A,
SHEET I DISTANCE:SEE
BLE A SHEET 1 .''a' 1-1/4"MIN.EDGE DISTANCE
PRODUCT REVISED
30 30 as complying with the Florida
liip
P-HOOK SMS ANCHOR TYP., - NOA-wo.CCaae 16-0629.06
SEE ANCHOR NOTES EXTERIOR P-HOOK CONC.ICMU EXTERIOR
ANCHOR TYR,SEE n Explration Date 02/17/2020
&TABLE A,SHEET 1 ANCHOR NOTES&TABLE v
(ALSO SEE TYP. Br
ILLUSTRATION,SHEET 9) EDGE
MIN. A,SHEET 1 E 2.693'MIN. Miami- roduct Control
EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITI4 BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS
—--- -- -- -- Kw PARTS#19,#21,#23 OR#25, — Kc PARTS#19,#21,#23 OR#25, aV,�.YNp{ --
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR `�0 .......... �(�R
(SEE TABLES 1 A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT ��'_•' ° %
FOR WATER RATINGS) ONLY i FOR WATER RATINGS) ONLY n' ply 881O5 k
r. �. _ R,„ _ to7B7Ec,waaoorowvE ANCHORAGEDETAILS I
n WMCE�Fl.34z7s nv �,^•.FC4RtDF. `fJ
SERIES 770 ALUM.SGD-LM IMPACT n, F+•' '
rB0
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.o,m• ww ® I,M �{.ER;P.E.
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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'AW'&'AC', INTERIOR
SHEETS 12&13 WIDTH
NOTES: EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL 1
PANEL CONFIGURATIONS AS 90"
APPLICABLE.SEE DP/ANCHOR PANEL PANEL PANEL PANEL CORNER DETAIL'N2',
TABLES,SHEETS 6-8 FOR MAX TYPE TYPE
PANEL HEIGHT AND WIDTH.SEE TYPE OS. TYPE SHEET 19&CORNER
SHEETS 18&19 FOR SECTION N K ANCHORAGE SHEET 11
NOM. MAX.UNIT
DETAILS AND SHEETS;12-14 FOR MAX 1 PANEL / / MAX HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL � DLO PER 'M',SHEET 19
2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT WIDTH TYP. HEIGHT TABLES
EACH LOCKSTILE,LOCKING INTO SEE PER 1� EXTERIOR INTERIOR
KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 1�
OR ASTRAGAL. 1�3 JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE X 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X 'Gw&'Gc',SHEETS 12&13
COMBINATIONS PER DP/ANCHOR L I
TABLES. 1 90, DLO WIDTH=NOM.PANEL WIDTH-7"
SILL DETAIL'D',SHEET 18;7 DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-X)= PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
'Doe&'De,SHEETS 12&13
SILICONE HOT-MELT BUM
STRUCTURAL
SILICONE STRUCTURAL SILICONE 3/16"NOM.
BY OTHERS 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
,z4 KODISPACE 4SG TPS ,� SUPER SPACER@NXTTM
PRODUCT REVISED
ALUMINUM as complying with the Florida
REINFORCEMENT POLYISO• - DESICCANT FILL AREA Building Cade
NOA No. - _16-0629.06
BUTYLENE
PANEL CORNER FRAME CORNER fin6"NOM. SEAL VINT.
s11s'NOM. Explmtlon Dato 02/1712020
LICONE SEAL
DETAIL DETAIL DESICCANT ROLL-FORMEDFOAM STAINLESS STEELEXT.GLASSPart# Description Material EXT.GLASs 124 Kommeding 4SG'TPS-Spacer System-`� --- -` --125 Quanex Super Spacer nXrwith Hot Melt ButylSee thisSheet for INT.GLASS GLASS
126 ouanex Duraseal Spacer Materials
127 Cardinal ,L Edge Spacer +ss DURASEALO SPACER f47 XL EDGE TMSPACER
REFERENCE TEST REPORTS:FTL-8717,8968&8970
P.-�
E Orb
JR 05W016 a ADDEDSPACERS' l070TECfINOLODYDRIVE ANCHORAGE DETAILS/EXAMPLE ELEVATION -;:v'�;,�`•"'i•`°'•' :��''•
p.,ie wwamr. N.VEMCE,FL39275 me `•.. .
