HomeMy WebLinkAboutNotice of Acceptance (4) i
MIAMI-DADE MIAMI-DADE COUNTY
•11kila 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.Qov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations goveming 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 IISGD-770"Aluminum Sliding Glass Door w/90'& 135°corners—L.M.I.
APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 770 Alum. S+GD-LM Impact", sheets
I 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.,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 manufa.cturer'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.
TERNHNATION 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 AL Plasencia,P.E-. _—
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{ • , ,r ,, Expi nDate Februarq
1� ,,Approval Date. August 04,2016;:8 ,
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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 05105116, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
I
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.FTL4554,
dated 11/01/13, signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 14-0123.1 0)m
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-6015-1; , 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 X Plasencia,P.E.
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16
20 .
Expiration Date February 17,20
{ Approval Date August 2016 ,
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (coN r-amD)
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-5rh
Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E. -
(Submitted under previous NOA No. 14-0128-1.1)
2' Glazing complies with ASTM E1300-09.::
D. QUALITY ASSURANCE
L 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. 16-6152 dated 63/09/16 approved by RE-R.
2. 'Lab compliance as part of the`'above referenced Test Report No(s) FTL-8717, FTL-
�5 8970 j and FTL-8968:
ncla,P.J K Plase
t,o u e
NO No M-0629 0 �,.,y .�
' Expiration Date FebruaryiZi 2020
Approval Date August 04,201b
1
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PGT Industries,Inc.,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (corrrnfm)
3. Statement letter of conformance, complying with FBC-511 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.
o . .
Jorge X Plasencia,P.E":
moduettControLU
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Expiration Date February 17;�202"
f } Approval Da t August 4;201,
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z SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A, Frame Min Edge Min
INCLUDING POCKETS &90 /135 CORNERS Group Anchor substrata
Member Distance Embedment
o o
Carcmte(min-285 kal) fld/S 0/Jamb 1
GENERAL NOTES 1 1/4•Elko Ultrecon unprouted CMU,(ASTM C-90) Jamb only 2.112' 1-1/4'
GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU,(ASTM C-K min.2 ksl Jamb only 2412' I-W
DESIGN PRESSURES: 1/4"Eiw 410 S.S. Concrete(min.3,36 kei) WxdSjIVJamb 1• ta/4'
NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM n300. 2 CRbFlex Ungrouted CMU,(ASTM C•90) Jamb only 2-1/2• 1-1/4•
POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T,Southem Pine(SG-0.55 HeadIS1I1/Jemb i' 1.395'
)ANCHORAGE THE 33-113%STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS 1/4•Elco Ultmwn Concrete(min.2.65 ksl) Heed/Sul t• tale
ODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Doted CMU ASTM G90 lamb o 1• 1-114'
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 912,16-6 er410 P.T.Soumem PIN(SG=0.55 HeadlSwJamb 9/18• 1a 8
x U0.DING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6.14. S.S.SMS, Aluminum,6oe3 TS' HeadISM/Jemb 3/8• 0.050'
SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min,11 tlweds4n) bud, 653 Heed/SwJamb 318• ."51
INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Steel Stud,A553 75Gf.33• Hea&Sln/Jamb -11 i-3fi
Concrete(min.3T/5 ks0 Flead/SiNJemb 1-12' talfr '
./` OW JOINT SEALANT. 1/4•Elco 18.8 S.S. Ungrouted CMU,(ASTM C90) Jamb only 2' t-1/4•
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR Atigm-Ga)or Grouted CMU(ASTM C-80,min.2 ksl gmut) Jamb oMy 2" 2'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL P.T.Southem Pine SG-0.55) HeedISIIUJemh 1• ta/8'
THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southem Pine(SG=0.55) Haurd/si9/Jamb 911s• ta/s'
URRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 12 stem sMs G6, Aluminum,fl053 75' H.adlswJamb 318' 0.053•
#' ' )DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (mini 11 thmadelin) steel,A38• Haad/SI9/Jamb 3/8, 0.050
t r1JRIDA BUILDING CODE,AS APPLICABLE Steel Stud A853 Gr.33• hleadlSi9/Jemb 318 0.0451•
ST REPORTS:FTL•5980,FiL5993,FTL-6001,FTL-8014,FTL-6015,FTL-6017,FTL•6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
w 5024,FTL-6025,FTL5028,FTL-GWI,FTL5033,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
' t OR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
CHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............I
z T FOR OTHER SUBSTRATE APPLICATIONS SE:TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3
)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
DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER 1X AND 2X BUCKS ANCHORAGE.....................614
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES...-...6 8
SPONSBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL, INSTALL DETAILS......-......12-14
,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
IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18.19
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
h, 0 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS EXTRUSIONS....................21,22
UIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,DRAB APPROVED BY THE AUTHORITY HAVING JURISDICTION.
ABLE B,SEE DETAILS ON SHEETS 4&5 SEE DESIGN
1U� N RATED FOR LA OE S SMALL asRco rn Clt gaT REVISED
Ithe Florida
DESI TING dl.sGod Deauloon(Ustod from Biterfor to htbdor) SHEETS 6.7&B O MISSILE IMPACT RESISTANCE H0Bui1A�•lo, a 16-0629.06
[03 Vur Laminated: Utss ofW16•HS Glees wlth.tWP PVB Intel or STANDARDS USED: Expiration Date 02/17/2020
:- 13311 B/16•LaMmtad: Utos ofl/4•HS chess with.W PVB kOdaer !AISI-S100-07/S2-2010
2014 FLORIDA BUILDING CODE(FBC).STH EDITION
G4 7H8'Laminated: Utos cf 3/16•HS Glasa w1th.090"SG bdede er -ASTM E1300.09 BY
AGM 8118'LembtaUS R)llfeaofLC HS Glaaswith,090"8G htedayer ANSUAFflPA NDS-2072 FOR WOOD CONSTRUCTION om Product Control
ffG5 T Laminated LG,:3%6'TF_klnlor +3hr Air 8 +7/18'LaminateE;(2 Lli of311tiHS Gtoes Wth.OW PVB Irtedeyer .. ALUMINUM DESIGN MANUAL,ADM-2010
1"Lueirmted Lcl:1ICTExtedm +5118'AirSpew+7118'Laminatad;(2)LRas of3/18•HS Gleaa wl;h.0w'PVB lydada
51..f ,2 G6 1"Laminated LW 3/18•TE,xtedor Cs +318•Air Space♦7/16'Laminated;(2)Ue,of 3118•HS Glass with.09T SG kdedaver
t o 1•UnhstsdLG.:1ICTExterfor +6118'AirS +7/1CLanlna Lkeeof3f1B•HSGtesawlth,090•SGkbd — GLAZINGNEAL >>7��(LYNNM�
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Lvn9utad Ube af3116•ANN Gtase wkh.1190 SG htedrr er "HS•=HEAT STRENGTHENED '�:.v10ENSF'•,FR
d7A 1V10•t emirta••r' Utes of 1W ANN Glass Wth.09P SG h er 'T•=TEMPERED
2 DB I"Laminated LG_S11CTExterior Clair+3V Air Space+7/16'LamWted;(2)Lltmof3H6•ANN Glass with.090'SGhtertaysr •PVB"=.090'BIITACITE�PVB BYKURARAYAMERICA INC. _*' No.56705
+ G811 1'Laminated LG.:1ICTFstedor +6116•AIrB +7/16•Uminetad;(2)Liles or311e ArN Glass wfth.ONr SG Worley" 'SG'=.090"SENTRYGLAS®BY KURARAY AMERICA,INC.
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" PLE CONFIGURATIONS CONFIGURATIONS NOTES:
M 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
C UNIT WIDTH MAX UNIT WIDTH LOCATIONS USING DETAIL°JW","Je,"KW"OR"Kc"INSTALLATION.
EXAMPLE:4-PANELXXXX IN POCKET(p)CONFIGURATION CAN BE
OMtPANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
° PER TABLES 1-3 PER TABLES 1$ CAN BE OXXXp.
i 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX UNIT + I Q R a MAX UNIT & 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
t HEIGHT' / I HEIGHT
P,ERTABLES 1-3 . j 1� PER TABLES 13 j 'X'=OPERABLE PANEL,
ii "O"=INOPERABLE PANEL, - -
k I1 POO E! ;i1CC l POCKET i °p"=POCKET DETAIL LETTER
v ; J l�r�_I- L r___; x W=WOOD OR METAL INSTALLATION
',, "I-PANEL 2-PANEL 7 "c'=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS 4A. L—SHEET NUMBER
;, r MAX.UNIT WIDTH
A. ;' MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7'
OM PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
� a + Aa 1s PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PER TABLES 1-3 7 PER TABLES 1-3
F
o i 18Qp +IT
1 14
MAX UNIT miGHr a +e + 1
HEIGHT 78 s
"+ PER
TABLES 1-3 iB TAB ES1-3 i �
POCKET POCKET
3-PANEL CONFIGURATIONS n 4-PANEL CONFIGURATIONS 9 F
MAX.UNIT WIDTH MAX.UNIT WIDTH
}
4 OM.PANEL WIDTH .. 8 3 13 NOM.PANEL WIDTH s aPROmUyCng REVISED t o��
�PERTABLES-1-3 PER TABLES 1 Building Coda
13 NOA-No. 16.0629.06
rim dh 4m Expiration Bate 0 211 7/2 0 2 0
t +
UNIT
g ®y
MAX UNR s °fta & M EIGHT 1 9 NEp
HE bla pro uc naei
IGHT m
/ I� fS PER / $ / SHEET
ER TABLES 1.3 s TABLES 13 / SHEET. 4 , +
I @� a
k.J� POOrer EXTERI
�
5-PANEL CONFIGURATIONS CORNER,
+ (OUTSIDE CORNER SHOWN, t3
INSIDE CORNER SIMILAR) ~:iJ'•-
orc o�
taro+<cxvoLOorOwvE OCAMPLE CONFIGURATIONSAL YWCA FL3WS
Ip,t/.,w„p, SERIES 770 ALUM.SGD-LM IMPACT '.''r�:.,l r;t.•,
RT_ nr.ur a •ae o ` ?2 a.re P07n190 B A L NN MILLER P.E& STOS PE.
OBiGOFAU7H� scan no NTS 2
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MPLE CONFIGURATIONS
MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355.7116•(�BB'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
3001/4'@ 120'HEIGHT LOCATIONS USING DETAIL"Jw,"Je,"Kw"OR"Kc"INSTALLATION.
P NOM.PANEL WIDTH, EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
z PER TABLES 1.3 pXXXXp,p)O=OR XXXXp.OXXX IN POCKET CONFIGURATION
� ---- CAN BE OXXXp.
w Jc I
e i > 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
" i E& OF ANY 2 STRAIGHT CONFIGURATIONS.
