HomeMy WebLinkAboutNOA 7-26-16u-1- 1%
MIAMI-DADE
0
DEPARTMENT OFRE, GULATORY AND ECONOMIC RE, SOURCES (FX- R)
BOARD AND b.0-Pr-,AD.I4IffeSTRATIQKID[VISION
NOTICE, Off' ACCEPTANCE (NOA)
PGTIadustries,Zinc.
1070 TeclinologyDrive
North Venite, F L 34275
8 co xE .
MAW-DAD111 COUNTY
PRODUCT CONTROL &PECTION
11805 SW 26 SWeet, R00AI.208
T (786) 3,5_�590. F (78.6) 3 15-090
Th
is
NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The dooluniq4totion submitted has been reviewed afro".accepted by M_4t0 �'db . Cotifity "K. -
Pro,dhict 0-6htfol Sebti6n to be used in Miami Dade County and qtlidr areas w4efq allowed by the Authority
Having Jurisdidtjqn. (AID).
Tos NOA shall not be valid afterthe expiration date stated below. The M.aml-Dade County Product Control
Seddon (M Mami-Dade County) andlor the AHJ (iii areas other than Miami -Dade County) reserve the right
to have this prbduot& mateiial tested far_ qualify assurance purposes. if this 0 r"o duct or material falls to
POK thomft-Aufacturer will.ificut the expense of such testing and the- AHJ way
immediately rev
oke, modify, or, suspend the use of such product or material within their jurisdiction, RER
.reserves the right to revoke this acceptafice, 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 cohiply with We Morlda- Building
Code; including the High Vqlgoity Hturicane, Zone.-
DE,SCRIPTIOM .'.'Almintim Sliding Glass Door' iv190'& corners IL.iVF.I,
APPRovAL DOCMDUNT. Drawing No. FGT6130, titled "Series 770 Alum. SGD - W Impact!, sheets,
I through 22 of 22, dated 19/10/14, with revision B dated 05105116, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.11, bearing the Miami Dade County Product Control Revision stamp with
the Notice of Acceptance munber and expiration date by the Mar ai-Dade County Product Control Section.
MISSILE IMPACT RATING: Large And Small Missile Impact Resistant
-)LA-Btl L-Mb. -Et h unit- shall -bear a -pOtniAn6rit label -with the maftufactur6rs -nikme or -logo; city; state;-
m0aellseries, and following .0'statement; matem Wiw'TDade County Piodoct Control Approved", ut!l6ss offierIvylse
noted herein.
ftNEVVAL of this NOA shall be considered after a xoneWAI-applic-at.i6nhas tbeen Ned .aiidthere has been
no chatage in the applicable building codenegatively4MCtiaglhe pfaformance of this product.
Ift, RMWATION of this NOA will. occur after the -expiration date or if *ere has been a revision or change
In the-maierials, use, and/or manufacture ofthe product or process: Misuse of this NOA as an endofseme4
of city product; for sales, advertising or any ofhpr pgToses shbLtl automatically terminate this'N-0- A. Fdil re
to Comply with any section of this 140A sfidll be cause for.termination and removal of NOA.
ADvERUSE 10 NT: The NOA number preceded by the words Miami -Dade- -County, Florida, and
followed by the expiration date ;bray be displayed in advd11Wftg ljteka:tqrq. If airy portion NOA is
of the
displayed, alien it shall be doAqjj% 44 b4*qty.
A POPY of this. entire I QA shall be provided to the user. by the inai t1factat& or its
distributors and shall be dv4ilAble for'inspection at the job site At the reqap#.Qf-the Building Official.
This it'iy, is' NOA a i 5..,jow,15 and c6g*s`i As of this PAgo.I and evideace " - 'E A AnR- 2, as well as.
"OvW *A*At mentioned 406.
The suDj54fttq;l d6dumdotgtlon Wt4.rqyidWed by:.
OUNTY
NOA N.01. 16-06706
2
r pyoval DAte: ;tliirgust 04, 201G
j
% -ki
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DB.AWINGS
1, Manufacturer's die drawings and sections.
(Submitted under NOA No. 14--0123.10)
2. Drawing No. PGT0130, titled "Series 770 Allyn. 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.
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 Ali 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 scaled by Marlin D. Brinson, P.E.
(Srrbo:itted 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 Tess, 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 Envy 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-%2, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales, P.E.
(Submitted under NOA No. 09-0826.10)
Jorge M. plasencia, P.E.
Or
oduct Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
El -I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAMTED
A. TESTS (CONMUED)
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,
]F'TL-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-St"
Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOANo. .X4-0.128.1.1)
2. Glazing complies with AS'I'M-E130049
D. QUALITY ASSURANCE
1, Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATE' RIAL CERTIFICATIONS
I. Notice of Acceptance, No. 14-0916.10 issued to Kuraray America, Inc. for their
"ButaciteO PVB Glass Interlayee' dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to ICuraray America, Inc, for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Test proposal No.16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL -8717, FTL-
8970 and FTL-8968.
Jorge M. Plasencia, P.V.
Product Control Unit Supervisor
NOA No. 16-0629.06
ExpiratioaDate: February 17, 2020
Approval Date: August 04, 2016
F-2
PGT Industries, lane.
NOTICE OF ACCEPTANCE. EVMENCIE SUBIN TTED
F. TESTS (CONrMED)
3. Statement letter of conformance, complying with IFBC-5111 Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by .Anthony Lynn Miller,
P.E.
(Submitted underprevious 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.
�7-Jorge M Plasenda, P.E.
roduet Control Unit Supervisor
NOA No. 16=0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E -3
70,• IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS'& 90*1135° CORNERS
.OPTfONB::SEETABLE B; THIS SHEET & GLA7JNG DETAILS ON SHEETS 4 & 5.
Y) uCAIVIry r'rcca7uc��.�.
A. NEGATIVE DESIGN LOADS BASED'.ORTESTED PRESSUREAND.GLASSTABLES.ASTm E1300.
B: POSITIVE DESIGN`LOADS BASED•ON WATERTESI` PRESSURE ANDWLASS TABLES ASTM E1300.
3)'ANCHORIIGE THE 33-113% STRESS INCREASE HAS NOT BEEN.USED.IN THE DESIGN OFTHIS
PRODUCT. MA7ER)1(LS, INCLUDING BUT NOT LIMITED TO'STEEUSCREWS, THATCOMEINTO CONTACT
WITH OTHER'6169)MILAR'MATERIALS;SHALL MEET THE REQUIREMENTS -OF THE.CURRENT FLORIDA
BUILDING' CODE. FOR'ANCHORAGE DETAILS'.SEE SHEETS r-14.
4) SHUTTERS ARE'NOT REQUIRED PERMC REQUIREMENTS, AS APPLICABLE
5}INSj4(AT70N.SCREWS, FRAME SPLICES;'FRAMEAND'PANEL CORNERS TO BE SEALED WITH
-6) REFERENCES:'ELOO ULTRACON CCAEiEFLEb :AND AGGREGATOR NOA1S, ANSI/AF&PA NDS FOR
WOODCONSTRUCTION AND:ADM,ALUMINUM DES)GNMANUAL.
7.)•THIS.PRODUCT HAS-BEEN DESIGNED & TESTEDTD COMPLY W ITHTHE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
B)DOORSIZES MUSTBEVERIFIED FORCOMPUANCEINITH EGRESS REQUIREMENTS PER CURRENT
FLORIDAA. BUILDING CODE, AilAPPLICAB.LE. .
TESTREPORTS"FTL-'5980, FTL_993; FTL-60D1, FTL-W14, mmealS,'FTL-6617, FTL-6022; F ri-eo 3,
F "024, FTL•S025, FR 6028•FT.L+6031, F7L_Q033, PTL-em AND FTL-7554
TAFII.F A•
Group
Author
Substrate
Frame
:Member
Min Edgo
'Distance
Min.
Embed
' 1
114"E1co lbbacan
—f
Concrete(mtn. 2.85 kS1
u eadf amb
1'
•318'
Urfarouted CMU, (ASTM CAD).
.Jamb oNY
2,U2"•
1414:'
GmOIad CMU(ASW 060;mIN2111191041)
Jamb.onl
2n/2•
1.3W
114' Elea 410 S.S.
CmtefleX
Conalete (rnlA. 3.35,U0
Head/S12fJamb
T
1-314'
a CMU, AS-.-0
Jamb orgy
PT2.
1 4'
:p T. SOulhem Moo(SG-D,55)
HdadIS191Jamb,
1!
1.205•
1/4'Eloo UO2can
concrete(mINZ05 k50
Unomuled(T10A5 Q90
Heed15111
Jamh aN
1'
V
I-va.
1-114"
3
512, 1B-0ar41Q
S.1 Scr4
(min. 11 thraodalin)
•P.T Seumam PIOP SGP0.55)
Haad1S91/Jamb
9116,
1.wv
'Aluminum 0053W
HeatlIS111/Jamb�
318,
0.0m,
'Steel, A88-
-Steel Stud, AN3GG 337
Neadlslll anb
HAAdIS111IJamb•
918
318'
9.050'
0.0451'
1141 Elco 1&8 S.S.
Agam-Galor
Concrete m10. 3.276.kap.
Head1S101Jareb.
Inn'
1.318"
"Un9muted CMU,,(ASTM CSD)
Jamb oNy
2-
1-114'
Grouted CMU (A C.eD,m1o.2.95l9n+u1),
Jemb'aNY
2"
2•
.P.T Soulh'earPNe (SG"0.66)
Flaad/SIYWomb'
I.
i61W
4
j*jzS(apISmSGS'
(min. 11 thmadclin)
P.TSouthem Fine (SG-0.65)HeadISlaWornh
aH6"
1.T18•
Aluminm, 5053-TS'
Hand/S6VJAmb
31W
11J1B3'
Steal A36r
Head1S1WLarnh
I 31a.
Steel Stdd..A653 GL 33•
HBAdlSINJcmb.
I Vi r
0:045T
MIN. OF 3 THREADS BEYOND THE METAL.SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND.THICKNESS REQUIREMENTS PEITCURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING -JURISDICTION.
"P-HOOK INSTALLATION REQUIRES.2,693' MIN. EDGE DISTANCE, REFERTO SHEET 14 FOR
.et , Cocr•,.1 ._U—V Ocmi r,CCaa rlra
ANCHOR�NU I t5:
1)"FOR CONCRETEICMU SUBSTRATE APPLICAMONVIN.MIAMI-0ADE COUNTY, USE ONLY..MIAMI-DADS COUNTY'APPROVED ELCO
ANCHORS. SEETABLE A ON THISSHEET FOR EMBEDMENT .EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2) F.OR OTHERSUBSTRATS•APPLICATIONS SEETA13LE ONTHIS'SHEET.