tsnyaeaf5oa
SERIES 770 ALUM.SGD-LM IMPACT
�` 6nre A.LYNN MILLER,P.E.
a JR 10/10/14 as CER7 oFarnt ass2se ® sco-n0 NTS 15 22 PGTO130 B P.E.#58705 '
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
i ^y —INSTALLATION DETAILS &'Ge,SHEETS 12&13
( HEADER DETAIL'A',SHEET 18;
AX
LLLDJAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET M
INSTALLATION DETAILS'Aw'8'Ac, DLO JAMB DETAIL'G3',SHEET
SHEET 18;INSTALLATION DE7AILS'L1'& 16;INSTALLATION DETAILS WIDT 18;INSTALLATION DETAILS
DETAILS'GW&'Gc', L2,SHEET 19 Aw'8'Ac',SHEETS 12&13 7 SHEETS 12 813 TYR �'Gv/&'Go',SHEETS 12&13
SHEETS 12&13 _l/ 90°
� EXTE OR INTERIOR
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL
R' T.D' A' APE TYPE TYPE TYKE M',SHEET 19
MAX. 'CS' QS. MAX.
90'OUTSIDE CORNER
NONE. UNIT / UNIT CORNER ANCHEET 19&
PANEL HEIGHT SILL DETAIL NOM. � HEIGHT
MAX WIDTHTYP. SEE TABLES D',SHEET MAX PANEL SEE PER SHEET11
PER 18; WIDTH TYP. TABLES
DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 INTERIOR
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15
<, 'Dw'&'De, ,-.r� EXTERIOR
Lic—�
X X SHEETS 12 NOM.PANEL
813, X X WIDTH TYP.
PER TABLES
SEE FRAME&J
MAX.UNIT WIDTH ,✓ _ I MAX.UNIT WIDTH 1�
PANEL CORNER SILL DETAIL'D',SHEET 18, MAX.UNIT WIDTH�I
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK Dw'&'De.SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-MXX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
L2,SHEET 19� INTERLOCK DETAIL'M',SHEET 19 'Ie,SHEETS 12&13�
�u'��' HEADERDETAIL , 1
ETAIL'H2',SHEET P-HOOK DETAIL V&W,SHEET B',SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18:INSTALLATION HEADER DETAIL'C',SHEET
'Hw'&'He,SHEETS 12&13 'Jc','Kw'8'Kc',SHEET 14 DETAILS'Bw'&'Be. DETAILS'Iv/&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS
SHEETS 12&13 'CW&'Cc',SHEETS 12&13
�— MAX.UNIT WIDTH '— MAX.UNIT WIDTH
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE PRODUCT REVISED
I 'M' 'F 'F 'P' as comp)Ing with the Florida
_ 'R' 'L' _ 'M. 'F Dulldln ode
NOM. I Mom' NOA-No. --- 16-0629.06
MAX.UNIT I$'o I NOM. UNIT
HEIGHT PANEL z a j h PANEL HEIGHT Expiration Data 02/17/2020
PER WIDTH TYP. ¢ / / WIDTH TYP. / PER
TABLES MAY,/ /SEE r PER / Y s�s i SEE MAX. PER TABLES Mla - a o uc coot o
1-3 DLO TABLES 1-3 a I DLO TABLES 1 3 1-3
NOTE 2, S I --NOTE 2,
HEIGHT SHEETI5 SHEETI5 HEIGHT
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;� EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;
(3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS
Ew&'Ec',SHEETS 12&13 Fw'&'Fe,SHEETS 12&13
"C)
xw r w
10 ro
TECHNOLOG DRAC EXAMPLE ELEVATIONS �`':":''y' =c••
M MUCE,Ft 37175
ar a'°° �° °^° lera}rao•feoo SERIES 770 ALUM.SGD-LM IMPACT