�+ MAX.UNIT I a
HEIGHT, 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
9 'OR 120"8 � X
'X"=OPERABLE PANEL.,
POCKET "O"=INOPERABLE PANEL. -- -
-sir---� -p"=POCKET
6-PANEL CONFIGURATIONS
�DETAILLETTER
" MAX UNIT WIDTH =WOOD OR METAL INSTALLATION
V "d.=CONCRETE INSTALLATION
.NOM.PANEL WIDTH
Oc L—SHEETNUMBER
,PER TABLES 1-3 , s
-sir---
J i DLO WIDTH=NOM.PANEL WIDTH-7°
- s DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
> 19 g i o y7 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866°
_ MAXUNIT �?a
HEIGHT
:PER TABLES 13 I I
IPOCKET y
7-PANEL CONFIGURATIONS
I MAX.UNIT WIDTH
a- PANEL WIDTH c c PRODUCT REVISED
3 as wm 1pIng with the Florida
:511PER TABLES/3 Building Code
1"629.06
Aim Expiration Date 02/17/2020
T-
MAX UNIT I i g o Mlem D induct Control
` HEIGHT . y
RTABLESI-3
POCKET y ,�• F.'i
8-PANEL CONFIGURATIONS
'.�✓.
rwntEawaoarDRnt* EXAMPLE CONFIGURATIONSAL VSVICE FL Oalt
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SERIES 770_ALUM.SGD-LM IMPACT
'k Aft 0' nor Carr.OFAWX it ate ® scn rra Ts 3 d 22 � PGT0130 B A LYP.E1t 58NN L 06 RE
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ING DETAILS G3 G3A G4 G4A G5&G5A
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7l16"NOM 7/15'NOM. 1'NOM.
f 3118"HS GIASS 3H6•HS GLASS 3/16"0 OHS GBS
.090'PVB OWSG 3/18"HS GLASS
3116"!S GLASS 74 3/16'H3 GLASS 74 311r AIR SPACE 74
3/16'T GLASS
02 B2 -
�'' 83
3/4"NOM. �O 3/4'NOM_
GLASS GLASS 124-12 3/4"NOM.
BITE• SITE
GLASS
a. = BITE
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EXTERIOR
y 80
a
79
54 _ 64
r 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16•NOM- 9N 6'NOM. 1"NOM.
114'HS GLASS 1!4"HS GLASS 3118"09 GLASS
- .090"PVB
i D90•PVB 090•SG 3H6"HS GLASS
1/4'HS GLASS 74 1%SGLA — 74 5/16"AIR SPACE 74
y 114"T GLASS
82 B3
3/4•NOM. 314•NOM.
EXTERIOR EXTER 3/4'NOM.GLASS GLASS 124-12 GLASSBITE a BITEBITE
EXTERIOR PRODUCT REVISED
aS Compiying with the Florida
01 Building Gode
7B NOA-No. 16.0628.06
61 54 E"plrotlon Date 02/17/2020
66By
Mlam •Product Control
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
I NG NOTES: '-CIA
-IW NFALED
•HEAT STRENGTHENED
ti TEMPERED
SB=.090 BUTACITEP YKLIRARAYAMERICA,INC. _-3
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SERIES 770 ALUM.SGD—LM IMPACT
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s"r.•assI air• a a•+"xs B A•L P.E#SB705 P.E
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LASING DETAILS G6 G6A G7 G7A G8&G8A
1'NOM. 7/16"NOM. 1'NOM.
3/16"ANN GLASS
3H8'HS fi_ 3118'ANN GLASS 090'SG
:090'S
3/18 HS _ OW SG 3116"ANN GLASS
318'AIR SPACE 74 3116'ANI•GLASS 74 3/8•AIR SPACEPt
3/18•T GLASS
ts. 3/78'T GLASS 82 —
nr t 4 16 83
7` 1
3/4"NOM. - - — - -
s 124.127 _ - GLANOMSS' EXTERIOR - - GLASS 124-12>BITE BITE ��EXTERIOR 7a
79
54 55
1"LAMINATED I.G.GLASS,TYPE G8 ' 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM 9116.'NOM. 1'NOM.
^ � . .h 3/18'HS GLASS. 1/4'ANN GLASS 3/16'ANN GLASS
.080'S 090"SG
' 3118'FNS GLASS .090'SG M W ANN GLASS
dj = ;6/16'AIR SPACE 74 1/4"ANN GLASS 7a 5/16"AIR SPACE 74
wG r> `-.I 4V TOLASS 1/4"T GLASS
83 83
r y - 3/4'NOM. .
{ + GLASS GLASS 3
1241z 0LASS
BITE
BITE BITE PRODUCT REVISED
EXiERlO as complyinp with the Florida
EXTERIOR Building Code
81 a NDA-No. 16-0629.06
79
i< Expiration Date 02/17/2020
65 Sa 55
By
'91-
Miam a Product Control
1"LAMINATED I.G.GLASS,TYPE G5A 9116"LAMINATED GLASS TYPE G7A 1"LAMINATED I.G. GLASS,TYPE G8A
+ v GIA2ING'NOTES:• ;�';.- ::.I`%!• ':
" I N'-ANNEALED r:.•Lcetr�•..;;
i "-HEAT STRENGTHENED
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ADDED SPACEM two TJ5C#1AIOLCWDRIye GLAZING DETAILS A ^"o,,ol:•.
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SERIES 770 ALUM.SGD-LM IMPACT ,;ra!�,• .':
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+ LE 1 TABLE 1A:
t Design Pressure(DP)and AnchorQuantlties Required,(forall approved Sill Height to Max.(+)DP
+$ configurations on Sheets 2&3) Maximum DP for all sizes: /-60 (Water Infiltration Rating)
rto For comer astragal ehoraga on 90'or 135'comer taft,see sheet 11 (May be invited by Tebfe IA)
S61 Riser Height
I , (+)Design
Door UnR Height (Flat or Box amPressure,psi
Table applies to Glass 80, 9(r gg Sheet 17)
- Types tl 3&6,5A,;7, D 7&8 O 9-7/B'D 8rr7/8' Flush-1-1/Z' sea note 3
8A and the S8b I AstragalAnchor Group Arx G� Anchor Gro or Group Low-2-1/Z' +40.67
types site wl below' WC40G4+11
3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-3-1/4" +60.0
S d1+ + CA+ C4+1 C:4+1 + +1 C4+1 + + + Hi -4" +60.0
24' �� 8 8 8 8 8 8 8 e e 8 8 8 8 a SEE NOTES 1-3
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
'HeadlSill C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1' C4+1 C4+1 C4+1
30' Jamb 8 a 8 8 8 B 8 a 8 6 8 6 8 a
l>LO 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+e 7+e 7+8 7+8 7+8 7+8 7+8
r ;# FleadrSlp 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
I_ 3E OLD Jamb B 8 8 8 8 a 8 8 a B B 8 8 8 8 8 I Parook 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 I�—
( H�drSlll C4+1 C4+1 C4+1 C4+:r C4+1 Cd+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
42' 35, Jamb 8 .8 8 8 8 B 8 8 8 8 B 8 a a7 8 B
DLO 'Ptaok 6+7 6+7 6+7 e+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B
Head/S01 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 of OH RATIO z 1
48' D Jamb B B B 8 8 B 8 8 8 8 8 8 e B 8 B p o
P hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 1 7+8
R EXAMPLE ON USING TABLE,SEE SHEET 7.
OH RATIO=OH LENGTH
OTES: OH HEIGHT
)jPOSRNE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3.1/4'SILL.
).WHEN USING THE 2-w,SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1147 SILL,POSITIVE WATER DP IS
6D.D PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
ggLE'1A• NOM.PANEL WIDTH-7'
3-114'AND 2-12'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND MUST
YBE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT=
E USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125'
t ACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
)'SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
T r )DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS-WHEN REQUIRED.- DOOR UNIT HEIGHT-1.866"
'Y JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY2 FOR PAIRS TO BE INSTALLED. .
PRODUCT REVISED
as complying with the Florida
5 „ Building Code
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ NOA-No. 16-0629.06
Interlock P-hook Lockstlle@Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135*Astragal Expiration puto02/17/2020
c E Standard5t0es standard Stile Standard Stile Standard Stlle Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By
Standard Astragal - Outside Comer,, Inside M12m Z product Control
? - - LIIL Outside Comer
Corner
Inside
Corner
_II r
< Inside mer
Iid Co Corner _
j Parttt60(Stlle) Part#61(Stlle) partN119(OuL) Part#fil(Stile)
r'6 }s 7 Part 1160(It2) partg60 PartN60 Part qb7(Astragal) Partp60 Partgil8(Comer Parts ti31&ti32 Part tl61 ~, ,
3 Receiver) Part 7J120(In.) (Corn.&Fxd Mount)
iamn9cNNOtnarnPjyE DPANDANCHORAGE
/a+rJ,eareoa SERIES 770 ALUM.SGD-LM IMPACT
A.LYNN MILLER P.E.
f6"f074 rX72iOFAU7rlRa7pa ® ms 77o N7u 6 •22 PGT0130 B P.E.a5s7a5
TABLE 27. .