3)'1NOOD BUCKS DEPICTED AS 1XARE LESS THAN 16112' THICK. PROPERLY'SEQURED, %WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED:DIREOTLYTO SOLID•CONCREM-. WCOD BUCKS DEPICTED'AS2XARE 1-1/2" THICK OR GREATER IX AND 2XBUCKS.
'(WHEN USED)',SHALL BE DESIGNED YO' PRRL OPEY. TRANSFEP' LOADS T.0 THE STRUCTURE BUCK DESIGN AND INSTALLATION )S THE
RESPONSIBIIBTY QF7HE'ENGINEER ORARCHRECT OF RECORD &TO BE REVIEWED BY. THE BUILDING OFRCIAL.
4);METAL• SUBSTRATE TO.MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE'R61EW150 sYTHE'AUTHORITY HAVING JURISDICTION.
5) IF -SILL IS TIGHTBSTRATE
TO SU,. GROUT OR OTHER MATERIAL•IS NOT REQUIRED. IF USED, NONSHRINK, NON-METALLIC GROUT,
MN( •1%4;?)HICK,&3400PSIMIN.r,(DONEBYOTHERS)MUSTFULLYSUPPORTTHE'ENTIRELENGTH'OFTHESILLTHATISNOTTIGHT
T.O THE SUBSTRATE, ANtl l RNVSFER'SHEAR'LOAD:TO SUBSTRATE IFS
UBSTRATE IS WOOD; 3011 FELT PAPER OF2'MAST)C IS
REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE,• DR -AS APPROVED BYTHE AUTHORITY HAVING JURISDICTION.
GENERAL NOTES.............1
EXAMPLE CONFIGS.......... 2-5
GLAZING DETAILS...,._....4,5'
ANCHORAGE ._................ 1314
,DESIGN PRESSURES 8-8
INSTALL DETAILS.:_....._-12-14
ELEVATIONS,_ ............. ...15,16
PANEL/:SILL TYPES,...:....17
CROSS SECTIONS ........... 18,19
20'
EXTRUSIONS ............ .. 21,22
nA, C!U.e d.a. 9 DESIGN PRESSURE RATING I IMPACT RATING
' e.
Daxrlption(Udtedfrom:Ecldtfor6Intaff6d .
G3 ,T/10'•L9mldatsd:(2)Uted
cf21IW HS Glass wlth:D9P PVB Intedayer.
03A
9116.'.Lortiin�tnh (2)Utoi'a11Gi HS Glaaswllh.090•PVB intedayer
G4'
7116"Lemtdotad:.(2)Wae d(3116'HS.GIaw W11h.D9Q'.SGllitedaycr
G4A.
9115.laminntod:(2)Utea.01:114'•IiS:GloaswlN�.1190' 6G YifEOaYar
65
LG»311G'TE1ltedot Cap'+318'AIr.S +.7/1liLdminatad:.121 Ufes of3N6°H3. Glaao wlth.090'FVB INadoyer
.1'Laminaled
WA.
I?5j;1rmledLG.:1/47Fxledo[Ca+.611G'AIrSp.4Q+T/1C•CnmlilAted;(21Utea•of3I1CHSGlusWlth.090'FVErWadayer
.CA
CIA.
11IAmIrAUdLM.WIG'TE166.r Cep+'318"Atrspaee'+7/T6". Lemuetad:' )Utasot3llfi'H3 GId0e'vAlh:090 SGlntodayer
1" Lam"uidlad LM: 114'.iTFJtlederG v611CAIfS ce:+•7116'Loinbwtad: )Utde ol31+15, HS Glass wiN.OST SG INedayer
•Gf
7fib.Cam4ioterL• Utaa•6f3I16?/WN Giaca.wlth';090' SG Inledayor
GTA
9116'LvNnated:{4Ulesbf1l4'ANN+GIzw,WLh:090'SOInledaver
'G8
1'Lemtnatad LG.19/16'TEaledor Cap.+918"AIIS 8.T/16'Iamh+aldd:C1l Utas a[3I76•AM•1 Glaze wllh:.Ot10•SG Ntedayer
ODA..
1,Laminated LG::'U4!76etemor[+SIt61AIrSPAoo+7JIV:Lamtnolod:(2)'Utee ofa116" ANN Glmt wlth.090'SG InledaYar
CERI:0FAUnLA2 De'
SEE TABLES T,2& 3 ON RATED:FOPoLARGE&SMAU.
St1EETS'6:7 & B: I.M13911.12 IMPACT RESISTANCE
STANDARDS USED:
-2014FLORIDA BUILDING CODE (FBC),STH EDITION
oASTWE1300-09
eANSVAF&PA NOS=2012 FOR WOOD CONSTRUCTION
oALU'MINUM DESIGN MANUAL, ADYA-2010
oAISI-6I0M7JS2- M0;
GLAZING NOTES:
i"ANN" = ANNEALED
HS"'= HEAT STRENGTHENED I.
=TEMPERED
° VB"=.090'BUTACITePVB'BYKURARAYAMERICA.INC.
-SG" = .090" SENTRYGLAe BY KURARAY AMERICA; INC.
GENERAL MOTES
Mo
SER1ES770ALUM
.6GD.77g. I NTS I 1' d 22 I PG7D130
PRODUCT REVISED
a3 complying wHh.the Florid.
Sullding Code
NOA-No. 16.0629.06
expiration Date 0211712020
mmmm-pov Product control
rl��•'•�ILENSF' • Fop
.r^ r •: $
i�d. sa7os
_Uj
' STATE OF . Sri!`
. �c
CONFIGURATIONS NOTES:
MMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS -SHOWN ARE'ALSOAVAILABLEAS
POCKET CONFGURATIONS AT EITHER OIR-'B'OTH JAMB
MAX UNff WIDTH MAX. UNIT WIDTH LOCATIONS U$ING DETAIL "Jw'., "Jif; "KW':OR'"Kc" INSTALLATION.
EXAMPLE: 4-PANEL• )OOOC 1N POCKET (p) CONFIGURATION CAN BE
NOM: j'ANEL.WIDTk4 NOM. PANEL. WIDTH + + CAN BE,.p O , OR)000Cp, OXXX, IN POCKET CONFIGURATION
pERTABLES 1-3 PERTABLES 13 1
-�`f-" j �f� 2)SV & 135' CORNERCONFlGURATlON9 CAN BE AOOMBINATlON
OF ANY 9 STRAIGHT CONFIGURATIONS.
J� i o
MAX: UNIT ,a / . + +a & +a a l Fu a o 3 FOR NOM. PANEL WIDTH, SEETABLES-13.
,lpL4o MAX: UNIT. / )
HEIGHT na t i � � HEIGHT / ^°=OPERABLE PANEL,
/ PERTABL•ES 1-3 / l
pER.TABLES 1-$ i v s /181.1 -lC`-- INOPERABLE PANEL,
POCKET f—DETAILLETTER
POOH I ,y POCKET l y
` ___, "v/!=:WOOD OR METAL INSTAL A710M
I- PANEL, S 2-PANEL ® 'c°=.CONCRE E INSTALLATION
+ n9 ' CONFIGURATIONS +s
CONFIGURATIONS sHEETNUMSER
MAK-UNIT WIDTH - MAX. UNIT WIDTH DLO 'WIDTH =NDM.PANELWIDTH-7"
IVDM. PANEL WIDTH DLO•HEIGHT= DOOR UNIT HEIGHT -10.128'
N0141. PANEL WIDTH ` " ` , +3 w �2 3 PANEL HEIGHT= DOORUNIT HEIGHT -1.806-
PERTABLES 13 + ' 3. + PERTABLES-7-3 1
L.
MA) UNIT `
HEIGHT
PERTABLES 1-3 /IL
/
r
J `` '
+ , i -a
+
` 5
MAX UNIT
HEIGHT:
i
D
PER
u�. 1
TABLES 13
!j
POCKET j s
1Ih
% _J
L
r-
3-PANEL CONFIGURATIONS.. a
, 3
NOM. PANEL WIDTH
PER TABLES'1.3
MAX:UNIT ,
HEIGHT
PERTABLES 1 3
&PANEL CONFIGURATIONS
OFAU7Krmm
tlltpiVP_1�
MAX UNIT WIDTH'
NOM. PANEL WIDTH
PRODUCTng-REVISED
PERTABLES 1-3
13
0 lldinglcodo itF fho Florida
+3
NOA-Nv. 16�0629.06
as .
Expirotiod bate 0211712020
MAX. UNIT n9
HEIGHT �.
sGE.
NOTE
mim Product control
PLS'
TABLES / /
sw�r.
SHEET
�o.
RiOa =
W..
7
: O •,\C3:SSE',
CORNER, TYP.
,"" n3
(OUTSIDE CORNER SHOWN,
.
_
INSIDE CORNERSIMILAR)
: ; ; : "tc ...
a)"PLE CONFIGURA77ON&
SERIES 77t7ALUM. SGD-L•M IMPACT
A.LYNNM=P:E
°
a
a..�n.
F
B
Sin ne NTS •2 v ?2
PQTOi30
P.Eil6H7G5
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH -- t
PERTABLESI-3 !
7 1
MAX. UNIT ' 7`
HEIGHT, 7 �
96" OR 120"
TESTED UNIT WIDTH=
365-7116" 0— 96' HEIGHT
om
/SLL3iIl9CTd.twT�iC?1
m TiE'1 iEi V7 AQJ
t
t
14 74 jo�a
I�ym
70CKET ; by
6-PANEL CONFIGURATIONS
MAX. UNIT W IDTH
NOM. PANELWIDTH
73 1 3 1 1
PER TABLES Z 3 J"
7 73
�e
NAX'UNIT � 7
HEIGHT 7 73
PERTABLES1-3
MOM. P
PEF
MAX
HE'.
PERTA
t'— 1
J I
74 1 1
IRa.
I���t1W
1
POCKET
_k'4--- J
7-PANEL CONFIGURATIONS
-14=9
LFRT OFAUlN. da»w
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "Je, "Kw" OR "Ko" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pX)=p, p)O= OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp,
2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR MOM. PANEL WIDTH, SEE TABLES 1.3.