omwn By 5 e. am' A.LYNN MILLER P.E
JR 1k"!0/14 [�Ri OFAUlfL9ze25 S... IYT$ 16 -22 PGTO130 B P.E.#557()5
i
PANEL'S RIGHT STILE TYPE
ASTRAGAER
PANEL SINGLE SINGLEINTERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL O OUTL ASTRAGAL BOX W 90 OCKST LE 8 INTCORNER 0 LOCKSILE ER BO RECENER 90 RECEIVERT CORNER 36 RECEIVER ER 136 RENT CEIVER
VER
STILE W/HANDLE BOX OUT BOXIN WI HANDLE Wf HANDLE Wl HANDLE W/HANDLE W,HANDLE W,HANDLE ��CENER W,HANDLE W/HANDLE
TYPES OUT IN Vila #i1J1L8 #31 #31
#119 #61 AS #81 #6Y #6 #61
SINGLE �, F PP K L TR TQ TC TA TV TW
INTERLOCK
OUT ���
IN L 8 E P A (gcurcurC CPar" IC SO SC SA SV SW
SIXL RR R S S FD FC FV FW
ma,roDr, �ara,
LOCKSTILE * D A/III,j I
Wr HANDLE v
lenzouq 0=017
W ASTRAGAL / R
BOX OUT (� PANEL NOTES:
.HAND. 0=0up 1.SEE DP-TABLES 1-3,SHEETS 6-8 FOR PANEL
ASTRAGAL A !� SIZES&DESIGN PRESSURE.
W BOX IN 1 V LEFT 11 INTERI�O RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J wrHANDLE (eOXIR, PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
)- ASTRAGAL � T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE.
U) BOX our 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
�010m ifiOXO� (#61),CORNER RECEIVER(#118)AND EITHER
f PANEL°E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
LL ASTRacaL T U EXTERIOR(#119)OR INTERIOR(#120)CORNER
W BOX IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
ieaxa, ieaY
-� 4.136°ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCINER RT CI
� sDLocKsnLE (#61)AND CORNER ADDON(#31).
W/HANDLE_I EXTCORNER p SILL RISERS OPTIONS 232' r`• '2�'
W — QT QS �1I`-
z 90 LOCKSTILE —.•{�.232" EXTERIOR
Q Wf HANDLE#tta � ,232' I EXTERIOR .062'
n" EXT CORNER#81 T CS / EXT�OR I EM R ,062"
90 RECENER �"` I 4.055'
Wr HANDLE .062" 3.3D5•
#118 2.656'
INTCORNER
00 RECEIVER •�'
Wr HANDLE #116 AT AS DF �T PRODUCT REVISED
#118 as comp)ying with the Florida
EX7 CORNER !'+ ^SILL RISER FLA_T_' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT Bullding Code
90 RECEIVER - CF FLUSH.1-1/2° 20 LOW,2-1l2"- 22 MEDIUM,3-1/4" 24 HIGH.4" NOA-No.__ 16-0629.06
EXT CORNER #31 76D' ~1 r— .760" Expiration Date 02/17/2020
35 RECEIVER VT VS VF �'� EXTERIOR _ By
WI HANDLE *637 EXTERIOR EXTERIOR I 750- .062' Miami-Dad roduct Control
EXTERIOR
INT CORNER
35 RECEIVER
WT WS WF ate • a .062' 4,056'
WI HANDLE p81 3.305"
,082' 2.555' I
aSILL RISER,BOXI' SILL RISER BOX SILL RISER,BOX SILL RISER,BOX
19 FLUSH,1-1/2" 21 LOW,2-U2" 23 MEDIUM,3-1/4' 25 HIGH,4"
7.
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8
RavW B/, q�c R°W4na• ..;,�•. i�?.�-Ur •. +.,�'- .
f0707ECHNOLOGYORNE PANEL TYPES "''°�•,;;f;`
VWCE,FL 34275 tee .�•,. .
SERIES 770 ALUM.SGD-LM IMPACT �.