"1 a Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/d0
For corer estregat anchorage on 90'or 135'comer units,saa'aheet 11 (May be limited by Table 2A)
r Table epplu to Glass Types Door Unit Height
`x 80' 9B' 02 108' 114' 120'
4A.61 6A.7.7A.a 6 BA as-16'DLO 73! O 8. 8 65-18' O Bi•7/8'DLO 97.7/8'DL 103-7/8'DLO 109.7/8'DLO
Sill*J Ae�pal� Anc r Oro Anchor P Mchor Anchor GroupArrc r Grotq Anchor Group nc or Group
. - I -IRT14 1 1 2 3 1 4 1 1 2 3 4 1 1 2 3 4 1 2 3 1 4 1 2 1 3 4 1 2 1 3 4 1 2 3 4
He
a BI + + G+ C4+ + G4+1 C4+1 1 +1 C4+1 +1 C4+1 G+1 C4+1 04+1 C4+1 CA+ 1 G+ +1 CN 1 +1 04+1 C4+1 C4+1 C4+1 C4+1
.24ir
Jamb B 8 a 8 '0 a e 8 I B I 8 I B 0 B a 8 8 10 10 10 10 10 10 10 70 10 10 10 10 10 10 10 1 10
01.0 P-hook B+7 eN 6+ 6+7 7+8 7+8 7+0 7-8 7+8 1 7+8 1 7+8 7+8 7+8 7+6 7+8 7+8 8+9 8+9 8+0 8+9 8+0 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 0+10 9+10
y + Headmill 04+1 CA+1 G+1 C4+1 C4+1 04+1 C40 C4+1 C4+1 G+1 C4+1 04+1 G+1 G+1 G+1 C4+1 G+1 C4+1 CA+1 04+1 C4+1 CA+1 G+'1 04+1 C4+i CA+t G+1 Grt G+7 G+1 C4+1 C4+1
,y# 30' Jamb B B 8 a 8 8 a a 8 a a 8 8 B a a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
,; ,,,•, y,• P-hook Or7 6+7 6+7 6+7 7+B 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+9 7+6 7+B 8+9 B+9 8+9 8+9 8+9 0+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 g+10
-$t _.�,,.. Head/SLL C4+1 C4a1 G+ C4+1 (W1 C4+1 04+1 G+1 G+1 C4-1 G4+1 0441 G+7 G+1 G1+1 G+1 G+1 C4+1 C4+1 CA+1 C4t1 G+1 Gi+1 G*1 C4+1 C4+1 Gr1 CA+1 C4+1 Gr1 CA+1 C4+1
Y a88' DLO Jamb a 8 8 8 B a 8 8 B 8 8 8 B B B 8 10 10 10 10 70 1a 10 10 10 10 10 10 10 10 10 10
f` P4rook 6+7 0+7 8+7 g+7 7+8 7+B 7+g 7+8 7+B 7+5 7+8 7+B 7+g T+B 7+8 7+8 8+9 8+9 0+9 8+9 B+B 8+9 a+B B+g 9+10 9+10 9+10 9+10 9+10 9+10 8+f0 8+10
J f �.. Head/SLL [C4+11 C4+1 C4+1 G+1 C4+1 G+1 04+1 C4+1 G+1 G+1 C4+1 G+1 CAr1 Gt1 G+1 Gi+1 G+1 G+1 G4+1 C4+1 CA+1 04+7 CA+t CA+1 C4+1 C5+1 G5+1 G+1 Gtt C5+1 C5+142' DLO Js 8 8 B 8 8 a a a 8 e 8 8 B B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10'P.hook B+7 6+7 7+8 7+8 7+8 7+B 7+8 7+B 7+8 7+B 7+B 7+B 7+8 7+8 B+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 Bt10 g+10 9+1041' HeadBfl G+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 G+2 G+2 G+2 G+2 C4+2 G+2 C4+2 CA+2 G4+2 C4+2 CS+2 CB+2 C4+2 CIS C5+2 C5+2 C5+2 C6+2 C5+2 C5+2
, Jamb 8 8 B B 8 0 8 6 a 8 8 a 8 g 10 10 10 10 10 10 10 10 10 10 10 10 10 1010OLD P-hook 6+7 e+ 7+8 7+B 7+8 7+6 7+8 7+8 7+8 7+0 7+8 7+B 7+8 7+B B+9 B+9 B+9 8+8 8+8 8+9 8+9 8+9 9+10 G+10 9+10 9+10 9+10 9+10 HeedlSla C4+2 G+ G+2 C4+2 C4+2 C4+2 C4+2 G+2 G+2 G+2 G+2 C4+2 G+2 G+D4Lr0 Jsrtib e a a B 8 8 a a a6B8P4Jook" 8+7 8+7 7+8 7+8 T+8 7+8 7+8 7+B 7+a 7+8 7*8 7+8 7 7+8 Not available In these Sizes
FaedlSfl CA*2 G+2 C4+2 G+z G+2 C4+2 C4+2 G+2 G+2 G+2 C442 G+2 G4+2 C4+2 + C8+2
n r: c00' T 'Jamb a" B B 8 6 8 8 8 a 8 B B 8 6 8 8
a - P4rook e+7 6+7 6+7 6+7 7+a 7+8 7+8 7+8 Tait 7+8. 7+8 7+8 7+8 7+8 + 7+B
= EXAMPLE ON SHEET 9
_ t OTES: DLO WIDTH=
POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4 SILL NOM.PANEL WIDTH-T
).WHEN USING THE 2-1/2'SILL POSITIVE WATER DP IS 48.67 PSF MAX.WHEN USING THE 3 1/4"SILL, TABLE 2A:
„ SITIVE 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 DLO HEIGHT=
g NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water infiltration Rating) OH LENGTH DOOR UNIT HEIGHT-10.125"
x )4•,371/4-AND 2-12'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 171/2° bill Riser Height
ILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design K
(Flat or Box,see w =
OSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure, sf = OI PANEL HEIGHT
OH RATIO 2 1
p
heet 17)SO DOOR UNIT HEIGHT-1.866"
OMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Z o
OVERHANG C
OT RATED FOR WATER INFILTRATION. Flush-1-1/2' see rate 3 O
SEE SHEETS 1D-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT +60.0
INFORMATION. Low-2-1/2" +46.67
d 4 Medium-3.1/4"
)DOOR 612E TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. +60 0
JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE OH LENGTH l
SEE NOTES 1-3 OH RATIO=OH HEIGHT PRODUCT REVISED
as complying with the Florida j
Building code II
E FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FORASSEMBLY DETAILS, HOA-No. 16.0629.06
"''' StralghtAstragal Lockstile @ 90'Asuagal Lockstile @ 135'Astragal Lockstile @
•r;., Interlock P-hook Lodcstile@Jamb Assembly Straight Astragal Assembly 90'Astrdgal Assembly 135'Astrdgal Paplrntion Oate 02/17/2020
[Heavy-duly5tiles Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile HeavydutyStile Heavy-duty Stile Heavy-duty5tlle By
Inside Mlam a Uct contror-
Standard Astragal. outside Comer, , Outside Comer
.Comer 1yr 't•!:, /
Inside <<'-•-, + `^�
r Comer Outrid57
Inside Comer Comer
Part#61(SUIe).. Part#61(Stile) Part#119(Out) Part#61(Stile) ..o.5c?'i15
7:
- .Part#61 Part#116(Corner Parts#31  Part#61
Part#61(x2) Part#61 Part#61
_ Rart8671Ba9 Part (In.}Receiver) (Conn.&Fxd Mount)
s'9;iEr r
10787ECHNOLOGYDRNE DIPANDANCHORAGE
6 SERIES 770 ALUM.SGD-LM IMPACT
A or war ® •• c� — +22 `c POTJ)f30 B A.LYP E.p IIL8L706 P-E
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LE3: TABLE 3A:
a Design Pressure(DP)and Anchor Quantttles Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP
u Irk
semen wtragd mehoraya on 90'or 135'comer units,see ahead 11 (May be Ilmhad by Table 3A) (Water Infiltration Rating)
f Door Unit Height Sill Riser Height
spplles to Gillis Types 4,4A 80' B4' 90' 96" 702" tOB' res Design
(Flat or Box,see Pressure,PSI
.7.7A.8&8A and tin Stile/ 69-/8 DLO !e'DLO 79.7/8"DLO &5 Wll°DLO 91 7 DLO 97-/8'D O Sheet 17)
:Asirs®d type stmval DslaW. of G Z12
on Gro Anchor Group rc r netnrOroup or Group Flush-1-1/2" see nets 3
1 Z 3 4 1 3 4 1 2 3 4 1 2 3 4 T 2 3 4 1 2 3 4
:. Proasuls +�0.0 1 _ PSI
/2° +48.87
+/-7. s Medium-3-1/4' +60,0
Ar -'HWd151➢ C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 CG+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 C4+1 C4+1 C4t1 C4+1 C4+1
r" 24= DLO -Jamb "tt B 8 8 8 8 8 8 6 0 8 8 8 B 6 8 10 10 10 10 10 10 10 10 H>OTES +80.0
#., pfiook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 a+9 8+9 8+9 9+9 8+8 6+s 8+9 8+9 SEE NOTES 1�
Doc Pmssure +/,920 f +/82.5 pst +1-76.0 st
.�, 23' Hesd/91B C4+1 Gt+9 C4+t 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 C4+1 C4+1 C4+1 C4+1 C4+7 -----
.DLO Jemb 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 B 10 10 10 10 10 10 10 10
'f r� p-0oak 6+7 7- 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+11 8+9 1 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9
DosIgn Fresubs +/-90.Opsf +/A2.5pst +1-75,0Pst
29' HsarYS® C4+1 Cd+1 Gi+2 G+2 C4+1 C4t1 Cq+2 C4+2 2;1 C4+1 C8+2 C5+2 C4+1 04+1 C8+2 (xr+2 C4+1 C4+1 C5+1 CS+t C4+1 04+1 06+1 C6+7
DLO Jamb 8 8 8 B 8 8 8 8 8 6 8 B 8 8 10 8 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+1 7+8 7+8 7+8 7+0 7+8 8+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 6+9 8+9
Das/BnPrwsurs +/-W.Opsf +/-82.6psf +1-75.0pst OH LENGTH
35' HesdfSlY 04+2 C4t2 C4+2 G+2 C4+2 04+2 C5+2 C5*2 C6+2 C5+2 C5+2 C6+2 C8+2 C6+2 06+2 C5+2 C5+2 C5+2 CS+2 C5+2 C6+2 C5+2 2+2 26+2
DLO Jamb 8 8 8 8 8 8 0 B 8 B 10 8 8 8 10 8 10 10 10 10 TO 10 10 10 O
-Rhode 6+7 7+8 7+8 7+0 7+8 7+B 7+8 7+8 7+8 B+9 B+B 8+8 8+8 8+9 8+9 8+9 6+9 B+9 8+9 8+9 8+9 8+9 8+9 8+9 Ei
of t7as<9n Pnssurs +/-90.0 psf See Note A beb9c +1.82.6 psf +/-75.0 psT x QI OH RATIO Z 1
,. 41' Hsad/SIH C4+2 C4+2 C8+2 CS+2 04+2 C5+2 C8+2 C5+2 C6+2 C6+2 C6+2 C5+2 C6t2 C5+2 CCI0
05+2 C6+2 C6+2 C6+2 C5+2 C5+2 C6+2 CIS O
DLO Jamb 8 8 8 B 8 6 10 8 8 8 10 8 8 8 1010101010 10 10 10P-hook 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 B+9 8+9 5+9 0+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 8+10 J—
R 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 jl'PE 7
NOTES: OH RATIO=OH LENGTH
)POSITVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4'SILL bL0 WIDTH= OH HEIGHT
);WHEN USING THE 2-112'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4°SILL,POSITIVE WATER NOM.PANEL WIDTH-T
Dt?IS 80.0 PSF MAX WHEN USING THE 4"SILL;POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A DLO HEIGHT=
3 ,3-1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHERE-AS THE 1=1f2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125"
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
ABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT=
fiU1LDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. .. DOOR UNIT HEIGHT-1.866"
)SEE SHEETS 10-14 FORANCHORAGE SPAGNG,EDGE DISTANCE AND EMBEDMENT INFORMATION.