IX'— OPERABLE PANEL,
°O'= INOPERABLE PANEL,
"p" - POCKET
DETAIL LETTER
W' = WOOD OR METAL INSTALLATION
d' = CONCRETE INSTALLATION
—SHEET NUMBER
DLO WIDTH= MOM. PANEL WIDTH -7"
DLO HEIGHT = DOOR UNIT HEIGHT-10,125'
PANEL HEIGHT - DOOR UNIT HEIGHT-1,666"
PRODUCT REVISED
as comp!ying with tbo Florida
6aild-m9 code
NOA-No. 16-13629.06
Expiration Pato0211712020
Miam D. rodvcY Con#ol
'UF3ATlONS
SGfJ - LM IMPACT'r.....``,.
LYNN L1UM P.
a..nex>
> 22
PGT0130 B
P.E05e705
S.
7/15" NOM. 7116" NOM. 1" NOM.
3/16" HS GLASS 3/16" HS GLASS
3f16"'HS:GU ASS ,090'PVB
.090" PVB OaO." SG 74 3116" HS GLAS
hr HS GLASS 74 3/16" HS GLASS 3/5" AIR SPACE r314N
3113/4"-NOM.3/4"NOM. — GLASS GLASS a BITE• 124-127 B�`
EXTERIOR
ao eo a
65
,
7/16"•LANIINATED GLASS, TYPE G3 7/1'6"'LAMINATED GLASS, TYPE G4 1" LAMINATED. I:G. GLASS., TYPE G5
9116" NOM1"NOM.
9/16".NOM. . 3116" HS GLASS
1/4"•HS GLASS 1/4" HS GLASS 090 PIlB
.09V:PVB :090" SG 3M6" HS GLASS
74 114"HSGLASS 74 5116"AIRSPACE 74•
114 HS GLASS'
--
1/4" T GLASS
92
42
.
83
3/4rNCM.
3/4" NOM.
GLASS
OM.•GLAASSekTERioR
rG
a
BCE
124-127
SS.BITE
C
PRODUCTEMSo
ExTEmbR
Y 9 with Forlda
4
6u11ding code
81, •
. -at
NOA-No: '[,6.0629.06
54
79
expiration Pato02M712020
6¢
l 551
.
LJ
6Y
Miam e.Produet control
,91116" LAMINATED GLASS, TYPE.G3A
91.16" LAMINATED GLASS, TYRE G4A
V LAMINATED I.G. GLASS, TYPE G5A
•.�\-ti rah....... •M/1,^ A/
GLAZING NOTES:
.�•: 4?i'd19;; •.y �f�
-A N= HEAT STRENGTHENED
T-TEMPERED
pV8'=.090"BUTACITE'PVhYKURARAYAMERICA,INC.
-
i� -' j =
SG" = .09D° SERI 6GLAStY kURARAY AMEiiICA -INC.
c/ •, S
m "
hsfis2als
s
eensrncals
107o7ECHNowr+1 cRW
GLAZING DETAIL'S
w, nr
099
wnt>s
N.VMC$FL3d275
nu
SERIES 770 ALUM. SGD - LM IMPACT
,•>; ^•;'.: ^,;; .
,,,; r•' L••
e. sax
Isar}asd taco
a.r
a+rd+n'et + "a
w
I:.
/i. LYNN MILLER P.E
ww"x
ee
Abe.
a,n
ceflraFnuntbssz9c
°
srb77s WTS 4 e= FOTD130
6
P.Ease7ns
7 JR �1IIA0/f4
GLAZING DF-TAILS
{G6, G6A G7, G7A, G8 & G8A)
7/16" NOM.
1"NOM.
1" NOM.
3/16' ANN GLASS
3/16" HS GLASS
3116" ANN GLASS
.090" SG-
- 090" S
090" SO
3116" ANN GLASS
3l16" HS G
3116^ ANN
3/8AIR SPACE 74
"3/8"AIRSPACE
74
3lt6" T GLA558283
3/16"7GLASS
83
EXTERIOR
314" MOM314"
&�S
MOM.
t24127 GLASS
124-127
GLASS �
BITE
BITEEXTERIOR
79
1" LAMINATED I.G. GLASS, TYPE 136
7116" LAMINATED GLASS, TYPE G7
1r` LAMINATED I.G. GLASS, TYPE G8
-- 1"NOM.
9/16"NOM.
1"NOM.
3/16" HS GLASS
1/4' ANN GLASS
3116" ANN GLASS
.D90" SG
090" S
3116" ILS GLASS-090"
SG
3116" ANN GLASS
5/16" AIR SPACE 74
74
1/4" ANN GLASS
6116" AIR SPACE 7,
1/4' T GLASS
114" l' GLASS
—
e2
83
b3
lb
3/4° NOM.
314" NOM.
EXTERIOR
IF'
t V l27 3/4" MOM.
124-127 GLASS
a BITES
srm
Brre
`•• � . ` 79
SS
64
EXTERIOR
65
1" LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS, TYPE G8A
GLAZING NOTES'
"ANN" =ANNEALED
"HS" = HEAT STRENGTHENED
T`=TEMPERED
•pVB"=.090" BUTACITE PVEBY KURARAYAMERICA, INC.
'SG' _ .090' SENTRYGLAS�bY KURARAYAMERICA, INC.
Wo486f000 I II r rl., I JCISJC.71lU ttLVlvt. ou[� uw rr v�rrrvr
L_0 \ \``�•-l��.f s.a..ar+aa asru a..e "�+�oar.
cFRr oP4rmtdri�e m SGD-77D NTS 5 :r 22 PGTO'130
PRODUCT REVISED
u compiylu with the Florida
Euilding Corte
NDA-No. 'I6•D629.O6
Expira&"n T.te 02M 7/2020
MIa,nF1W Prcaunt Ocntml -
t;tllrl1'%"
7 MA
��� . r. Or : ✓..
A. LYNN,M1LLIlL P.E.
P.E.0 53705
INC�C "1:
Design'Pressure (DP) and AnchorQuantit(es Required, (forall approved
Maximum DP forallsizes: +601.60
configurations on Sheets 2 & 3)
(May be Itmited liyfiabl0lA)
Far comer 0sbagal anchorage, an`90' or 136, coiner units; see sheet 11
�--�
Door Unit Height
Table spplles to Glass
:80,
64
Sir
96°
Types-3, 3A, 5, 5A; 7, 7A,•e:
w1la, OLD
73.710" 0 O
79.718" DLO
85.7/8" LO
Anchor Group
Anchor.Gmup
Anchor Group
Anchor Gro
& 8A and the Stile./ Astragal
Lypes shmn bellow.
1.
'2
3;
4
b
2 1
3
4
1
2
3
4
1
& �•
4
Head15
.1
C4+1
- C4+1
1
C4+1
C4+1
C4+
C4+1
C4+1
1
G4+7 I:
C4+1
C9+1
Gi+1
C1+1,
C1+7
24'
DLO
Jamb
P-hodk•
B
6+7.
B
-8
64-7
8
6+.7
8
7+B
•8
7+8
8
7.+8
8
7+8
8
T+B
B
7+8
e
7+8
8.
' 7+8
B'
7+8
8
7+8
8
7+8
8:
7+8
H2V1ead1S111:
:Cq+1
.6+7
C4+1
C4t1.
CA+1
C4+i
C4+1'
Cq+i
C4+1
C4+1
C4+1
C4+1
!C4+1
C4+1
C4+1
C4+1
•Ci1+1
3Q"
Jame
8
•8
;8• '
a.
B
.8
B
8
6
8
B
B
8•
8
B
4
v
DLO
P-hook
6+7
6t7
'•6+7
8+-r
7+8
7+8
7+S
7+8
T.+8
7+6
7+B
7+8
748
7+
7+8
7+&
Headl8111
CA+1
C4+1
•C4+1
-C4+1
C4+1
'C4t1
C4+1
04+1
C4+1
C4+1
C4+1
iO4+1
4+1
.C4+ .
CQ41
04+1
=
36"
p
Jamb
li
8
8
8
8
e
B
8
8
8
8
8
8
B•
8
8'
P-Kook'
U+J'
6+7
6+7
6+7'
7+8
7+8
7+8
7+8
T+B
7+8
7+8
7+8.
7+8
7+8:'.
7+8
7+8
'
Head/Sill
G01.
04+1
2i 1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
04+1
C4+1
! C4+1.
CA+1
C4++t
C4+1
•01+1
E
-
`fib
8'
.8
.6
8,
8
8
8
8
e
8
B
8
B
e
e
e
".7+8
DLO
P hook
6+7
6+7
8+7•
6+7
T+B
7t8
7+8
7+,8
7+8
7+8
7+8
7+8 '
7+8
7t8•
7+8
Headf981
�C4+2
C4+2
C4+2
"C4+2'
C4t2
C4+Z
C4+2
C4+2
C4+2
C4+2'C4+2
! C4+2
C-0+2C4+2
C4+2
'GIt2
"
'
4T
damp
8�
B
•88
8
'88'
8
8
6
8
8
.6'
a
8
'8
DLO
P=crook
6+7
8+7
6+7
.8+7
'7+8
7+8
1 7+8
r 7+8
7+8
7t8.
7+8
� 7+8
7+8•
7+8
7+8
7+6
FOR EXAMPLE ON USING TABLE, SEE SHEET7.
NOTES:
1)'PCSITIVE PRESSURES7N TABLE 1 ARE.BASED'ON THE USE.OF THE'3-1/4" SILL
2) WHEN USING THE 2-112" SILL, POSITME.WATEi'DP IS'46.67 PSF MAX. WHEN USING THE 311V SILL, POSITIVE WATERDP IS
60.6 PSF MAX. WHEN USING'THE.A"SILL, POSITIVEWATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4r, 3-1/4" AND 2-110-SILL HEIGHTS.ARE TESTED FORWATERINFILTRATION WHEREASTHE 1.112' SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES:SHOWN IN TABLE- 1 MAY
BE USED 1NHEN THED,OlOR1S PROTECTED BYAN.OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUIQDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDrhoN IS:NOTRATED`F.OR;WATERINFILTRATION.
4) SEE SHEETS i 0-14 F.ORANCHDRAGE SPACING, EDGE.DISTANCEAND EMBEDMENT INFORMATION.
5) DOOR SIZE TO -COMPLY WITH CURRENT FBO EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORSANE SPECIFIED AS THE TOTAL QUANTIIY,.DIVIDE 8Y 2 FOR PAIRS TO BE INSTALLED.