R.roO w� a. a (e41}4eo•lsao
s'^•"^iOiC avu: 6tsit O1`6nN' R" A LYNN MILLER,P.E.
ore�n mo: cn.saa a o.'r CERT oFaurH.nszes ® sca77D NTS 17 d 22 PGT0130 B P.E.#56705
JR 1D/10/14
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 81 106 106 FULL PANEL JAMB LENGTH
LOCK PART
GTH 14 75 a 107-11 17
JPFAB
5 G3 60 OR 81
OR 61 2-TRACK JAMB185
2TRACK JAMB (HO HN 5 SEE DETAIL G1
CLIP#105 WITFOR FIXED
OPERABLE PANEL CLIPW/RETAINER#106 ) eo 07-(SHOWN WITH PANELFIXED PANEL TO ��LLEXTERIOR 103 LpCK PqRT SEE DETAIL G2
THE INTERIOR) V 113 75 a 107-110 103 FOR FIXED 5 s9 OR 61
,FL EXTERIOR PANEL CLIP 103
14 15 6
112 10
123 FULL LENGTH C'2 40 Ci4 60 OR 61 17
tt10 X 314• OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR rl nP EXTERIOR
SMs,X 3 CLIP#80 OR#105 51 52 W/SCREEN v
bE
6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
0e 80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH (SHOWN Wfil I
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
eo oR et THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
�R EXTERIOR EXTERIOR
2
112 1 3 4
45 6 113dil 5 113tj 5
52 51 69 EXTERIOR 09 EXTERIOR 69
EXTERIOR 53
a -
SHOWN.SCREEN A FRAME HEADCREEN ®g _
CK da4-TRACK MAX.UNIT
OPT FRAME HEAD FRAME HEAD HEIGHT PER
TRACK TABLES 1-3
PRODUCT REVISED
as complying with the Florida
53 _ 69 __ 69 69 Building Code
EXTERIOR EXTERIOR NOA-No. -16-0629.06 _
52 51 72 OR 73 72 OR 73 � 72 OR 73 Expiration Data 02/17/2020
46 71 113 9 10 BY
48 47 11 11 Miami-0a� Product control
0 6
EXTERIOR 112 5 113 113 �.,;;lili;�� •
-— - a- — - - - --- - -
�2--TRACK W/SCREEN 3-TRACK 4-TRACK ;
FRAMESILL �FRAMESILL �FRAMESILL MO. 6765
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES •r �` �~
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. I6
amm al Era x".vans �vmm - cTE U. •' -
eeY1,� Lol9TEcrovococvowvE VERTICAL SECTION DETAILS - ... _-:t::,.•.
A VEHICQ FL 34278 tee •.�:':. �t"_'...
e.ro ae�a
0e1}4e0 lsoo SERIES 770 ALUM.SGD-LM IMPACT • ^M
� ow:.: v�.r O1eY�N' A.LYNN MILLER,P.E.
JR 10/fO/14 CERT.OFAUTH.a9299 SGD•770 A/T$ 16 d 22 PGT0130 B P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6 4 INTERIOR 81 113 118
*EXTERIOR
28 7
� 11 513
63
27 103
62 115 63 80 OR 81 .
GO OR 6129 14 65
120
85
V EXTERIOR 111 82 90°EXTERIOR INTERIOR EXTERIOR IXTERIOR
P-HOOK FOR FLAT EXT.ORINT SILLS
MOUNT) ®K EXT.MOUNR INTERIOR
OBNL SILLS a 90° (� `f
OCK PAR LOCK PART LOCK PART 60 OR 61
75 8107.110 ®INTERLOCK
75 8107-110 75 E 107-11 81 5
M
14
113
60 fi0 61 I( �II 81 118 5 f
113 U 113L 11
°TI RIO
F� R
CTEY.R TL EXTE
V 113 103 119 NTERIOR 7
68
STANDARD ASTRAGAL#67 6-E-J\HEAVY-DUTY ASTRAGAL#68 &E�,90'OUTSIDE 90-INSIDE
L1 WITH STANDARD STILES#60 L2 WITH EAVY-DUTY STILES#61 Ni 2 TRACK SHOWN CORNER 2 TRACKS OWN ER (HEAVY-DUTY
'ITEM SHOWN,
STILE)SHOWN,REM u60 �
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
TILES.