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED., PRODUCT REVISED
- as compsying with the Florida
BuildiHE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. moA-No.
Code
StralghtAstragal Lockstlle @ 90'Astragal Lockstile @ 135'Astragal Leckstile @ woa No. 16.0629.06
Interlock. P-hook Lockstlle@Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135"Astragal Expiration 0ate02/17/2020
Heavy-duty Stiles. Heavy-dutyStlie Heavy-duty Stile Heald duty5tlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyst le Heavy dutyStfle By
Heavy duty Astragal Outside C Co a Mlam roduet control
Outride Come
Cornercov
„!
f Insides
Inside Comer'I 1 Corner Outside - c
Corner •' .�.�•�
Partlf6l(SBIe) Part#61(Stlle) partlt119(Out) Part#61(Stile) _ '�=•5`-">>
r •`Part#61(X4) Part061 PIut M61 Part#68(Astragal) Part fi61 part N118 er) Part N120(In.) Parts#31rn.&Fx  Part N61
a Receiver) (Corn.&Fxd Mount)
roroiEvrerocvora+/iE DP AND ANCHORAGE } ~
SERIES 770 ALUM.SGD-LM IMPACT '
A.LYNN MILLER,P.E.
ran arc ° sOD 770 NTS 8 +22 PGT0130 B p.E.A ss7os
10/10/f4 cmr,OFAurrd ams.
1 JJ�
' NO FRAME 2+8'P-HOOKANCHORAGE CONSISTS OF: SEE'C5"CLUSTER
a 1 E - JAMB (7)P-HOOKANCHORS, SEE'C5'CLUSTER MAX UNIT WIDTH DETAILS,SHEET 10
•.REQUIRED 0 (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
EXTERIOR PLANE)SEE TABLE 2,SHEET 7 : INTERLOCK REQUIRES"CB" SHEET 10 FOR INTERLOCK
IS '' :; •POCKETS AND 80"NOM. CLUSTER,SEE 24"MAX.O.C.
SEE POCKET (6)P-HOOK r-------- - x PANEL WIDTH DETAILS,SHEET 11 x x
a€ JAMB MOUNTING 1 x x x
INSTALLAON, x x xx x x ! xx x x x xx xx x x x x x-6—M�AX
INSTALLATION. T
8 SIS SHEET ANCHORS MIDWAyHEET 14 BETWEEN P OOK o i4 PAIRS
`3"MAX x I
7 ANCHORS 8 AT 3' i I ° —FRAME x ANCHORSF
FROM TOP& j 1j�®' I eO ANCHORS 96' (TOTALS
8 BOTTOM ta• I I o - UNIT 21• ANCHORS)
MAX TO OPENING i H MAX O.C.'o I I 14 MAX O.C. n®-P-HOOK O.C.
HEIGHT PER JAMB
EDGE OF POCKET SEE I ffi ' 0 ANCHORS x x� (SEE JAMB
INSTALLATION i�g 01 .' DETAIL
DETAILS'Jc'8'Kc', imp °0 ITITI o=P-HOOK BELOW)
c s END PANEL SHEET 148 PART I®I I i MOUNTING
t ¢ MAX ANCHORAGE DETAILS')"8'k, jL�j®1 ° 3• ADAPTER x
(2 ANCHORS) SHEET 19 FOR I _ f I ANCHORS x
P-HOOK ----_e-MAX `°t _ - x x x
�•+2' x' �xi . END PANELx x xANCHORS x' xEND PANEL X ANCHORAGE
(SE E
SKETCH BELOW)
x Z"ANCHORAGE x' MZANCHORAGE xxx
(SEE SKETCH BELOW) +2" ANCHORAGE
_ CENTERLINE B•MAX,TYP• ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OFPANEL 1 2.04"
MAX EXAMPLE:PLE:5-PANEL,2 TRACK 90'OUTSIDE CORNER- )OMO-EXT.MOUNT POCKET ANCHORAGE PLAN:
,,� C• 60'x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
4. ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
w 1)APPROVED ANCHORS:SEE TABLE A ANCHORS MAY BE ADDED SHEET 1 AS NEEDED TO ALIGN THE
€, 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 3.SHEETS 6 8: ExTERIo
c HEAD OR SILL IF A SPLICE
CENTERLINE OF HEAD 8 SILL:W MAX_FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21• OCCURS AT THE P-HOOK.
NOM. •I INTERLOCK APPROPRIATE TABLES,SHEETS"AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX,
SEE"C5°CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
TH ETA m SHEET 10 ANCHORS PER PANEL ADDITIONAL ANCHORS 24'O.C.MAXIMUM.
s FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY " 5.64"
"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXTANCHOR
CLUSTER IS OVER ZV,OTHERWISE ANCHORS ARE NOT a a, 6"MAX. PRODUCT REVISED
3.5' REQUIRED AS PER THE FIGURE AT RIGHT: as •s com In with the Florida
CENTERLINE JAMBS 8 P-HOOKS;6"MAX FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 3.,,ding a
2-TRACK- NOA-No. 16-0629.06
g OF PANEL 2 O.C. (P-HOOK)UTILI7JNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB
- P-HOOK ANCHOR DETAILS ON SHEET 14. Expiration Date 02/17l2020
'+7 ANCHORAGE ANCHOR PAIR
REQUIRES SEE"C5'CLUSTER END PANEL By
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE F DETAILS,SHEET 19 OF ANCHORAGE Miam' a r•duct Control
i�2 k, • 1 DETAILS,3HEET11. FORASTRAGAL (2 ANCHORS) 8•
4 INTERLOCK ASTRAGAL
t F • 4.051' 3.5" I MAX `•, t l l r t r n
'
a
n CENTERLJNE CENTERLINE "+2'ANCHORAGE CENTERLINE
RIOR V. i.- '+7 ANCHORAGE I �— 7
OFPANEL 3 OF PANEL 4 OF PANEL 5 j ( .
- SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
a to,o>EorNocogrn>vt� ANCHORAGE SPACING&EXAMPLE PLANS o '
t✓»+Jt� SERIES 770 ALUM.SGD-LM IMPACT
_ :: ..
10
s s..e re a.+ore ar YNN
0.LYNN HILLER P.E
OT p"" O CERT.CFALML92RM sco-�ro NT5 9 +22 PGTD190 B P.Ex59705
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG. 2 04°
INTERLOCK+�IFNEEDIED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED 2.04'
I CENTERLNE 1 CENTERLWE '08'CLUSTERDETAIL) CENTERLINE 1.76'
3.W
eXrFRioR 8"DIAG.
oT T 3.5" 21' rz�/
` 1.76°
s. W7' 3.5
rEwoR
2.04' 204' 4" 21"
0.
fl 5.64" MAX.
TR 4'DIAG. 7" O.C.
EXTSRIDR2-TRACK FRAME HEAD/SILL 10, 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 6'MAX
Q ASTRAGAL OR INTERLOCK Rl ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK b�"�2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 0 CLUSTER FRAME JAMB
t ,ANCHORS ARE REQUIRED,'C47 ANCHORS ARE REQUIRED,'C51 ANCHORS ARE REQUIRED,'CA') ANCHOR PAIR 6"MAX
A
i ¢ 4-TRACK
6"DIAG. FRAME JAMB
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION ANCHOR PAIR
INTERLOCK�IF NEEDED INTERLOCK I CONDITION,USE INTERLOCK IF NEEDED 204• — °
P7 �✓
Y CENTERLINEI 7.
CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3 5.
ANCHORS MAY BE INSTALLED
0
21' Y ILEITHER IN THE EXT.OR tNT.
` 2.04' "DIAG. MAX TRACK(INT.SHOWN)
O.C.
2.04"
5.64" NOTES:
1.ALL DIMENSIONS SHOWN
w 7• FOR 7 4'pIAG. FxrewDR 3,5^ ARE BASED ON MIN.
I� �L 3.5 6•MAX ALLOWED.
' 3-TRACK FRAME HEADISILL `� 3-TRACK FRAME HEAD/SILL J 3-TRACK FRAME HEAD/SILL
Q ASTRAGAL OR INTERLOCK (i�ASTRAGAL OR INTERLOCK ((4 ASTRAGAL OR INTERLOCK 2.FOR HEAD NC SILL SPLICE
t ,`.. LOCATIONS/ANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB PaHOOK SEE SHEET 9.
k
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,'C6� ANCHORS ARE REQUIRED,'C6') ANCHOR PAIR
j S FOR SPLICED
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR (FOR SPLICE CONDITIONS ONLY:
(FOR SPLICE CONDITION,DO NOT SPLICE LOCATION
3 INTER NEEDED INTERLOCK CONDITION,-USE INTERLOCK USE THIS DETAIL)
'CENTERLINE I CENTERLINE I'. CENTERLINE
CB'CLUSTER DETAIL) IF NEEDED
1.7W I 3,5• 3,5. PRODUCT REVISED
3 5. —+•1 3,5° 7 as comPlyinp with the Florida
9ulldin9 o
'? NOA-No. 18-0629.06
' Expiration Dato 02/17/2020
2.04" 4'DIAG. 2.04' 4'DIAG. 2.04'
0Y
a s 7- b 3T DIAG. 'DIAG. Mlam a rot ue Control
2.04" ;
R EXT)WOR 7^ EXTERIOR 7^ 3.5" .1::",,;,=s. .•.;;,
4. nn
V 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
(HI ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK flo."'70'' T
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6')
ANCHORS ARE REQUIRED,'C41 ANCHORS ARE REQUIRED,'CS' WITH 8 WITHOUT SPLICE CONDITION 6 !!
fUMTECHNOLOGYDRIVE ANCHORAGE,EXAMPLE CLUSTERS
SERIES 770 ALUM.SGD-LM IMPACT
o� ate'Y A.LYNN MR I FR RE
1�0/f1 °10 OWL OFAUTPLASM ® soD770 NTS 10 d 22 PGTO130 B P.E.#58705
` n,
k
204" 2.04- IWERIOR 2.04' INTERIOR 2.04' NOTES:
x
.,. —1mBm iN E t r 1.ALL DIMENSIONS SHOWN
?4-DIAG. 4'DU\G- 8•94- ARE BASED ON MINIMUM
8.12' 3.5' 3.5' ALLOWED.
qlo 0 MITERIOR 3 7- INTERI 1 INTERIOR 1 ° 2.DETAILS DEPICT ANCHOR
QUANTITY AND SPACING,
EXTERIoa AND WOULD BE IDENTICAL
E7QEWOR IOR 4'DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4. 3.5' 4- 3.5' 4' D(TERIOR "+1"ANCHOR
04' �� 2.W XTERIOR 2.04' EXTERIOR 4- 2.04' 7" 8.94"
80"CORNER 90°CORNER 135'CORNER 135'CORNER
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I CENTERLINE
} (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL
fi HORS ARE REQUIRED,°C�' ANCHORS ARE REQUIRED,-CgT) ANCHORS ARE REQUIRED,-�gjD ANCHORS ARE REQUIRED,"C6-)
4.08- '+2"ANCHOR
- I TT FOR *37-
WERIOR .