TABLE 1'A:
SiftHrj htto,Max:(t)DP'
(WaterhlEltraBon Raung),
Sal RiserHeight (+) Doslgn
(FlstatBoX�-seo .Pressure. psr
Sheet 17)
7Flush-1112. Soo note
low -2=1/Z' +46.67
Med!um-3-114'.' +60.0•
Hidh -'4' 4 00.0_
SEE NOTES 1.3
DLO WIDTH =
'NOM. PANELWIDTH -7"
.DLO HEIGHT=
DOOR'UNIT HEIGHT-10A26'
PANEL HEIGHT=
DOOR UNIT HEIGHT-1.866"
1HLNGTH
!H RATIO t'I-1'
-
OH RATIO - OH LENGTH .
-OH HEIGHT'
Interlock
P-hook
Lecksdle@4amb
stwahtAstragal
Assembly
LacMtile@
StralghtAstragal
Bo- Astragal!
Assembly
Lackstile'@
S0'AAstra'gal
13S'Astragal'
Assembiv
Lackst!le@
135•Astragal.
StandarE es
Standard Sttls•
StandaidStile
Standard-Shce
StandardAstragai
5tandardSUle
HeaWduryStile
ulde OD
OutsiaeComer, ,
InsldeCa
Heavy=duiy'Stile
Outside'
Comer
Inslde�
Comer
Heavy=duty.5tlle
"s' e
Comer
Outside
Comer.
Heavy-dutystile-
Il��dd
partaF60(x2)
Part#6D
Part'#6o
Part R60(Sti16J
parLR67(AtI161 )
Part960
Part#61(Stlle);,
Part#m.(Camer
Receiver)
part #13.9. ((Cut.).
part#12D(In:)
Pa, #,,(SdIe),
Par. 1 &1132
(Cam. & Fxd Mount)
"Part#6Y
GFRr: aFAD1K,'RBIae I �J® I SG6T/a I NTS1 6 'd 22
Expiratlan D;itd 0211772020
9y
Mram-0 •P.roduat control
A. LYNN MID.Efi. ME
PaosaMs
TABLE 2:
Resign Fressllre (OP) andAnchar4uantifi4ts Required, (for all approved confLqucations on Sheets 2 & 3)
FOraamer esteagDl anchorage On BD' or 135• comer uNts, sea sheet 11
Maximum DP for all sizes! +s0 /-60
(May bo 1lm8ed by 7aNe ?!)
DaarUnkHelght
Tema
4.
applies
4A, e,
to
BA. 7.
Gaza Types
7A, a & eA
80.
- gq•
Ta-7!8•
DLO
90"
79-7fe•
DLO
, 96"
&i7/8-
DLO
10T 508 114' 120'
91-7IB- DLO 87-7/B" DLO 1 DLO DLO
and
the Stie/Astragal
types
gg.y g•
AnohorGm5P
DLO
Ano rGroup
Anapar
Group
MchorGroop
n h!r Anchor"
Anetpr Group Anchor Group An rbloup Anchor Group
2 3 4
saawn
below.
2
3
4
t 2
3
4
1
Z
9
4
1
2
3
4
t 2 3 4 1 2 3 4 7 2 3 4 1
1
G+1
CAT7
C4+1
G;*1
C4+1 GN
U+t
1
C4+1
C4+7
C4*1
CAr1
Cgtl
C7«]
CA+t
CM7
f:4N 1 C4+ CAM GI+1 N G7+1 C4+1 CA+] C4+7 C4+1 C4+1 C4+1 C4+i 04+f C4+
10
17"
HoaNS18
8
g 8
8
8
8
8
B
B
8
B
8
8
10 10 10 10 10 10 t0 t0 10 10 10 10 10
24^
DLO
Jamb
g
g
g
T+8
7r8
7*g
7+8
7r8
7+8
7tB
Tin
7+g
7rg
7+B
8+9 849 8+B W 8+9 8+9 89 9n10 9r10 gr10 9+50 9+10 9+10 g+t0
P-hppK
P-hoolln
6+7
6+T
er7
B+7
7rB
C4+1
C4+i
rA+l
04+1
C4+1
C4+1
04+1
C +i
C4+1
C4+1
CA+1
54+11C4+1 C4+'I C4+1 04+1 &--1 C4+1 CA+S C4+1 C4+1 G7+1 C4+7 C4-1 04+1
231
CA+1
C4+1
C4+1
C4+1
C4+1
t
10 10 10 1 10 to 10 10 to 10 10 10 10
1 10 10
3D"
OLD
Jambp.hoo
7+9
7+g
7+B
7*8
788
7+g
7+8
7+8
7+6
8 9 840 8+B 8+9 5+0 8+9 8+8 9+10 B+1D 8+70 0+10 9+9+10 9+
jC410C
6+7
047
687
6+7
7r8 7+8
C4+7
7+8
CA«1
CAN
C4+1
C4+1
C4+1
C4+1
Gi+1
C4+t
G+1
C4+1
CA+1 CA+] 01+1 C4+1 C4+1 Ctrt C4+7 C4r1 Gltt C4+1 C4+1 C4r1 C4+7 C4t1
2
Headlalt
C'4+1
CA+1
CAN
cA+1
C4+7
8
a
a
8
8
1D 10 10 10 1g 50 10 10 10 10 10 10 10 10
3G
O
Jamb
a
g
g
8
g a
7*8
8
7*B
7+8
7+8
T+
7+8
7+8
7+8
7+8
7t8
7+8
3+9 8+9 Br9 g+9 B+B 8+9 g+g 9t10 9+10 9+10 6+10 9+10 9+10 g*70
RtrooK
8+7
5WI
6+7
C4+1
8+7
0H7
B+7
CA+1
7+g
C4+7 CAr1
CA+1
C4+1
CAN
CA+1
C4+1
CA+1
C4t1
Gl+t
Gi+S
CA+1
CA+1 CA+1 Gi+i CA+1 G1+1 CR+7 GL+1 5 CA*1 C5+1 Cart C4+1CA+7 C5+142"
"
H ad15111
8
r 8
8
8
8.8
8
B
8
'8
8
8
10 10 10 10 10 10 10 10 10 10 f0 10 10 10
D
.tamC
8
8
8
9r7
7+g 7+8
7+8
7+8
7+a
T+8
7+8
T+B
7+8
Tin
7-3
7+8
8+9 8+0 8+9 8+B 8+9 gtB B+9 g+9 8+10 9+70 9+1g 9*t0 9+70 9r10 9+10 B+iD
P4waK
6+7
B+7
8+7
CA+2
CA+2
C4+4
CA+2
C4+2
C4+2
C4+2
C4+2
04+2
C4+2
C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CS+2 CS+2 C4+2 CSt2 C6+2 C5+2 CSr2 C5t2 C6+2 C5+2
Headlal6
C4r2
C4+2
C4+2
C4+2
C4+2 C4+2
B
-B
8
6
'B
a
B
t0 10 i0 10 SO 10 10 10 10 10 10 10 70 10 10 10
z
48•
pip
,lamb
e
B
8
8
8 8
7+6
B
7+8
8
7+8
a
7te
7+8
i 70
1T+e1
7+8
7+8
7+8
7r8
8+9 B+B g+9 8+9 8+9 6+9 8t9 69 9+10 9�t0 8+10 9+70 0+10 B+10 9r1D 9+10
PJamb
HeadrSln
8B
CA+2
6r7
04+2
6r7
C4+2
B+7
C4+2
7+8
C4+2 CA+2
CA+2
C4+Z
C4+Z
C4+2
C4+2
C4+2
C4�2
C4r2
C4+2
C4+2
Se
U'
Jamb
8
8
a
a
a a
8
8
a
a
a
a
a
e
8
a
p-0apK
6+7
5+T
6+7
8+7
7+g 7+g
7s6
7+8
7+r
7+B
7+g
7+a
7+8
7t8
7
7+8
Not available in these sizes
CA+2
C4r2
CA+2
C4+2
C4+2 C4+2
CAr2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
CSa2
Heed1S81
8
B
8
8
8 8
6
e
e
O
OCO
Jame
P-hoeK
6+7
6+7
9+7
6r7
7+8 T+B
T+g
7t6
7+8
7+8
7+8
7+8
7t8
NOTES:
1) POSITWE PRESSURES IN TABLE 2ARE BASED ON THE USE OF THE 3 114" SILL.
2) WHEN USING THE 2-11Y SILL, POSITIVE WATER OP 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 PRE& UNCHANGED). SEE TABLE 2A.
3) 4', 3.1/4- AND 2-112' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-V2"
SILL I$ NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAMr THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED,
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY FOR PAIRS TO BE
INSTALLED.
U = EXAMPLE ON SHEETS DLO WIDTH=
TABLE 2A: MOM. PANEL WIDTH -7'
Sill Heightto Max. (+) DP
(Water ln511ration Rating)
Sill Riser Height
(+) DeSlgn
(Flat crBox, sea
Sheet 17)
Pressure, psf
Flush -1.10
5eenot03
Low,-2-1f2"
+48.67
Medium - 3-114"
-60.0
Mgh-4"
+60.0
OH LENGTH DLO HEIGHT =
> DOOR UNIT HEIGHT-10.125'
2
L9
= o OFI RATIO ? 1 PANEL HEIGHT =
= o DOOR UNIT HEIGHT -1.B66"
0
OH LENGTH
SEE NOTES 1-3 OH RATIO = OH HEIGHT PRODUCT REVISED
as .—Plying with the Florida
III o , v I —A n c Building Code
'16-0629 06
THE FOLLOWING STILE
Interlock
& ASTRAGAL
P-hook
TYPES SHAu e n uscu
Lockstile@Jamb
Str%t mustragal
bN
-
L�anchils a'
SralAn.
�� • `9-05 •"•A•s•r-g• a-1 ••^-•
Assembly I
-_._.._ . _.e_@ _..__.
90'Astragal
_ ]. 3_ 5_'
Assembly
e@
135'Astragal
Heavy-duty Stiles
Heavy-dutySML
Heavy-duty5tile
He2vy-duty5tiie
StandardAstmgal
Heavy-duty5t8e
a�-1
Heavy-duty516e
outside
�'L�,�•��.-��
lnsldecomer 11
Heavy-dutySGle
Outside
Comer
inside
Comer
Heavy-dutySUIledB
came
outside
comer
Heavy-duty5t1Ie
a J_dJ
Part61(r2)
?art4l61
Part#61
Part tl6l [SNe)
PaK4167(Asbagal)
Partk6l
Part4161(Stile)
PartRecvr)mer
Patt#229(Out.)