4 INTERIOR
31 LOCK PART
n 75 8 107-11
.LJ INTERIOR 1
g 4 INTERIOR
135° 5 PRODUCT REVISED
us eemplying with the Florlde I
_ Building Code ,
NOA-Ne. _-- 16-0629.06
Explrotlon Dato 0214712020 i
7 11
135° By '
14 6 g1 32 Hllnm Product Control I
103 {i
61 V EXTERIOR 61
103 ,'�ir!i I
PART 31
75 a187-51 14 136°INSIDE CORNER _ ,::":�;-''•.'"
02®
,57b5 I 135°OUTSIDE CORNER 2-TRACK SHOWN "a... •:
01 2-TRACK SHOWN L•
1oro75crNOLoaroRrvE HORIZONTAL SECTION DETAILS,CORNERS
A VENICE,FL 34275 ms ,. ,�'•:.•:.•. ��•• :
M41)-MO-1600 SERIES 770 ALUM.SGD-LM IMPACT
on,,,,er• o.m a.dma a,a o sa..�eert sun: °"°°° °'°"°°^°` �mn A.LYNN MILLER,P.E. 1
JR 101014 CERT.OFAUTH.A29M SOD-770 NTS 99 �+22 PGT0130 B P.E.#58705 If
I
r
• i
Item PGT PGT# Description Item PGT PGT#, Description NOTES:
Dw9•0 Dw .# 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD 60 1 325 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL61 17328 517326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39.56-59,66,78,84-99,
3 17309 617W9 3-TRACK HEAD 62 17327 017327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312 017312 4-TRACK HEAD 63 1225 OTP248 VINYL BULB WSTP.-THN(INSIDE
INRLOCKC NOT PART OF THIS APPROVAL
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
5 17317 617317 FRAME HEADIAMB ADD-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 17304 617304 2-TRACK SILL 67 17329 817329 ASTRAGAL MIN.#10 SMS OR 3/16"MASONRY
8 173(1 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 1 617339 HEAVY DUTY ASTRAGAL ANCHORS Q P,4'MAX.O.C.
9 17307 617307 3-TRACK SILL 09 17324 1 617324 TOP&BOTTOM RAIL
10 17310 617310 4-TRACK SILL 70 17350 1 417350 wEATHERSTRP EJGENSDN QNJECTION MOLDED)
11 17313 817313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X1"X3W H13H FIN SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY.
13 17318 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 SIM 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACKJAMB 74. SILICONE DOW399,DOW-995 OR GE 7700
15 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMNI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
16 17308 (17308 3-TRACK JAMB 76 71032)OFPFX 41032 X 1"FL.SS SCREW W/TYPE T'TIP
17 17311 617311 4-TRACK JAMB T7 7103239 1032 STEEL ZINC U-NUT
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 79 V357 617357 V IG BEAD
19 17319 617319 SILL RISER-BOX FLUSH,1-12" 80 17359 817359 7/16'BEAD/FIXED PANEL CLIP
20 17321 617321 SILL RISER-FLAT,LOW,2-1M" 81 17360 617380 9116"BEAD
21 17318 B17318 SILL RISER-BOX,LOW,2-112" 82 1224 61P247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FIAT,MEDIUM,3-1/4- 83 01745 1745 LOWE INC,LT X1116"SOL SIDE AOH.TAPE,POLYETH.
23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4' 100 8052 48052 ROLLER AOJ HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 720B7 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4" 102 1896 71690 DUST PLUG
28 17333 617333 POCKET P-HOOK 103 8188 78186X 1"KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 053 7SOKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FDED PANEL CLIP-6'LONG
29 17335 617335 P-HOOK COVER 108 17352 617352 FDED PANEL RETAINER-9/16'
W IN 617346 POCKET P-HOOK FOR BOXRISER 107 1739 71739 'HANDLE KIT'-NTERDR RAISED WITH TTIUMB TURN
31 173T8 617318 1135CORNER 108 1740 71740 HANDLE KIT-RAGED EXTERIOR HANDLE
32 1 17376 1 617376 1135 FOED MOUNT 109 1731 78162SN HANDLE K1r-RECESSED INTERIOR WITH THUMB TURN
ITEMS 40-53 ARE SCREEN PARTS: 110 1732 70178 HANDLE KIT-RECESSED EXTERIOR PULL
40 4319 612259 SCREEN SIDE RAL-LOCKSTILE lit 110X34PPSDAX#10 X3/4"PH.PN.TEK-S.S.