•
a "M "+1"ANCHOR 2.04"
4" 30 p� 4"DIAG.
� "
a 90° T 3.5' CENTERLINE
EXTERIOROF PANEL
4A6" 4.UB' "+3"ANCHOR
CENTERLINEl' 3.6" 4- OFPANEL 2.04' 4"DIAG.
EMRIORRIOR L -+2"ANCHOR 3.5'
7' � ALL
90"CORNER 135'CORNER n VIEWS 7°
9--TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V CENTERLINE
" ('C8"ANCHOR CLUSTER REQUIRED ('CB'ANCHOR CLUSTER REQUIRED L OF PANEL
° AT ALL 3--TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG 2-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
6.12'
INTERIOR INTERIOR 2.04"
2 04.. .12" 3.5"
EXTERIOR CENTERLINE
4' INTERIOR 5.88" OFPANEL PRODUCT REVISED
OR as campsyIng with the Florida
x. 90 135° "+3"ANCHOR Building Cod0
4. 3'� 2.04" NOA-No. 16 0629.06
Expiration Data 02M 7/2020
d 3.5" By
•;; 2" 8.12" 7" FJ(TEWOR ermrq MI -D rod=t Control
R
3.5" 4' ,.Iytl;i.Ii,;,;i,;
4'DIAG. 3.5` 3.5' I .,/
Ry 7' FMERIOR 4- ' 204" I�CENTERLINE �1t 'lic c'•jnn
90'CORNER 135'CORNER I OFPANEL
r 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL %S
CB ANCHOR CLUSTER REQUIRED C8 ANCHOR CLUSTER REQUIRED 4 TRACK FRAME HEAD/SILL Y1
- �- LUS INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS)
(3-TRACK SIMILAR) '; �b ,•�;
romrEcrcrocoorpnr,vpffANCHORAGE,EXAMPLE CLUSTERS • •`•�.c'i,:a:''•',"`'
SERIES 770 ALUM.SGD-LM IMPACT
iwr}tao-rero
°v°oM6 'x10 A LYNN MILLER,P.E.
Ot CZRr.OFAUMOmm . 3G0-770 NT.S 11 •22 PG70130 B P.E#svos
r
k �'
' STALLATI ON DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE:
�. EDGE DISTANCE: EDG;;#
THE METAL SUBSTRATE
SEETABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE
' 2-1/16•' 2-1N8•• NOTES:
Po 1/4° 1/4' 1/4' 1.ALL DIMENSIONS
MAX. MAX: MAX. SHOWN ARE BASED
SHIM O$SE
SHIM EXTERIOR SHIM ON MIN.ALLOWED"
e • EMBEDMENT:
a 2.METAL OR WOOD
SUBSTRATES MAYBE
LE A, USED FOR ALL FRAME
SHEET4 TYPESPERTABLEA,
WOOD WOODANCHORTYP, OOD WOOD ANCHORTYP., METALTYP., , SHEET I.
TYP.,SEE ANCORSEE ANCHOR NOTES TYANCHOR SEE ANCHOR NOTES SEE ANCHOR ES
NOTE 3,-6HEET 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 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD •DIAGONAL O.C.
z IS
®WOOD INSTALLATION ®w WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
a WOOD ANCHOR TYP., .2X WOOD WOOD ANCHOR TYP., 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
EANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
TE 6.SHEET tFMRIOR
NOTE 6, THE METAL SUBSTRATE
1(1/4 MAX) 1 SHEET 1
a T < J. .(1r..:.. .1 (1/4"MAX)I} T R EMBEDMENT:SEE
r 47 q "DISTANCE:
tr TABLE A,SHEET 1
+ 2-1118"•
o1/1
EDGE DISTANCE:
EDGE DISTANCE: SEE TABLE A,SHEET 1
SEETABLE A,SHEET 1 SEMBEDMENT:SEE TABLE A SHEET 1 EMB ,
®WOOD INSTALLATION WOOD INSTALLATION INST2-TRACK FRAME SILL 3-TRACK FRAME SILL A;�?%4-TRACK ALLASILL
TION
e e EMBEDMENT:SEE
ty TABLE A,SHEET 1
EMBEDMENT:SEE
TABLE A,SHEET 1 ~I EDGE
DISTANCE:
SEE
j METAL TYP., SHEET 1
v H
EMBEDMENi:SEE 1 PRODUCT REVISED
EDGE DISTANCE:HEET 1 TABLE A,S --] SEE ANCHOR as complying with the Florida
EDGE DISTANCE: O SEE TABLE A, NOTE 4,SHEET 1 Building
, 2X WOOD
SEE ANC OR SEE TABLE A, 2X WOOD SHEET 1 NOA�7o. 16 0629.06
SHEET I TYP.,SEE ANCHOR Expiration Date 0 211 7/2 0 2 0
NOTE 3,SHEET 1. NOTE 3,SHEET 1 2-1/16'
1` SMS ANCHOR TYP., By
' 21 ` - Miem o uc on ro
2-1H8°• SEE ANCHOR NOTES
WDOD 2-1/16 • &TABLE A,SHEET 1
ANCHOR TYP,
ANCHOR NOT WOOD ANCHOR TYP., MIN.OF 3
TABLE A SHEET 1' SEE ANCHOR NOTES. THREADS
&TABLE A,SHEET I BEYOND THE oaY LYNN
EXTERIOR METAL �� C�
t ° EXTE� �L SUBSTRATE �
" r 1/4•MAX SHIM If- �!
q a 1/4•MAX SHIM Imo—
1/4'MAX.SHIM 56705 _
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB a6 4-TRACK FRAME JAMB
WOOD INSTALLATION ®WOOD INSTALLATION Iw METAL INSTALLATION
ae .
omTEaoxnd ANCIIORAGEDETAILS �C 6 n4 bF ?w=
�0 teo teoa SERIES 770 ALUM SGD-LM IMPACT /' SS/py AL E.'
a °�• o� °1rON6 "°' A[�MIMIL'L:gf P.E.
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s
NSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
1, NCRETE TABLE A SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
TABLE
PER TABLE
2-1/1g.• 2-1/16— PER TABLE 2-1/16"• ON MIN.ALLOWED.
SHEET 1 A SHEET 1 A.SHEET DIAGONAL O.C.IS
1 1/4'
•
'•" EXITRIOR
•.; :i:.�� .� ,.�.�_...- -'.4: .;..�': :••1 :a': .t:.,c - ': r SAXI�. MIN4"((HEAD&SILL)
s r t OR 8° JAMB)SEE
EMBEDMENT: 1/4' 114" DETAILS,SHEETS
S rTABLE A MAX. FJREwOR MAX ExtERIOR 10&11.
SHEET 1 SHIM `r SHIM
ROPERLY 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&
" NCHOR 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 4Z 4-TRACK FRAME HEAD
\Ar/CONCRETE INSTALLATION �CONCRETE INSTALLATION CORETE IN
STALLATION
�A s
t ' , CONCRETE ANCHOR TYP., . PROPERLY SECURED,X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
1"r. SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
i 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
EEANCHOR SEEANCHOR SEE ANCHOR l
TE 5 SHEET NOTE 5, NOTE 51
1(1/4'MAX) SHEET 1 SHEET 1
(1/4"MAX) (1/4'MAX) - .^ I
TERIOR I —( WO ,!' r}' E%�RIOR Ali 'r'.;:,.r•. 1
2-1116" a j 2- 8 CONCRETE
1/1 "' 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
t EMBEDMENT:SEE TABLE A SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1 A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 f
2-TRACK FRAME SILL 3 TRACK FRAME SILL 4 TTiACK FRAME SILL 1
\W CONCRETE INSTALLATION Ee CONCRETE INSTALLATION Pc CONCRETE INSTALLATION
• EMBEDMENT.SEE
TABLE A,SHEET 1 --`I
r EM9EDMENT:SEE
TABLE A,SHEET 1 �1 EDGE DISTANCE
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT:SEE CONC.ICMU ANCHOR _ SEE TABLE A, e.•; SHEET 1 PRODUCT REVISED
IX WOOD BUCK TYP.,
x t+Sa —�- E SEE ANCHOR NOTE 3, smiajl a In owith the Florida
TABLE A.SHEET 1 TYP.,S E ANCHOR SHEET 1 F9
EDGE DISTANCE NOTES&TABLE A SHEET 1 NOMJo. 16-0629.06
J e0 PROPERLY SECURED �! .
r' SEE TABLE A
* - &WOOD BUCKTYP., SHEET1 , Pxpiratlon Data 02117/2020
ANCHOR NOTE 3, SHEET I
SHEETI red CONC./CMUANCHOR ,:° 2-1116"
TYP.,SEE ANCHOR By
CONCJCMU ANCHOR •2-1/18'• PROPERLY SECURED NOTES&TABLE A, Mlam uct Control
1XWOOD BUCK TYP.,
SEEANCHOR SEE ANCHOR NOTE 3, " CONCRETE SHEETI CONCRETE
OTES&TABLE A OR CMU
SHEET 1 CONCRETE SHEET b• OR CMU
FXTEMOR r'; PER TABLEPER TABLE
g' n OR a OR CMUERTA LE E o p` A SHEET 1 A SHEET 1 `�� 0�,1 L'fNk�/4�F�
4
V 114'MAX SHIM - I� vsE'•;
C A,SHEET 1 1/4'MAX SHIM —•I I�'
1/4'MAX.SHIM
No.58705
2-TRACK FRAME JAMB ®3-TRACK FRAME JAMB ®4-TRACK FRAME JAMB M
a Gc CONCRETE/CMU INSTALLATION CONCRETE/CMU INSTALLATION Ic CONCRETEiCMU INSTALLATION - s�16 _
i ' ' tOlU1E[J01OlOGY0RIVE ANCHORAGE DETAILS ,fit., sT a i :u<
cw0 isaleoo SERIES 770 ALUM.SGD-LM IMPACT,� 7nT - ^- v .�?
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STALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAMEJAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
Y EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
` W FRAMING TABLE A SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
INFILTRATION ILLUSTRATIVE
0 o WOOD ANCHOR TYP., CONCJCMU
SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET i' 28 ANCHOR NOTES& TABLE A,SHEET 1 FOR
:SEE TABLE A, (ALSO SEE TYP. ` TABLE A,SHEET 1
ALLAPPROVED
y S SHEET 1 ILLUSTRATION,SHEET 9 '•'r ^,• , SUBSTRATES.