Partt4120(In.}
Part176231 (Sble)
(Com.&Fxdmo nt)
Part1:61
srr}rBo-rgoB SERIES 770 ALUM. SGA - LM IMPACT
CERJ:OFArl7H. P�B2B5
`�D N7S ` 7 = 22 " PGrM130
NOA-No.
Expiration Data 02/1712020
By
Mlam- aeroduet eontro
A. LYNN MILLER PM
P.E.# 59705
TABLE 3:
Design Pressure (DP) and Anchar Quantities R9quirod, (forall approved contig urations on Sheets 2 & 3)
For comer astragal anchorage on 90' or 135' comer unite, see sheet 11
Maximum DP shown beloW
T (May be ehnhed by Table 3A)
• DoorUnit
Hal ht
Table
applies
to GIs..
Types 4. 4A,�53-718'
° 90° 96°
DLO 797fe"DLO BS-7/a DLO
le
lit-7!8 DLO
97.718" DLO
18"
6, fiA.
7. TAi
e a
BA and the Sale /
�DL01.11.-'
ARehor loop nehocGreup
AnehorGraupARC
orGroup
A,7,Tltypessilovdthe
N.WGrouGrot}r
3 4
4
1
+-
5 st
Des! n Pressure
.0
C4+i CR+1 C4+1 C4+1 C4+1 C4+i 04+1 C4+1 Ca+1 04+1 C4+1 C4+1
C4+1 C4+! C4M C4+1
C4+1 C4+1 C4+1 04+1
iT
11ead158t
ca+1 C4+1 C4+1 C4+1
8 8 8 B� B. a 8 E a
10 t0 10 10
10 10 10 10
24°
DLO
•
Jamb
8 8 8 B 8 8 E
frt7 6+7 6+7 7+B 7+6 7+8 7+B 7+9 7+8 -7+8 7+8 7+8 T+B 7+8 7+8
8+9 8+9 8+9 8+9
8+9 8}g gr.9 8+9
P-hawk
6+7
0 d PsJ
+1-BZS Psf
+/-75,0 psf
Design Pressuro
C4+1 04+1 C4+1 04+1 C4+t C4+1 04+1 04+1 54+1 04+1 C4+t 04+1 C4+1 C4+1 C4+1 04
C4+t C4+1 04+1 04+1
C4+1 C4+1 C4+t C4+1
30°
23,
HeadrSlO
8 B 8 B 0 0 8 8 8 8 8 8 B
10 10 10 10
Yo 10 10 10
s
OLO
Jamb
B 8 B
6+7 6+7 6+7 et7 7+8 7+a 7+S 7+8 7+8 7+3 7+8 7+B 7+8 7+8 7+8 7fi8
8+9 8+9 8+9 8+9
8+9 8+9 843 8+4
U
P.hook
90.0 Psf
+1.82,6 psf
+/-76,0 psr
Design Presst/re
04+1 c4+1 C4+2 fA+2 C4+1 04+1 C4+2 C4+2 C4+1 04+1 C5+2 C5+2 C4+t fit+1 C5+2 CS+2
C4+i C4+1 C5+1 C5+1
Stl
C4+t Cd+t C5+i C10
a
'"�
29"
as SDI
8 8 ts 8 it 6 8 8 a 6 8 8 10 8
10 io 10 10
10 10 10 10
DLO
Jamb
"COX
B 8
6+7 6+7 6+T 6+7 7+tl T+8 7+8 1—T+e 7+6 7+8 7+8 T+8 8r•9 8+9 B+9
8+9 8+9 8+9 8+9
8+9 8+9 8+9 8+9
+/-9� a Ps
+1.82.6 psi
+!•75.0 Dsi
Deslo Prescure
C4+2 GI+2 C4+2 C4+2 04+2 C4+2 C5+2 C5+2 05+2 C5+2 C5t2 05+2 C5+2 C6+2 C5+2 C5+2
C6+2 C5+2 C6+2 C5+2
Ca+2 C5+2 05+2 C5+2
42"
36,
Hoad/slu
8 8 8 8 8 8 8 8 10 B 8 8 10 8
10 10 10 10
YO 10 10 YO
DLO
Jamb
P-hooK
a 8
6+7 7+B 7+8 7+8 T+8 7'+B 7+8 7+8 T+a 8+9 8+9 8+8 8+8 8+9 Bt•9 8+9
8+9 8+9 8+9 8+9
8+9 a+9 a+9 8+9
+(-90.0 3f See Note A below
+1.82.E psi
+/-76.0 psf
Desrgrt Pressure
C4+2 CA+2 C5+2 CS+2 CA+2 CS+2 C5+2 CS+2 C6+2 C6+2 C6+2 C5+2 CS+2 CS+2 C6+2 C6t2
C5+2 C5+2 C6+2 C6+2
C6+2 C5+2 C6+2 C6+2
48°
41'.
Hea 6gl
8 8 a 8 a 10 8 8 e YO 8 8 8 10 8,
t0 10 10 10
10 10 10 10
.
OLD
Jamb
9
7+8 8+9 e+2 B+9 8+9 8+9 a+9 8+9 8+9 9+10 9+11i 9+10
8+9 9+10 S+10 9+10
8+9 9+10 S+10 9+19
?-honk
6+7 7+8 7+8 7+B
unrc e-..!_on n aff GLASS TYPES 4. 4A.
6. 6A. 7A. B A 8A, +1-87.1
FOR GLASS TYPE 7
FOR EXAMPLE UN usuvv !r�>-�, �_��'"-, •. -
-
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH =
2) WHEN USING THE 2-i12" SILL, POSITIVE WATER DP IS 45.67 PSF MAX. WHEN USING THE'J-1/4" SILL, POSITIVE WATER
USING THE 4° SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
NOM. PANEL WIDTH -7"
DP IS 60.0 PSFMAX. WHEN
UNCHANGED). SEE TABLE 3A.
3) 0, 3-i/4' AND P-VZ SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112" SILL IS NOTAND
DLO HEIGHT
DOOR UNIT HEIGHT - 10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX, POSITIVE DESIGN PRESSURES SHOWN IN
DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT =
TABLE 3 MAY BE USED WHEN THE
BUILDING CODE (SEE ADJACENT DIAGRAM}; THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
AND EMBEDMENT INFORMATION.
DOOR UNIT HEIGHT-1.866'
4) SEE SHEETS 1044 FORANCHORAGE SPACING, EDGE DISTANCE
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
AS THE TOTAL QUANTITY, DIVIDE BY2 FOR PAIRS TO BE INSTALLED.
6) JAMB ANCHORS ARE SPECIFIED
7HEFOLLOWINGSTILE&ASTRAGAL
Interlock
TYPES
P-hook
SHALL BEUSh�t•U!tIAM=Z�r�oncc°°<,a�,..,.,.,
LocksHle@Jzmb
StraightAstragal
Assembly
Lockstile @'
straight Astragal
-.1.•-.-••-••-•-•--
90' Astragal
Assembly
--
Loclatile @
90'Astragal
--- -- -
135' Astragal
Assembly
LoclaUle @
139'Astregal
Heavydtt1y5tlles
Heavy-duty5tile
Heavy-dulyShco
Healy-dutYSttle
Tie avydutyAstragal
Heavy-duty5ule
���� t•
Heavy-dutyStfle
Outside rarner t r
{; L-•),
l L_h�.��'-�j'
inside comer' I k
Heavy-duty5tlle
outside
Comer
Insid
Corner
Heavy-dutysnsitle
Corner
Cotner-
Corner
Heavy-dle uty5tl
!�
Part#61(x2)
Part#61
Pert#61
Part#61(Stlle)
Part#68(AstraBal)
Part#61
Part #61(Stile)
PartReceiver)lis er
PaR4r119(Dut)
part#120 (In.}
Part #61(Sule)
(Co� &F µ�6
Part#61
94JN8a-1600 I ( I StK/tS / /U ALUM- .7L7U - Lew J1e11-^1
P""v"'
catr aF,turR. ersms
® saw7o MS a N 22 PGT0130
TABLE 3A
Sill Heightto Max, (+) VP
(Water Infiltration Rating)
S01 Riser Helght (+) Design
(Flat or Box, sea $heat 17) Pressure, psf
Flush-1-1/2" see note 3
Low�2.1/2' +48.67
Medium-3-1/4" +60.0
High-4' +90.0
SEE NOTES 1-3
OH LENGTH Ip -
Fa OOI OH RATIO Z 1
4i
1
OH RATIO = OH LENGTH
OH HEIGHT
as complying with the Florida
Building Code
NOA-No. 16.0629.06
gxplratroa Dato 02/1712020
EY
N[!amF-' roduct Contra
:tLr �rfrr ,
A. LYNN MILLER, F.E.
P.E.a5e7os
NO FRAME -7+8" P"HOOKANCHORAGE CONSISTS OF: SEE'CS" CLUSTER
SEE
JAMB (7) P-HOOK ANCHORS, SEE "CS" CLUSTER MAX UNIT WIDTH SEE "C6" CLUSTER DETAILS, FORASTRAA� 10
'.., GLASS
SPLICE
REQUIRED @ (PERPENDICULARTO DETAILS; SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK 24' MAX, O.C.
NOTE
THIS
' EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK CLUSTER, SEE
i.`;% POCKETS AND 60"NOM. DETAILS, SHEETII x x
SHEET
I PAN LW
r. SEE POCKET (8) P-HOOK r---__ x x I�� / x x x x 5 MAX
xx xx x x x
x x
x x x x x
> JAMB ADAPTER I B• MAX x X x(
•;•,ti ;• INSTALLATION, x x t
THIS SHEET ANCHORS MIDWAY j — V MAX
'•• I' { 4 PAIRS OF
& SHEET 14 BETWEEN P-HOOK I I `
ANCHORS &AT3" i ® lo� x=FRAME x ANCHORS
;^ FROM TOP & I ANCHORS 96 (TOTAL 8
z m CO
•: � a 14' I I o UNIT zt0.01 ANCHORS)
4.051"
f,',•':: BOTTOM .,
i
°MAX TO OPENING I }' MAX C'� 1 n m= P HOOK HEIGHT o.a PER JAMB
j ya �mf 14'MAX O.C.