- 41 7LOCKWGSK SCREEN LOCKSET 112 1235 e7S10 WSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187'X23('FNSEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 910X1-V2"
44 4428 84428 SCREEN DOUBLE INTERLOCK 115 710)(PPT 910X1' PRODUCT REVISED
as complying with the Florida
45 _- 4317 _ 612256 _ SCREEN TOP RAIL 116 72OXlX 4144OXV S.S. Building Code
48 4318 012257 SCREEN BOTTOM RAIL 117 72QX112X #14,20 X 1-1/2'S.S. - - - NOA-No. .16-0629.06 _
47 068 7SRA2 STANDARD ROLLER 116 17330 617336 90 DEGREE CORNER RECOVER Expiration Date 02/17/2020
48 BBB 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OATS DE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL By
50 17349 811349 O)O SCREEN ASTRAGAL ADAPTER r15-r 17352 817352 1 FIXED PANEL RETAINER,7R8' Mlami- a roduct control
51 1692 81692 SCREEN SPLINE-.165"
52 1894 61694 SCREEN SPLINE-.157
53-'-- `61816C20"SCREEN CLOTH-- - —- - ---- ----- _—___ •, ..
54 1725 1/r XV X 1118'GET.BLOCK,NEOPRENE 85+/3 -�-
55 1 228 VX4'X1/16-SET.BLOCK,NEOPRENE 85+/-5 I
x.na m: am R.wa.:
Ey atl6 wo TECHNoLocYDRNE PARTS LIST -
. W,L4h+e -A N.VEMCB F7.d1276
(prll+ao rsoo SERIES 770 ALUM.SGD—LM IMPACT
aok r""� �� w.: A LYNN MILLER,P.E I
JR 10/10/14 CERT.OFAf/TH.r229s ® SGD-77o IVTS 2U >22 POT0130 6 P,E.#50705
i
5.069" 8.562° -1 1.36°
0.080,
11.872'
121)" LJLJ 1.505"
i 0.081^ 0.062' 1.019"
--
0.081" 1O2-TRACK HEAD 10 4-TRACK SILL 0.081°
(6063-T6 AL) (6063-T6 AL) 40 STILEEN
8.198' (6063-T6 AL)
6.198' 6.526' 5.069"
0.080"
1.045"
1.211" 1.5105" Tyq
0.062"
0.081, O2-TRACK HEAD W/SCREEN TRACK Og 3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) G 2-TRACK JAMB 45 SCREEN
(6063-T6 AL) TOP RAIL
7.105" 2-TRACK JAMB W/ (6063-T6 AL)
8.221^ 15 SCREEN TRACK
0.080" (6063-T6 AL) 1.36'
1.211" L�L_ - 1.505" � Imo- 0.875"
1 --1 1.36"
_j '1::�
0.081" 03.TRACK HEAD O2-TRACK SILL W/SCREEN TRACK L 0.062"
(6063-T6 AL) (6063 T6 AL) 0.081° SCREEN
46 BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" 0.081,
0.080°
1211" 1.505" 7.105"
t
7008'r O4-TRACK HEAD O2-TRACK SILL 9 141°
(6063-T6 AL) (6063-T6 AL) PRODUCT REVISED
as complying with the Florida
Building Code
�{ NOA-No, 16-0629.06
0.060"1 E.Piration Date 0211712020
{-- 0.062"
1 0.532° 0.760" .1-Dade.P00cluct Control
1260"
L 0.060" 1516°
OFRAME HEADlJAMB SCREEN- - -FRAME-SILL SCREEN- -FRAME'SILL-SCREEN-- -- - --- - --- •;•- {-:'il'"•r ;:;,_ -_________ _ _
ADD-ON 12 ADD-ON 1s END ADD-ON 1e 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS
OR 3/16'MASONRY OR 3/i6"MASONRY 17 4-TRACK JAMB _
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL)
lbwaey. am R..sroae :l T '
aa.,aex o.n n.aa,a� tololEDnNaLocrowve E�'TRUSIONS •,:n:zti;I;.••';••:.I•' '
N.VWJM FL 34275
M41�48D-1699 SERIES 770 ALUM.SGD-LM IMPACT
onwrej:o.m: orw"�.oars ® s wnwa. am;JR ]0/10/14 aa.aurm aa• A LYNN 6LER.P.E.