1-1/4'MIN.EDGE DISTANCE
f 1 DISTANCE:SEE ;+ EXTERIOR 3.SEE TABES 1-3,
LEA SHEET 1 EMBEDMENT: r,°: 13 SHEETS 6 8 FOR
'^r REQUIRED P-HOOK
2e SEE TABLE A, r' "^. P-HOOK MOUNTING
EXTERIOR SHEEi.1 r . , 'T•`" ADAPTER CONCJCMU AND P-HOOK
{ F PHOOK WOOD ANCHORTYP., ,� ANCHOR TYP.,SEE MOUNTING ADAPTER
P-HOOK y..'. ANCHOR QUANTITIES.
4 SEE ANCHOR NOTES CONCRETE OR - ANCHOR NOTES&TABLE ALSO SEE EXAMPLE
SHEET 1 EMBEDMENT:SEE A,SHEETI
1 $ &TABLE(ALSO SEE 0 2.893'MW. CMU PER TABLE TABLE A SHEET 1 (ALSO SEE TYP. ON SHEET 9.
t t ILLUSTRATION,SHEET 9) EDGE DISTANCE A SHEET 1 ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS 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 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 CNCJCMU
NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE
IN:OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE
NO THE METAL ANCHOR NOTES A SHEET 1 ;-•< ANCHOR NOTES&TABLE
A,SHEET 1
iSU 28 BSTRATE &TABLE A.SHEET 1(ALSO SEE TYP. EMBEDMENT: ;.r,;; (ALSO SEE TYP.
- ILLUSTRATION,SHEET 9)
.:..°::'-.::�. `•.'•.•: .
ILLUSTRATION. SEE TABLE A,SHEET I 2e
< EMBEDMENT: SHEET 9) r•-• ':°.::_ .'c
SEE TABLE A,
SHEET 1 DISTANCE:SEE u"
E A,SHEET 1' '"T 1-1/4"MIN.EDGE DISTANCE
., PRODUCT REVISED
30 30 as oomptying with the Florldn
Building CCoodd.
^i P-HOOKSMS ANCHOR TYP., EXTERIOR
P-HOOKCONCJCMU EXTERIOR HOA-Ho. 16-0629.06
x SEE ANCHOR NOTES
&TABLE A.SHEET 1 ANCHOR TYP.,SEE rl_ F.xplmtlon Date 02/17/2020
rh, (ALSO SEE SHEET
I ANCHOR NOTES&TABLE 9
�7
2.693"MIN. A,SHEET 1 2.693"MIN. Miam roduet control
a ILLUSTRATION.SHEET 9) EDGE DISTANCE,,, (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9)
y. P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS
PARTS PARTS
r w METAL INSTALLATION R S EXTERIOR CONCRETE INSTALLATION NSTALLATIONS 0 �Y
EXTERIOR '��• O�V NN Ati< �,
(�
. ` a (SEE TABLES 1A.2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT ��ti� 'Jp rls� '•.;y am
k ' FOR WATER RATINGS) ONLY i FOR WATER RATINGS) ONLY = Flo.5E705
torotEtaiaornervE ANCHORAGE DETAILS
`: KVEMC$R9�8 m ;'n,^•-.'�LORiOP'.•'lC2`:
le,t}�yt� SERIES 770 ALUM.SGD-LM IMPACT
ort ® a.rr,se mi` ei..[ a..yre ^" d.LYR•It� I�ElT;P.E
CERT.OFAUJM,AMM s64770 NTS 14 d 22 PGT0130 B v.e a 6sros
t
'�.
ONFIG: EXAMPLES
MAX.UNIT
.• �n WIDTH - MAX-UNIT WIDTH
4 HEADER DETAIL'A, MAX. NOM.PANEL WIDTH
YSHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS'Avd&'Ad. WIDTH INTEwoR
SHEETS 12&13
NOTES:' EXTERIOR
L ' 1)SEE SHEET 17 FOR INDIVIDUAL '
P,AAIELCONROURATIONSAS'
' 90°
$ AFPLICABLE SEE DP/ANCHOR PANEL PANEL
TABLES,BL EE EE D FOR MAX PANEL TYPE TYPE PANEL CORNER DETAIL'NZ',
PANEL HEIGHT AND WIDTH SEE TEE QS' AS. TYPE SHEET 19&CORNER
t 'A' K ANCHORAGE SHEET 11
SI�ET318&19 FOR SECTION NOM. MAX.UNIT
RE(AILS AND SHEETS 12-04 FOR MAX, / PEEL / / MAX HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL WIDTH TYP. DLO PER M',SHEET 19
2)ti 1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER / HEIGHT TABLES EXTERIOR INTERIOR
E&CH LOCKSTILE,LOCKING INTO
5 WER(ITEM 103)AT FRAME JAMS NOTE 2 TABLES 1� 73
'TASTRAGAL, l� JAMB DETAIL'O3',SHEET
3) LEASESEE APPLICABLE x 18;INSTALLATION DETAILS
3. AS�f`RAGAL'&INTERLOCK X X 'GW&'Gd,SHEETS 12&13
COMBINATK)NS PER DP/ANCHOR
T LES.: 90° DLO WIDTH=NOM.PANEL WIDTH-r
DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
SILL DETAIL'D',SHEET 18: PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XX=
.-'DW.&"DC,SHEETS I2&13 SIUCONE HOT-MELT BUM
J110—
STRUCTURAL
SILICONESTRUCTURAL SILICONE
`irl +a BY OTHERS POLYI OBUMEN 1W NOM. FOAM 3/16"NOM.
WITH DESICCANT WITH
-�= - DESICCANT
EXT.GLASS EXT.GLASS
#8 X 1'
#10 X 1-1/2' PH SMS
PH SMS
INT.GLASS INT.GLASS
KODISPACE 4SG TPS +zs SUPER SPACERONXTTM
$ PRODUCT REVISED
ro ALUMINUM as complying pl ing with tho Florida
REINFORCEMENT POLYISO- DESICCANT FILL AREA Building Coda
BUIYLENE NOA-No. 16-0629.06
PANEL CORNER FRAME CORNER 6.NOM. SEAL 6118"NOM. FxprraUon DataO?J+7/2020
DETAIL DETAIL B�vLa ROLL-FORMED SILICONE SEAL
DESICCANT By
FOAM
T STAINLESS STEEL Miom ad uet contro
d EXT.GLASS
` �Partll Description Material EXr.GLASs
r 124 Komrmilirl0 480 TP8 Spacer System
125 Quanex Super Spacer nXT with Hat Malt Butyl Sea this
Shoat 10r .- INT.GLASS INT.GLASS :.,.c6.,:i
120 Quanex Duraseal Spacer Materials
127 Cardinal)C Edge Spacer DURASEAL®SPACER +zT XL EDGE'MSPACER -
z� TESTREPORT5:F71-6717.898838970
lslf g -
w .rs osflsrmre a"�ADDEDSPACERS +cm ANCHORAGE DETAILS/EXAMPLE ELEVATIO
SES 770�ALUM.SGD-LM IMPACT
_ A.LYNN MILLER,RE
f tia7aYl a.�e CW..QFAUrI #2=ff ® SQ6TJ0 NT5 15 +72 P0T0130 B P.E..#56705
a
r -
Y
ONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET'18;
INSTALLATION DETAILS'Gv/&IGO,SHEETS 12&13
s r MAX
JAMB DETAIL'G2', ASTRAGAL. HEADER DETAIL'A',SHEET HEADER DETAIL'A',SHEET t8; DLO JAMB DETAIL'G3',SHEET
INSTALLATION DETAILS'AW&'Ad,
I HEET'18;INSTALLATION DETAILS L7'& 18;INSTALLATION DETAILS WID 18;INSTALLATION DETAILS
ETAILS'GW&:Gd, L2,SHEET 19 i4vJ$ SHEETS 12&13'Ad,SHEETS 12&13 Typ, 'Gv!&'GO,SHEETS 12 813
SHEETS 12&13` r 90'
1 EXTP UOR INTERIOR
PANEL PANEL PANEL PANEL
r } TYPE TYPE TYPE TYPE PANEL
PANEL PANEL PANEL
INTERLOCK DETAIL
R' �� p q, TYPE TYPE 'M',SHEET 19
i' MAX. A CS' 05 MAX.
NOM. UNIT 90°OUTSIDE CORNER
PANEL. / / HE HEIGHT. SILL DETAIL NOM. HEIGHT DETAIL'N1',SHEET 19&
/ / CORNERANCHORAGE
/ WIDTHTYP. PER 'D',SHEET / PANEL PER
+ MAX. PER SEE TABLES- 18; MAX. WIDTH TYP. SEE PER
SHEET II
x DLO NOTE 2 1� DLO pER NOTE 2, 1-3 INTEwOR
Y_ TABLES 13 INSTALL SHEET 15
HEIGHT SHEET 15 9ETA!LS HEIGHT TABLES 1-3 l_
EXTERIOR
a a Dw&'Dc', NOM.PANEL
O X X X SHEETS 12 a
I &i3 X WIDTH TYP.
X X X ERTABLES
MAX.UNIT WIDTH MAX.UNIT WIDTH 1-3
SEE FRAME& .
3„ .PANIC CORNER SILL DETAIL'D',SHEET 18; MAX.UNR WIDTH
coNSTRUCTIDN. ' EXAMPLE:OXXX INSTALLATION DETAILS
ETAILS SHEEf.1b 2-TRACK) 'DW&'DO,SHEETS 12&13 EXAMPLE:96 OUTSIDE CORNER-XX/XX(2-TRACK)
-11'ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 JAMB DETAIL DE SHEET 18;
a INSTALLATION TAILS'Iw'&
1 L2,SHEET 19� '1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13
u HEADER DETAIL , 1
F' JAMB'DETAIL''H2';SHFJrT P HOOK DETAIL'J'8 7C,SHEET B',SHEET 18;
INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jvw•, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET
' &Tic,SHEETS 12&13 Je,'Kw'&Wd,SHEET 14 DETAILS'Bv/&'BO, DETAILS'hv&'IO,SHEETS 12&13 18;INSTALLATION DETAILS
r4• a ti, SHEETS 12&13 'CW 8'Cc',SHEETS 12&13
MAX-UNITWIDTH I' MAX.UNITWIDTH
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PRODUCT REVISED
TYPE TYPE TYPE TYPE I M' F F P as compying with the Florida
i '" '` ,• ,R, 'L• 'M, P I MAX Bulldlno Code
t I -0629.06
UNIT NOM. ES I NOM. UNIT NOn No. 16
PANEpp / / WIDTHEL PANEL /h TYP i % % WIDTH TYP. HEIGHT F�cPlrsUon Dato 02/17/2020
/ / PER / i MAX. PER TABLES By
} ABLES MAX SEE SEE miuml- o o uct Copt I
TABLESI�
DLO NOTE 2, 12� � OTE 2, HEDLO IGHT TABLES 1-3 1�
'3. HEIGHT SHEET I5 ,!� i SHEETIS ;Il:rr,;
t `3 `y E:> I T✓ C, rt :�
O X X X I X X X O ` {`p
's;iOS
!r.