' EDGE OF POCKET SEE I�---- [ � ANCHORS x DETAILMB
i Jml
INSTALLATION I 1 T
BELOW)
DETAILSJc'&'Kc`, I 1 mO=P-HOOK
Im
END PANEL SHEET 14 & PART x I �I I I MOUNTING x
ANCHORAGE DEA9'J'-&'K'3° MAX ADAPTER
-
(2 ANCHORS) SHE19 OR ANCHORS24"MAX
O.C.
P-HOOK L--__eMAK
x %x ' ✓ ENO PANELANCHORS
' xx
END PANEL x6MX' ANCHORAGE (SEE
xx x SKETCHBELONANCHORAGE ANCHORAGE
=xtY
(SEE SKETCH BELOM �•+2" ANCHORAGE
. ANCHORAGE
LCENTERL(N✓ �X TYR ANCHORAGE ANCHORAGE ANCHORAGE
OFPANEL i z.oa'
EXAMPLE 6-PANEL, 2 TRACK90` OUTSIDE CORNER= XX/XX0 -FXT. MOUNT POCKS-i ANCHORAGE PLAN:
24° MAX.
98" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET T) 6. SPLICE NOTE:
O.C.
1601 x NON-STRUCTURAL
-
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A SHEET 1 . AS NEEDED TO ALIGN THE
l
`
2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6 8: ExrEnioF HEAD OR SILL IF A SPLICE
I
�CENTERLINEOF HEAD &SILL:B" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21• �r ✓� OCCURS AT THE p-HOOK
fi0"
e ;
INTERLOCK APPROPRIATETABLES, SHEETS 6.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX
I'l
ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
PANEL
SEE "C5" CLUSTER
ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM
WIDTH
DETAILS, SHEET 10
FOR INTERLOCK ANCHORS A7THE MIDPOINT OF END PANELS ARE ONLY 5.64"
"• TANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXTANCHOR
�
CLUSTER IS OVER 247, OTHERWISE ANCHORS ARE NOT D� "sDv 8" MAX I PRODUCT REVISED
3.S'
REQUIRED AS PER THE FIGUREATRIGHT: ^^� so complyln with tho Plorida
CENTERLINE JAMBS &P-HOOKS: 6" MAX FROM BOTTOM, 21" MAX ANCHOR PAIR O.C. (JAMBS), 14" MAX ANCHOR Bondtn9 co o
�2-M NOA-llo. 16-0629.05
OF PANEL 2 O,C, (P-HOOK) UTIL17JNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS fr$. SEE AMB
?-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR FxpImtlon vat- 02M712020
2`ANCHORAGE SEE"CS"'CLUSTER END PANEL s
REQUIRES CENRUNE CENTERLINE ANCHORAG M sm a redact control
DETAILS, SHEEP 10
°
C6" CLUSTER, SEE OF
DETAILS,SHEECII �—�F FORASTRAGAL (2ANCHORS) 6"
ASTRAGAL
l INTERLOCK I MAX
3.5"
-n
I
i
CENTERLINE •+2'ANCHORAGE CENTERLINE "4.ZANCHORAGE OF PANEUNE
L
EXTERIOR'15 r` OFPANEL3 �OFPAPIM4 �OFPANELS
SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS
- r• = '-
'"•D?:' ;;-• '`•'
'
Hm"QDY.
On)c
10707ECHhbIAGrGUyE
°1sy�
ANCNORl7GE SPACING&EXAMPLE FLANS
,T
wa
w+crsc
N, vtN7CE Fi 34775
ro"
SERIES 770 ALUM. SGD - LM IMPACT
- . • : �',' !,:.1 ; '
"„m„
as
(A+r}reo-re0oLf
®
s f,.+nv.' c K' °••I-i+� I
B
X LYNN MILLER, P.E
D°,mer.
.rn
FM
IMM4
�°
�=
CERT.OPAIME0=6
SGc•710 NTS 9 V 22 PGT10130
P.EASB70S
ASTRAGAL OR (...SPLICE LOCATION ASTRAGALOR I {FORSPLICE ASTRAGAL OR INTERLOCK SPLICE LOCATION
INTERLOCK--- IF NEEDED INTERLOCK'-] CONDITION, USE INTERLOCK IF NEEDED
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
175'
3.5" 7. 7„
1 T5° 3.5"
4, G I •DIAG.
1 204" 204
2 04"
o I
Exrewo 3'`" T
exTEwOR 4' DIAG. 7" txrewOR
n �l, ,,f1,
V 2-TRACK FRAME HEAD/SILL v 2 TRACK FRAME HEAD/SILL O 2-TRACK FRAME HEADISILL
1c� ASTRAGAL OR INTERLOCK aQ ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'04') ANCHORS ARE REQUIRED, 'C5") ANCHORS AREREQUIRED,"M
ASTRAGALOR SPUCELOCATION
INTERLOCK�IF NEEDED
CENTERLINE I
o
4.0
t
EXTrRRRIOR 7"
V 3.TRACK FRAME HEAD/SILL
p ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK -IF NEEDED
CENTERLINE 1
4 TRACK FRAME HEAD/SILLFRAME HEAOISILL
(o ASTRAGALORfNTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQU IRED, '04'
ASTRAGAL OR (FOR SPLICE
INTERLOCK-- CONDI16N,USE
CENTERLINI_ t °061 CLUSTERDEfAX)
W
3-TRACK FRAME HEAD/SILL
{01 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED.'057) '
ASTRAGAL OR (FORSPLICE
INTERLOCK CONDITION, USE
CENTERLINE ` "CV CLUSTER DETAIL)
--] 3.5 j —
MCM [OR
V
4--TRACK FRAME HEAO/SfLL
(a1 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'M
VEMCE.FL3196 .
CERT. CPAU•hV-Vsd
IN
ASTRAGAL OR SPLICE LOCATION
INTERLOCK --f IF NEEDED
CENTERLINE �--�
I-�— , �I 3.5"
2.04
+I 3.5"�•�-
3.5"
3 TRACK FRAME HEADISILL
(el -ASTRAGAL OR _INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'CS")
6' DIAG.
2.04'
2
MAXZUERIOR
A
21.
5.64" MA)(-
O.C.
B" MAX.
—2-TRACK
FRAMEJAMB
ANCHOR PAIR
I
I 4-TRACK
6"DIAG. FRAMEJAMB
2.04" SCrERIOR ANCHOR PAIR
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX TRACK (INT. SHOWN)
O.C.
NOTES:
1. ALL DIMENSIONS SHOWN
a" MAX ARE BASED ON MIN.
ALLOWED.
E. FOR HEAD OR SILL SPLICE
I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGEAT
ANCHOR PAIR P-HOOK SEE SHEET 9.
OR (FOR SPLICE FOR SPLICED
ASTRAGAL CONDITION, DO NOT CONDITIONS ONLY:
INTERLOCCKK "-, USETHIS DETAIL) SPUCELOCAI
CENTERLINE IF NEEDED
3.5" 35" PRODUCT REVISED
7• os eamplyyfngg Ith tho Florida
Huilding Codo
HOA-Ido. 16-0629.06
2.04' E rvtrat on Cato 02147/2020
H
4' DIAG. Mltunt-Co roduacontrol
2.04"
4-TRACK FRAME HEADISILL
cQ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, -CS-1
WITH & WITHOUT SPLICE CONDITION
EMES 770 ALUM. SGA - LM IMPACT
RbMt caw: o.vh, W
sco-na NTS 10 - 22 PGT0130
Vc.
A. LYNN MRIER, P.E
P.EA58705
2.04'
ZA4"
RJTEwDR
INTEROR
?4'DIAG.
6.72"
f
90
INTERIOR
3. 90'
EXTERIOR _
1 I --►4 3,6" 4"
2.04" -J PRIOR
SW CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "CC"
4.08" -ice
4"
IN -ER R ,\
4.08,
DIAG.
INTERIOR 2.04"
8.94`
INTMOR
N
i 7-
3.5"
[NTEPoD 1 ,
EXTERIOR
INTERIOR
ExrewDR
4" DIAG.
3 _. 1 a,.
7.
EXTERIOR
90° CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 5 OR6 CLUSTER
ANCHORS ARE REQUIRED, "Cir)
EXTERIOR
g� INTERIDA
-r 7"
4,08"
1 --4 3.5". � T
2.04„ EXTERIOR '}
135°CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, ^94D
INTERIOR
k
NOTES1. ALL DIMENSIONS SHOWN
ARE BASED ON MINIMUM
ALLOWED.
2. DETAILS DEPICT ANCHOR
QUANTITY AND SPACING,
AND WOULD BE IDENTICAL
FOR EXtERIOR OR INTERIOR
CORNER CONFIGURATIONS.
R
a,
2.04'JL -7"
8.94"
136' CORNER
+1 ANCHOR
2-TRACK FRAME HEADISILL
I CENTERLINE
(USE WHERE 5OR 6 CLUSTER
OF PANEL
ANCHORS ARE REQUIRED. "Cfi")
4.08 '+11ANCHOR
7.41'
--1 a I i -• 1 3.5"
EXTERIOR 3.6' 7- EXTERIOR f.•�- 7° •..n•.(� 4'
90° CORNER 135' CORNER
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
(°C6" ANCHOR CLUSTER REQUIRED (°CS" ANCHOR CLUSTER REQUIF
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS )
INTERIOR 6.12L2.04'
INTERIOR
4 ERIOR 5.88,
IMERIDRJR 90 135°
--►a 3.5° 4"
OCTERIOR 7"
90°CORNER
4-TRACK FRAME HEADISILL
Q'C8" ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
4"
4" DIAG.
EXTERIOR
ALL 4-TRACK CORNERS)
E]RERIOR
CENTERLINE
4 OF PANEL
INTERIOR
ALL 1+0ANCHOR
EXTERIOR VIEWS
4" DIAG.
2.04"
CENTERLINE
OFPANEL
Z2.04" +3" ANCHOR
a.ae°
EXTERIOR
I
CENTERLINE
204°
�—OFPANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
-rvco / / u rt�.wn..ws/ - Lrn uvlrn�r t
ea",e rm, tnro,°u,
sco-r/g NTS 1 f � 72 PGTOi30
"+2° ANCHOR
2.09
4° DIAG.
3.5'
I CENTERLINE
('�— OFPANEL
"+3" ANCHOR
2.04' 4" DIAG.