DBT-OFAL71i ft929B NTS B P.E9587052
0.718" 0.83"- II II 2.304" 3.802"
0.752"
0.080" 0.574' � 1.163"� 0.885"
0.062" 0.796'
0.264° 0.075° 0.062" 0.233" 0.062"
5 FRAME 11 SILL OP-HOOK 2a P-HOOK MOUNTING 29 P-HOOK SCREW yo P-HOOK FOR BOX RISER
SCREW COVER TRACK ADAPTOR COVER 0.080°
(6063-T6 AL) (6063-T6AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6AL)
4°
4'
.155"
0.062"2.30° 1.488"
0.080" 0.830" 1.600 0.133"
1.60D 0.016,723"9"
I 1.303"
3 :018"
1.88
f0.32 1.974"
2.44"
5'
15 1: . 0.06
OO O O INTERLOCK OINTERLOCK
31 135°CORNER 32 135°FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE sz ss
(6063-T6AL) (6063-T6 AL) (6063-T6 AL) (6063 T6AL) ADAPTER SCREW COVER
(6063-T6AL) (6063-T6 AL)
3.979" 3.979"
i -LU
0.075° 4.125" -{
1.050" 1.050" 1.050"
LILI
0.075" 1.645" 0.062" 1.304"1.645"
11 2f9w.045" •611" .485`
0.125" 0.281" 3.25"-+I .045" .045° -
e7 STANDARD ASTRAGAL se HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL 78 GLAZING 80 7/16"GLAZING st 9/16"GLAZING
(6063 T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD BEAD,FIXED OBEAD
(6063-TB AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL) ,
1.003"
1.03`
4" 5 621" PRODUCT REVISED
0.757° as comp)ying with the Florida
0.080" sullding Code
0.050" - - - NDA-Nor 16.0629.06 -
105 FIXED Expiration Date 02/17/2020
PANEL CLIP 1.719" 2•893" 0.133`
(6083-T6 AL) 1.498" 0.133" 1,498' gy
{I I 0.080` Miami Da roduct Con o
.550" -^-10.863 Fes-
- --- - - --- - 0.709-_ t23 FIXED PANEL 5.621" 4" --- --f- -
ORETAINER,7/8" ,--2.826" 120- --- - - 90'INSIDE CORNERASTRAGAL - '�.0 a=_['i :; -
0.080" -�I (6063-T6 AL) its go,OUTSIDE CORNER ASTRAGAL (6063-T6AL) ;•:f ,,;' .:::y'.:
FIXED PANEL 11e 90°CORNER RECEIVER
toe (6063-T6 AL)
RETAINER,9/16° (6063-T6AL) -
(6063-T6 AL)
F a.m xa.mw rolOrECNNOLoaraanE EXTRUSIONS '1:,'•,V'[•-
N.VEN1Ca FL 34275 m° .i:�•'
�r}aeo-+s90 SERIES 770 ALUM.SGD-LM IMPACT `
a"m 9r 9cs S.-° a 9"r. ® r'°�1b1aG �"° a""t °i"+q°'° •' A.LYNIJ MILLER P.E. i
.lR 1Ntr1/f4 CERT.OFAuru 770 A29298 sGD. NTS 22 N 22 PGTO1'30 RB P.E.958705
1