EXAMPLE:OXX(p SILL DETAILE',SHEET IS;1 EXAMPLE:XXXO SILL DETAIL'F,SHEET18; . =
RIGHT POCKET)
INSTALLATION DETAILS
(a-TRACK RIGHT DETAILS (4-TRACK BY-PASS),
EW&'Ec',SHEETS 12&13 Fv/&TO,SHEETS 12&13
?' tom7EanaocoarnRroE EXAOPLEELEVATIONS Fr.^P,O .•.;::- '
u - N.VEM[ F191Y/6 m, ^ •f,.%'i;)l_'�•.••
SERIES 770_ALUM.SGD-LM IMPACT A
Olt O C °D a..e. LYNN.MI FR PE
�r pFM77L 0220 TS 16 d2 PGTOf90 B P.E056705 1WIWf4
I :
PANEL'S RIGHT STILE TYPE
ASTRAGAL., a. NTCORNER
PANEL INTERLOCK I SNTERLLE FIXED
LIICI1811LE
1LE ASTRAGAL
BOX BOXING OX OUT ASTRAGAL IN go LOCkSTILE 90 LOCKSST CORNER EXT ILE 90 RECEIVER 80 RECEIVER��CE�� 36 RECEIVER ORNER 136 RECEIVER
" TYPES
OUT IN W/HANDIE W/HMIDLE W/HANDLE W/HIWOLE W/HANDLE W/HAt1DLE W/HANDLE WI HANDLE
#61 #118 >m'I' p6l
aWTERLOCK. .mirr F PP K L TR TQ TC TA TV TW
OUT
INTO_ B E P A C C IC SQ SC SA SV SW
FIXISD
STILERR Rmmam FD FC FV FW
S S
} W`, D M J J
` :l' Ieazau0 f00xM
AS,ICA
LR . .
Box OUT PANEL NOTES:
Om wn 1.SEE DP TABLES 1,3,SHEETS 6-8 FOR PANEL
ASTRAGAL if J SIZES&DESIGN PRESSURE
t BOX IN /Y LEFT 4INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
$ WfLE 0=44 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
€, ABTRAOAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE.
BOX OUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
�a"n I°°01fJ (#61),CORNER RECEIVER(#118)AND EITHER
T r , PANEL'S'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(0120)CORNER
W BOX IN (L/ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
INT CORNER ammo I _
GALS TO USE fn 90�LE RT C1 (#61)AND CORNER A DON(�wDUTYSTILES
#3
Wf HANDLE#1 232"
EXTDORNER
Wl HAMLE QT QS SILL RISERS OPTIONS sae' (—
r Q 1#I1
I-�.232' EXTERIOR
//��CAIEPI�R
32• I EXTERIOR .062"
f,•" m RECEVER CT V V EXTEXrCORNERIOR. RIOR .062' 4.OSS
WlF1APDLE - 3.305'
yr 00 PECBVER wdt 8 2.655'
INTCORNER FMI
,Ay T AS' •• " DFPRODUCT REVISED
s compty mg with the Florida
EXi CORNER ' 20 SILL RISER FLAT 22 SILL RISER,FLAT 24 SILL RISER.FLAT -Building Code
t' 90RECEIVER CF FLUSH.1-1/2" LOW,2-1/2" OMEDIUM.3-1/4" HIGH,4° NOA No. 16-0629.06
_ rI ice— .760" Expiration Data 02/17/2020
76D.• �RECEIIIER ■ T VS VF" � " EXTERIOR
W/�� EXTERIOR EXTERIOR
1 V 750• a it MIamF-0ad roduct Control
EXTERIOR
136 REDS ER WT WS WF I .082' �2,
Wf HANDLLE
082, IF,
5 .. 1.
1.6 44 11" ... <.
SILL.RISER,BOXI' SILL RISER,BOX SILL RISER,BOX SILL RISER,BOX
19'FLUSH,1-1/Y 21 LOW,2-1/2' O MEDIUM,3-1/4° 25 HIGH.4" r '
'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS
r
STA.
_Ur
1o�TECHvaoGrnwvE PANEL 7YPES _ •sRIOI '
At VDaW FL 34275.
(p*11+�1sad I SERIES 770 ALUM.SGD-LM IMPACT
��++c rs.t aiitr a"�xO A LYNN MILLER,P.E.
% !"IR ,prypnf4 O1` GERT.OFAUTTLr scn-:�o NTS 17 d 22 PGTo180 B PE.N 58705
fi
s .
r' ASSEMBLY DETAILS
SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 108 FULL PANEL JAMB LENGTH
W OR 81 106 i
0 PAR
e 14 108 OF JAM LENGTH 14 766107.11 17
b 800R81 S
j Bo OR 61 2-TRACK JAMB 1 e
r
t 2-TRACKJAMB (SIHNTOT}i WN 6 SEE DETAIL G1
s' r 6'LONG M 1 5- OPERABLE FOR FOXED ocK PART
10 W/RETAINER#106 ) so PANEL CLIP V75.&
' 119 MIDS�PAN (SHOWN WITH PANEL
5 FIXED PANEL TO EXTERIOR 10.9 pARr SEE DETAIL G2
THE INTERIOR) 113 � 1071 1� FOR FIXED 6 OR
I-1 PANEL CLIP yEXTERIOIR
14
112 16 17
FULL LENGTH 04X6123 40 60OR 81
OF JAMB 2-TRACK JAMB 2-TRACK JAMB 'R EXTERIOR EXTERIOR EXTERIOR
SMS,X3 CLIP OR 05 61 S2 W/SCREEN V
W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
G (SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH
( SPAN FIXED PANEL TO H1 OPERABLE PANEL) FIXED PANEL TO 17 FIXED PANEL TO OPERABLE PANEL)
BOOR 01 THE EXTERIOR) THE EXTERIOR) THE INTERIOR)
ra' k fvl EXTEoR rl p�woR
2
t �'r
{. � 112 1 3 4
s
46 b 113 5 113 5
52 51
r 69 EXTERIOR EXTERIOR 89
� 53 a a
PT,SCREEN FRAME HEAD REEN
da3-TRACK da4-TRACK MAX.UNIT
WITH
-OP FRAM HEAD FRAME HEAD HEIGHT PER
f e TRACK TABLES 1-3
PRODUCT REVISED
cx, as corn 1yyingg with the Florida
53 E9 69 89 Building Codo
EXTERIOR NOA-No, 16-0629.06
EXTERIOR
52 51 72 OR 73 72 0R 73 a 72 OR 73
i Expiration Data 02/17/2020
q0 11 113 9 10 ey
_x,:• .<.. 4 11
48 7 B 11 dliami-0a roduct Contml
o
EXTERIOR 112 b 113 113
2--TRACK WBCREEN &TRACK 4 TRACK
FRAME SILL E FRAME SILL F FRAME SILL
61 SHOWN;ITEM 60 ALSO APPLICABLE,SEE TABLES
SHEETS B 6,FOR DP(PSF)ASSOCIATED WITH STILE,oft
,I IrMm y S I5: U;
10M TECHNOLOGYOR/VE VERTICAL SECTION DETAILS `�ti'n.~:"-,?Rio •,
N.VEIWCF FLJ::Dd ms ..i''+/^. ^•;....
-. SERIES 770 ALUM.SGD-LM IMPACT
�w1}cao-teo# ,�
rrr.so+� a� — A.LYNN MILLER,P.E.
ft 10/16%4
°it CENT.oFAunt'r ae R:Y. bco-rro NTS 18 d 2Y PGT0130 B P.E.#58705
+
f
SSEMBLY DETAILS
ESHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR
61 N3 118
r;-ai�fl 7
28
27 W 28 27 63 103
62 111 83 80 OR 61
60OR81 60OR61
29 14 85
120
65
fir-- � 111 ,D D(TERIOR 111 INTERIOR 90• EJCIERIOR
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS a EXTERIOR - (� R INTERIOR
EXT.OR INT.MOUNT) ®K .EXT.MOUNT ONLY 90• ` ] I�
.(• �✓ 60 OR 61
-'E P OCK P 7OGK p
7 6 07-11 75 S 107-1 g1 5d2hINTERLOCX
14
<x 113
60 Go 61
DRERIOR 113 - EXiEWOR 119 11
113 103 118 EXTERIOR 7
f 67 68
STANDARD ASTRAGAL#67 HEAVY-DUTYASTRAGAL#68 90 OUTSIDE CORNER 90°INSIDE CORNER •ITEM#81(HEAVY-DUTY
v L1 W�STANDARD STILES#60 WITH HEAVY-DUTY STILES#61 N1 2--TRACK SHOWN "2,/2-TRACK SHOWN STILE)SHOWN,ITEM#60
EXTERIOR BOXASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
k (BOX-0OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOXAN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6.8 FOR DP
(PSF)ASSOCIATED WITH
+l - ': • STILES.
+ 4 INTERIOR
LOCK PART
. 75 8 107-11
INTEPJCR
4!NTERIOR
PRODUCT REVISED
as complying with the Florlda
Building Coda
X } Not No. 16-0629.06
k' 11 Expiration Dote 02/17/2020
>'! 14 6 gt 32 BIWm roduct Control
103
24
61
#•: +' _' :_ �L EXTERIOR fit32
;111 li!
pit PAR 31 109 81 .1�EXTERIOR
758107-1 v 14 7 135-INSIDE CORNER ` , t •? •'-
®2-TRACK SHOWN 4
135'OUTSIDE CORNER
t; 0 2-TRACK SHOWN
1mn1Eclavacoorwal� HORIZONTAL SECTION DETAILS CORNERS
�-: H VH1KE F1.31T76 nr r,'... , . •�.
19t1y�ealwo SERFS 770 ALUM.SGD-LM IMPACT
}} ..® a-..
A.LYNN MILLER.P.E.