—"- 3.5"
7"
CENTERLINE
OFPANEL
2-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
as comp]y(ngwlth tho Florida
Building Coda
NOA-No, 16-0629"06
Expiration Cato 02117/2020
Miamrbl4cE'Product control
i;til it:l:)i
Nu 1(:iv5
A. LYNN MIU.ER, P.E.
P.Ei/E8705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET
EXTERIOR 2-1/16" • 1/4°
a MAX.
SHIM
MBEDMENT: I
EE TABLE A.
SHEETS WOOD ANCHORTYP.,
2XWOOD AN SEE ANCHOR NOTES
NO SEE
EE ANEI
TYP, &TABLE A,SHEET I
SHET
2-TRACK FRAME HEAD
w WOOD INSTALLATION
E,4EDGE
EDMENT.SEETABLEA,SHEET 1
DISTANCE:
EETABLEA,SHEET1
2-1/16•EXTMORa } SH MAX E Em R
2XWOOD LWOODANCHORTYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 &TABLE A. SHEET 1
3-TRACK FRAME HELD
swj WOOD INSTALLATION
EMBEDMENT: SEE TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET I
2-1/16•'
METAL TYP., SMS ANCHOR TYP.,
SEEANCHOR SEE ANCHOR NOTES
NOTE 4, SHEET I & TABLE A, SHEET 1
4 TRACK FRAME HEAD
\25j METAL INSTALLATION
WOODANCHORTYP., 2XWOOD WDODANCHORTYP., 2XWOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE
SEEANCHOR ANCHOR ANCHOR
NOI (1/4SMHEET AX.) NOTE S,� NOTE S,
SHEET i1. SHEET i
(1/4° MAX) '•.{•.- (114° MAX)
EXTERIOR I -7}� _ -- — wO5�v
2-1/16°• 12-Iris"' + �2.1116"•
EDGE DISTANCE:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A.SHEET I
da 2 TRACK FRAME SILL
Ow WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEEGE
f
DISTANCE:
2XWOODSEE
TABLE A,
TYP., SEE ANCHORSHEET
1
NOTE 3, SHEET I
f(a
NOODANCHORTYP.,SEE
ANCHOR NOTES
& TABLE X SHEET 1
EXTERIOR
114" MAX. SHIM
EDGE DISTANCE,
^
SEE TABLE A, SHEET 1
EMBEDMENT. SEE TABLE A, SHEET I
ikib 3--TRACK FRAME SILL
ll�vWOOD INSTALLATON
EMBEDMENT: SEE
TABLE A, SHEET I �I
,EDGE DISTANCE:
SEE TABLE A.
2XWOOD
SHEET 1
TYP., SEE ANCHOR
NOTE 3, SHEET 1
(
zlns^•
WOODANCHORTYP.,
BEE ANCHOR NOTES
& TABLE A, SHEET I
EXTERRIOR
V 1/4• MAX. SHIM --4
-
®3--TRACK FRAME JAMB
Hw WOOD INSTALLATION
A-$CDS '
CF.R r.CFAU7f.t2Z B
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4" 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
SMS ANCHOR TYP.. METAL TYP.,
SEE ANCHOR NOTES SEE ANCHOR
&TABLEA, SHEET 17NOTE4, SHEET 1
4-TRACK FRAME SILL
Fw METAL INSTALLATION
'DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
DETAILS, SHEETS 10 & 11
MIN_ OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A. SHEET I
EMBEDMENT•: SEE
TABLE A, SHEET i
EDGE DISTANCE.
SEE TABLE A.
METAL TYP.,
SHEET I
SEE ANCHOR
NOTE 4,SKEET 1
ILI
2-1116"'
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLEA, SHEET 1
MIN. OF 3
THREADS
EXTEPoOR
BEYOND THE
METAL
SUBSTRATE
IMP MAX SHIM
h--
4-TRACK
FRAME
JAMB
Iw METAL
INSTALLATION
SG6770 I X S 1 12 d 22 1 PGTO130
PRODUCT REVISED
as complylug with the Flci,da
Building Codo NOA�fo. 9 fi-0629.05
Expiration Dato 07JI712020
6y
Mlam a duet Contm
T-YNN 7i/[
�'K'.• ��p6NSS'•��'9
�� No.56105 '.''•' '—
L,� �... FKOZIOp;••
A. Li'R4(F1R'L'ER P.B
pE.$ SB705
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET
EDGE DISTANCE:
CONCRETE EDGE DISTANCE: SEE
TABLE A SHEETI CONCRETE
SEETABLEA,SHEETI CONCRETE
PER TABLE
2-1/i6"' PER TABLE
2-1116"' PER TABLE
A. SHEET I
A. SHEET 1
A, SHEET 1
EXTMOR
`
1
1f4° EXTERIOR
114" FXTERIO
:MBEDM�:
MAX.SHIMa
a
;EETABLEA,
SHEET 1
SHIMMAX
PROPERLYS£CUREDIX
CONCRETE ANCHOR TYP, PROPERLYSECUREDIX GONCRETEANCHOR TYP.,
WOOD BUCKTYP., SEE SEE ANCHOR NOTES &
WOOD BUCKTYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET I TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
40�2•TRACK FRAME HEAD
3-TRACK FRAME HEAD
CONCRETE INSTALLATION
CONCRETE INSTALLATION
Bc
EMBEDMENT: SEE TABLEA, SHEET 1
NOTES:
EDGE DISTANCE
1. ALL DIMENSIONS
SEETABLEA,SHEE'i1
SHOWN ARE BASED
2-1116° •
ON MIN. ALLOWED.
1/4"
•DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
1 SHIM
OR6' (JAMB) SEE
DETAILS, SHEETS
10 & 11.
ETE ANCHOR TYP.,
PROPERLYSEC�SEEqrF
WOOD BUCK TY.,NCHORNOTES&
ANCHOR NOTE 3, SHEET I TABLE A, SHEET I
da 4-TRACK FRAME HEAD
CONCRETEINSTALLATION
CONCRETE ANCHORTYP.,
PROPERLY SECURED IX CONCRETE ANCHOR TYR, 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 BUCKTYP., SEE
TABLEA, SHEET 1
ANCHOR NOTE 3, SHEET 1 TABLEA, SHEET 1 ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET t ANCHOR NOTE 3, SHEET I
SEEANCHOR
SEEANCHOR
SEE ANCHOR
NOTE 5, SHEET
NOTE 5,
HEENOTE .
S 1�
4" M
1 (1/ AX.) '{T�-
SHEETI
� (114" MAX.)
}
(1/4"MAX.)
,� 1
- .x ••e.,:. .>, •- ..•-...
J
EXTERIOR I
'; i Ex ; i '.4�• '..'L .
-
a
CONCRETE
a-
`
a •
2-1/10" "
2.1116^
EDGE DISTANCE
2-1116'
CONCRETE EDGE DISTANCE
CONCRETE
PERTABLE
EDGE DISTANCE:
PERTABLE
A, SHEET 1
SEE TABLEA, SHEET 1
PERTABLE SEE TABLEA, SHEET 1
A, SHEET 1
A SHEETI
SEE TABLE A, SHEET I
EMBEDMENT: BEE TABLEA SHEET 1
EMBEDMENT: SEE TABLE
A, SHEETI
EMBEDMENT: SEE TABLE A. SHEET 1
2-TRACK
FRAME SILL ®3 TRACK FRAME SILL
INSTALLATION
4-TRACK FRAME SILL
Fa CONCRETE INSTALLATION
oe CONCRETE INSTALLATION Ee CONCRETE
EMBEDMENT: SEE
TABLE A,
SHEET 1
EMBEDMENT: SEE
TABLE A, SHEEt%-'.
EDGEDISTANCE:
ISTANCE: pROPERLYSECUREDSEETABLEA,
CONCJCMU ANCHORBLEA, 1X WOOD BUCKTYP., ! } SHEET 1 PRootlCT REVISED
EMBEDMENT: SEE r`F I complyindq with the Florida
TABLE A, SHEETl TYP., SEE ANCHORSEE ANCHOR NOTE 3, 6ullding co EDGE DISTANCE NOTES&TABLEA, SHEETI NOANo.PROPERLYSECUREDSEETABLEA, SHEETS ExpirationPatoO2/1712020
1XwooDSUCKTYP., SHEETI ;> 2-1116"•
SEEANCHORNOTE3, CONCJCMU ANCHORSHEETI TYP., SEE ANCHOR"'PROPERLY SECURED NOTES&TABLEA,
CONC.ICMU ANCHOR iX WOOD BUCKTYP., SHEET 1 CONCRETE
TYP..SEEANCHOR SEEANCHORNOTE3,NCRETE OR CMU
NOTES & TABLE A, SHEET 1 CMU ExrEtvoR ! PERTABLESHEETI CONCRETE RTABLE ffl'I A. SHEET 1 �``l i iN/JOCTERIOR = r ORCMU EXTERIORSHEET t V �``.�� `••. ... 741
n_ PERTABLE
V 1/4^MAX SHIM F� A. SHEET 1 1/4" MAX. SHIM --� 1-- =; ; tc 'IS�C' •, rA is
114' MAX. SHIM 1^-
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB n Nu. 5fl705 C
CONCRETE/CMU INSTALLATION CONCRETFJCMU INSTALLATION e CONCRETEICMU INSTALLATION �; G r
:zto�aTEcrnvol oGyaRn a ANCHORAGE DETAILSr '•. ;Tf �ua�
c"m — N. VFN•eE RUM
_s� ane"xa AM ;
SERIES 770ALUM. SGD — LM IMPACT .
<P�HFAI
=r..OFAAN0929E 13 -22 PG0130 .Z'`
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE
ITO PREVENT
WOOD FRAMING LEA, SHEET 1
P-HOOK MOUNTING ADAPTER! WATER
INFILTRATION
WOOD ANCHOR TYR,
0
o
SEE ANCHOR NOTES
EMBEDMENT
& TABLE A, SHEET 1
SEETABLE A,
(ALSO SEE TYP.
SHEET I
28 ILLUSTRATION, SHEETS)
DISTANCE: SEE
TABLE A. SHEET I EMBEDMENT:
•
.���
SEE TABLE A,-
26
FOR SHEEf.1
PHOOKWOOD ANCHORTYP.,
P-HOOK
SEE ANCHOR NOTES
CONCRETE OR
&TABLE A. SHEET 1
-/
CMU PERTABLE
(ALSO SEE TYP.