B S 8705go. CFFr.OFAUM/� kTS w
+" PGT
DW # PGT# Description Item Dw PGT#• Description 1)ALL ALUM]NUM=6063-T6
k' i 17308 8 7308 2--TRACK HEAD 60 17325 517325 PANEL STILE
2 17303 017303 24RACK HEAD VATH SCREEN RAIL 61 17328 817328 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-69,66.78,84-99,
3 173W 617309 3-TRACK HEAD 62 17327 017327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE _
4 '17312 -017312 4-TRACK HEAD 63 1225 OM48 VINYL BULB WSTP.-THIN INSIDE ONTERLOCK) NOT PART OF THIS APPROVAL
S- 17314 517314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
6 -17317 617317 FRAME HEAD/JAMBADDOX 65 17328 077328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REOUIRES
7 17304 M 304 23RACK SLL - 67 1732S � 81738) TRAGAL MIN.#10 SMS OR 3H 6'MASONRY
;K 8 17301 617301 2-TRACK SILL WRH SCREEN RAIL 63 1733D 617339 HEAVY DUN ASTRAGAL ANCHORS @ 2,4'MAX.O.C.
17307 817307 3-TRACK SILL 69 17324 817324 TOP&BOTTOM RAIL
'-*`i• 10 17310 817310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
} 11 17313 617313 FRAME SLLTRACK INSERT 71 1695 71695 1-IW X 1'X31V HGH FIN SEAL DUSTPLUGS
,72 77315 817315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY.
.13 17316 817318 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
�14 17305 ' 817305 2TRACKJAM0 74. SILICONE DOW-899,DO"SOR OET700
�15 17302 817302 2-TRACK JAMB WIR1 SCREEN RAC 75 8185 781 B5X OEMNI MORTICE 3-PLY DUAL LOCK WILONO TRIM PLATE .
10 17308 Or= 3-TRACK JAMB 78 71MMFPFX #1032 X 1'FL.S6 SCREW WI TYPE'F TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZNC U•NUT
10 17322 01T322 SILL RISER-FLAT,FLUSH,11W 79 17357 817357 1'IG G'EAD
19 17319 017319 SILL RISER-801(FLUSH,14/2' So 1TS59 817359 7116'BEAD/FD®PANEL CLIP
20 -17321 617321 SILL RISER-FLAT,LOW,211E 81 1736D 617WO 9116'BEAD
21 17318- 01731D SILL RISER-BGK LOW,2-Ur 82 1224178185X
7K VINYL BULB WEATHERSTRIP
T 22 '-17355 617355 SILL RISER-FLAT,MEDIUM,3-114' 83 01745 LOWE NC,V2'X1116'SGL SIDE ADH,TAPE,POLYETH.
23 17354 017354 SILL RISER-SOK MEDIUM,3-1/4' 1� W522 ROLLER ADJ HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 7 JAMB BUMPER
25 17320 1117320 SILL RISER-BOK HIGH,4' 102 16985 DUST PLUG
26 77333 S17333 POCKET P-HDOK 103 BIBS 1'KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR BROOK 104 053 EP SCREEN LOCK KEEPER
28 17334 817334 POCKET P-HOOK MOUNT 105 17344 617344 FDED PANEL CLIP-8'LONG
29 17335 817335 P4100K COVER 108 17352 617352 FDED PANEL RETAINER-9'18'
1 30 17348 817348 POCKET P4100K FOR BOXRISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
' - - 31 173M 517378 1135CORNER 108 1740 71740 HANDLE Krr-RAISED EXTERIORHANDLE
32 17M 1 017318 1135 FDED MOUNT 109 1731 781e2SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
ITEMS 40-53 ARE SCREEN PARTS: 110 1732 70178 HANDLE KIT-RECESSED EXTERIOR PULL
40 4319 012259 SCREEN SIDE RAIL-LOCKSTIE 111 7 1 OX34 PPSDAX#10 X3/4'PH.PN.TEK-S.S.
•f,,. 41 7LOCKWOSK SCREEN LOCKSET 112 1235 07516 WSTP,.270X.170-FIN SEAL
41818 SCREEN KEEPER SPACER SET i13 1712 '89088 .187'X 230'FNSEAL
~ 43 8152 68162 SCREEN INTERLOCK ADAPTER 114 710XfISPPX 010 X 1-7/2'
PRODUCT REVISED
44 4428 BN28 SCREEN DOUBLE INTERLOCK 115 790XPFT #10 X 1' on comp) ngg wlth the Florida
45 4317 e12258 SCREEN TOP RAIL118 720X1X #1440 Xt'S.S. Bulldln9odo
' 46 4318 012257 SCREEN BOTTOM RAIL 117 72QM12X 914,2OX141TS.6. NOR-No. 16-0629.06
47 0W 7SRAZ STANDARD ROLLER 116 17338 517336 90 DEGREE CORNER RECEIVER Expiration Data 0211712020
48 am ?SW STANDARD ROLLER-ST.STL 119 17337 1 017337 00 DEGREE OUTS DE CORNER ASTRAGAL
By
49 4344 64344 SCREEN ASTRAGAL 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL 11,
•"rr.�-F> 50 17349 617349 OXD SCREEN ASTRAGAL ADAPTER 123 17352 617352 FDED PANEL RETAINER,71W ml- S roduct Control
51 1692 81892 SCREEN SPLINE-.165' '
�52 t694 e1894 SCREEN SPLINE-.15D'
a 63 01816= SCREEN CLOTH :?
,wp`',.f.. (1154 1725 111'XPX7/16'BET.BLOCK,NEOPRENE 85 N-6 _
j. 66 1728 jvX X1l18'SET.BLOCK,NEOPRENE 85.1.6
403 ��_
PARTS LIST
,�p SERIES 770 ALUM-SGD-LM IMPACT ":t
^"` A-LYNN MILLER,P.E
*JR ,ayprl4 "" CERr.CPAUOL AM&W ® SG6T70 NTS 20 +22 P T0130 B P.E.#68705
S•1
.f
6.069: 8.562" 1.36" -y 1.39,
i. 0.080"
1.872"
1211" 1Lj .505"
0.081", LLI
1.019"
_ 0.081" 0.062'
O(8063TBAL t® 604 83 TBACK LLL 40 STIRLEEE�
a 6.198" (6063-T6 AL)
t 6.188" 8.526° 5.069"
ft0.080"
-+{ �1.045"
1211" 1.506, r
7 m1993" 0.062"
2O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL SCREEN
( (600346AL) (6063-T6Al-) 14 2-TRACKJAMB @TOP RAIL
! t (6063-T6 AL) (6063 T6 AL)
7.105" 2-TRACK JAMB W/
`.g . 6.221" 15 SCREEN TRACK
1.36"
0.080" (6063-TE AL)
rm- 1.993"
0.0811, �y XTRACK HEAD O 2-TRACK SILL W/SCREEN TRACK L 0.062"
1; (8063 TB AL) (6063 TB AL) 0.081° SCREEN
� BOTTOM RAIL
9.142° (6063-T6 AL)
4.49' 0.081"
0.080"
1211" 1.605" 7.105"
r 9.141"
0.081•
r O4-TRACK HEAD' O7 2-TRACK SILL
(6083-TEAL) (6063-TE AL) PRODUCT REVISED
} as compicyg with the Florida
Dullding Codo
NOA-NO. 16-0629.06
j 0.060" Expiration Data 02/17/2020
1.614" L By
0.780' Miami ade uet Contro
k 1280•
1 FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
A D 12
O ADD-ON 93 END ADD-ON 18 3 TRACK JAMB
(6083-TB AL) (6063-TEAL) (6003-TEAL) (6063-T6AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS N:•.50 ')5
OR 3/18'MASONRY OR 3/16"MASONRY t7 4-TRACK JAMB _
SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX O.C. ANCHORS @ 24"MAX O.C. (6083 T6 AL) �. 6 CIL n
o,nws �•t:•:fL.�::
tamnwoLoarawive EXTRUSIONS cozn:r,.
t varied R utm :;
SERIES 770 ALUM.SGD-LM IMPACT _
.` t�+}tealsoo .
e m.c � A LYNN MI(LEI,P.E.
cr M WAUM OMM ® S6o-770 /JTS 21 +22 PGT0130 B P.ex seros
1 -
0.716 0.83-
�s 3.802' 2.3D4' 0.752' 3.802•
�. 0""
t
0. 0.06 1.163"� 0.885°
574" 0.798'
0.082• 0.0
0.080"
02WILL 0.075' 0.233"
• 6 COVER 11,RAME TRACK OP-HOOK 2s ADAPTOR OUNTING 29 COVE K SCREW U.U80" so P-NOOK FOR BOX RISER
I (6083-T6 AL) (8083 T8 AL) 6088 TB AL) (6063-T6 AL) (6063-T6 AL) (6083T8 AL)
:�� F- -
4"
41 - - 4
23' 1.488"
�
7=�, -1.73 9'
0:08" 0.0
2" 0 ]7 2'0 133"
1.888"
1.303"6 1.600 1.60
080 0"
F�-- 0.325.
3.126' 3.125" 0.062"
244'„
INTER
f st 135'CORNER O 135°FUCED.MOUNT O STANDARD STILE si HEAVY DUTY STILE - s5
t (8083•T8 AL) (6063 T6 AL) (6063 TB AL) (6063 T6 AL) LOCK INTERLOCK
ER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
- 3.979"
4.125"
a: 1.050" 1.050" 1.050' I
0,075' 1.646• 0.075' 1.845" 0.062" 1.3D4'
289°
x Fes- 3.26' .045' {.- .045° --
0.12 0.2111"
STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL O TOP/BOTTOM7eOTTOM RAIL GB LAZING
I0�) OO BEAD,FIXEDD 7/16' G B BEADGLAZING
(6063 T6 AL) (6063-TB AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL
(6063-T6 AL)
1.003" 1.03"
4" PRODUCT REVISED
v 5.621" oa eom Iy2n with the Florida
0.757" NOA-np Code
(' 0.080"
NOA-No. 16.0828.06
1a'il 'ix I
0.133°
DMExria
pmimi-mDoan Date d0u2et1C7o/2nt02ol0FIXEO 0,709 293PANEL CLP 0.133' 1.498"
(8083-T87L , Y.498
0.080'
:n �0.863 4. ;r
wffi 1 F A
i-� p PANEL 6.621°
u U OMB'
129 RETETAINER,WS' 282B. 120 90"INSIDE CORNER ASTRAGAL
4 OgO•'>-+11�-..�" (6063-T6 AL) 119 90°OUTSIDE CORNER ASTRAGAL (6063 TB AL) `-
", FUCED PANEL,' 11a 90'CORNER RECENER (6063-T6 AL) { I
10s RETAINER 911ir (6063 TB AL)
(6063-TB AL) �.
aka ,t �` toro iMawatoovDfave EXTRUSIONS 'c• r
„gyp SERIES 770 ALUM.SGD-LM IMPACT
a_` .� of Orc ® acme ar" are o.rpNa B A LYNN•#MILLER
P.E.
I t0M0lN QW.GFAUDG/ NT
29M sG4no S 22 o 22 PGTO130
a
�1 `, ..
�- ' �.