2.693" MIN. A; SHEET 1
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS #1 B 920, = OR#24
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
(SEE TABLES 1 A, 2A & SA
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
METAL TYP,
SEEANCHOR
EMBEDMENT: SEE
P-HOOKMOUNTING
CONCRETE OR
NOTE 4, SHEET 1;
TABLE A, SHEET 7
ADAPTER SMS
CMU PER TABLE-,
MIN. OF 3 THREADS
ANCHORTYP., SEE
A, SHEET I
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
&TABLE A, SHEET 1
EMBEDMENT,
(ALSO RATIO, .
IU.USTRAnON,
SEETABLEA,
EMBEDMENT:
SHEET 9)
r01STAN,E;SEE
SHEET 1
SEETABLEA
SHEET,
EA SHEET1
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
2.693" MIN.
ON MIN. ALLOWED.
'EDGE
DISTANCE
~
2. FIGURES ON THIS
°•
SHEET ARE FOR
CONCJCMU
ILLUSTRATIVE
:'-
ANCHOR TYP., SEE
° PURPOSES ONLY. SEE
ze
ANCHOR NOTES &
TABLE A, SHEET 1 FOR
•�
TABLE A, SHEET 1
ALLAPPROVED
}; - •:S -- �- : % ' ;" ; : ;.,- 1-1/4" MIN. EDGE DISTANCE
SUBSTRATES.
EXMRIOFZ
3.SEE TABES 13,
^•'.'::'•.I.' '.%. ..r.Y� 28
!�1
SHEETS 6-BFOR
'•
.;-;,q.';;•:;, "•
P-HOQKMOUNTING
REQUIRED P-HOOK
AND P-HOOK
: .. ." . .
"
ADAPTER CONCJCMU
MOUNTING ADAPTER
•'-?'ti::: ,':.; �-e; %,•`, _ �. '�'
"•
ANCHOR TYP., SEE
ANCHOR NOTES &TABLE
ANCHOR QUANTITIES.
EMBEDMENT: SEE
A, SHEET 1
ALSO SEE EXAMPLE
TABLE A,SHEET 1
(ALSO SEE TYP.
ONSHEET9.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY SILL RISER
-
Jo PARTS 018, #20, #22 OR•#24,
CONCRETWOMU INSTALLATION
INTERIOR MOUNT SHOWN.
(SEE TABLES 1A. 2A &3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE
ADAPTER CONCJCMU
TABLE A, SHEET 1
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
SHEET I
(ALSO SEE TYP.
.._ _ _•s•- •ti . r,�,
_ ILLUSTRATION. SHEET 9)
1-1/4° MIN. EDGE DISTANCE
P-HOOK SMS ANCHOR TYP., /
SEE ANCHOR NOTES J
EXTERIOR
j L
P-HOOK CONCJCMu
ANCHOR TYP., SEE
EXTERIOR
& TABLE A, SHEET 1
v
ANCHOR NOTES & TABLE
(ALSO SEE TYP.
2.69B. MIN.
A. SHEET 1
2.693' MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP,
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS
P-HOOK FOR USE WITH BOX SILL RISERS
Ke PARTS #19, -421, #23 OR #25,
Kw PARTS #19. #21. #23 OR #25,
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
(SEE TABLES IA. 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
i FORWATERRATINGS) ONLY
or'Tectuiotoor'wvr ANCHORAGE DETAILS
SERIES 770 ALUM. SGA - LM IMPACT
GGY 0.b.e Lrregib
CEtr,OFAM.02a se sGDTfi! NTS 14 - 22 1 PGro13o
PRODUCT REVISED
as co,apSy]a with the Florida
13tllltling Cod'
NOA-7o. 16.0629.06
Fxpira6on Dato 02117/2020
sv
Mih'd-Oydc'f ind'ei Control
;� G,y, LYt{M1I dfi(��ii
•{�.,,,PY7 It�c'� P.E
RE.O SUDS
CONFIG. EXAMPLES
HEADER DETAIL- W.
SHEET 18; INSTALLATION
DETAILS'AW & Ac',
SHEETS 12 & 13
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL ^l
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS B-8 FOR MAX
PANEL HEIGHT AND WIDTH. SEE
SHEET5IS & 19 FOR SECTION
DETAILS AND SHEETS 12.14 FOR MAX.
INSTALLATION DETAILS. PANEL
2) (1) LOCK (ITEMS 75 & 107-110) AT HEIGHI
EACH LOCKSTILE, LOCKING INTO
KEEPER OTEM 103) AT FRAME JAMB
ORASTRAGAL
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK
COMBINATIONS PER DPIANCHOR
MAX. UNIT
WIDTH
MAX NOM. PANEL WIDTH
I- - OLD— I TYP. PER TABLES 1-3
PANEL
PANEL
PANEL
TYPE
TYPE
PANEL
P
I
TYPE
'QS'
AS'
ICE
NOM.
MAX. UNIT
i
PANEL
/
A
A AX
DLO
HEIGHT
PER
WIDTHTYP.
HEIGHT
PER
TABLES
_SEE
NOTE 2
TABLES 1-3
9�
TABLES. 90°
SILL OETAIL'D', SHEET 18;
INSTALLATION DETAILS EXAMPLE; 90° INSIDE CORNER, 4 PANELS - XX/XX
'Dv.&'De, SHEETS 12 & 13
SILICONE STRUCTURAL
#.t0 X 1-l/2
PH SMS
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
Part#
Description
Material'
124
KommeMng 4SG TPS Spacer System
See this
125
Quenex super Spacer oTwhh Hot Melt BULy1
Sheet for
126
Quanex Durasea[ Spacer
Materials
127
Cardinal XL Edge Spacer -
'OLYISOBVrYUN
WrTH DESICCANT
EXT. GLASS —V
1'
AS
STRUCTURAL
SILICONE
FOAM
WITH
DESICCANT
EXT.GLASSti
DRERIOR 4
90°
CORNER DETAIL RJ2',
SHEET 19 & CORNER
ANCHORAGE SHEET11
INTERLOCK DETAIL
'M', SHEET 19
BxrERrbR INYERIOR
JAMB DETAIL'GX, SHEET
18; INSTALLATION DETAILS
Gw'&'G&, SHEETS 12 & 13
DLO WIDTH = NOM. PANEL WIDTH -7"
DLO HEIGHT= DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866-
, HOT -MELT B01YL
-INT. GLASS `—INT.GLASS
+� KODISPACE 4SG TPS +s SUPER SPACER(9'NXT76"
ALUMINUM
REINFORCEMENT pOLMSO- DESICCANT FILL AREA
BUMENE &W NOM.
SH 6'NCM. SEAL
BU1YL & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT: GLASS
EXT. GLASS -1
V,g,- —INT. GLASS
tze DURASEAL@ SPACER
LVFAIC$FL51775 I I -LyY I uSlm.
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+1. SGD - LM IMPACT
45 r 22 PGTO'130
PRODUCT REVISED
es eemplying with the Florida
Building Coda
NOA-No. 16-6629.05
ExprrrUon oatoOV 1712020
BY
Mtiml-Dadppf6duct Cuntror
°. fit..'., :.7:i,-� Or : •�.
A. LYNN MILLER, F.E.
PA#58705
INTERLOCK DETAIL FORALLDETAILSONTHISSHEET,SEE NOTES ONSHEET15
CONF{G. EXAMPLES
�W', SHEET 19 OPERABLE JAMB DETAIL•'G3', SHEET 18;
�ASTR
INSTALLATION DETAILSY� &Ge, SHEETS 12 & 13
}(yp
✓HEADER DETAILA', SHEET 18; MAX /Ep(EpJAMgpETAIL'G2',GAL HEADERDEfAILWA SHEET INSpALLA1(ONDETAILS'Aw&'Ac, DLOJAMBDEiAIL'G3',BHEET
SHEET 18; INSTALLATION S'L7' & 18, INSTALLATION DETAILS SHEETS 12 & 13 WIDT / 18 INSTALLATION DETAILS
DETAILS W &'Gc', L2, SHEET 19 'Awl &'Ad, SHEETS 12 & 13 � TYP, ^LERAN
''c', SHEETS 12 & 13
SHEETS 12 & 13
`j' ' # EM
1 PANEL PANEL IOCK DETAIL
TYPE PANEL PANEL TYPE
A TYPE TYPE K ETI9
'CS' 'OS MAX.TSIDE CORNER
UNIT UNITL'Ni', SHEET 19 &
HT SILL DETAIL PANNOM. HEIGHT
ER ANCHORAGE
ES 'D', SHEET MAX, � WIDTHETYP. I SEE TABLES 11
18; NOTE 2,
INSTALL DLO PER 1�
DETAILS HEIGHT TABLES 1-3 SHEE��T,,15 ExrER aR
SHEETSi2 X
r & 13 , X X x �••1 PERTABLES
✓ �- 1.9
LMAX. UNIT WIDTH
SEE FRAME & + SILL AETAIL'D', SHEET 18; 1� MAX UNIT WIDTH
PANEL CORNER EXAMPLE: OXXX INSTALLATION DETAILS
DETAIL CONSTHEETRUCTION
2--TRACK Dw & roa', SHEETS 12 & 13 EXAMPLE 90° OUTSIDE CORNER - )0W (2-TRACK)
JAMB DETAIL'11', SHEET 18.
ASTRAGAL DETAILS V' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' &
L2, SHEET 19� 1 ."'\ INTERLOCK DETAIL'M', SHEET 19 'To'. SHEETS 12 & 13�
v HEADER DETAIL 1
B', SHEET 18; f
JAMB DETAIL'H2', SHEET P-HOOK DETAIL &'K, SHEET INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET
la; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', DETAILS'Bw &'Bc', DETAILS'Inr &'Ic', SHEETS 12 & 13 18; INSTALLATION DETAILS
'Hw' & `Hc`, SHEETS 12 & 13 W, %V &'K0, SHEET IA SHEETS 12 & 13 'CV/ & 'Cc', SHEETS 12 & 13
AX UNITWIDTH MAX UNITWIDTH --- -i
PRODUCT REVISED
as complying with the n-ida
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zi IT NCA-Na 16-0629.06
MAXPANEHT FxpimtlonDate 02J171202D
HEIGHT6
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1
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SILL INSTALLATION
SHEET I8, INSTALLATION DETAILS rr (a -TRACK, RIGHT POCKET) IN ,,Ed. S 770N DETAILS Is (¢TRACK BY-PASS)
'Ew` &'Ec', SHEETS 12 & 13 'Fw' &'Fc', SHEETS 72 & 13
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ra7a7EcwaooraWVE '��:�•-,: •..
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PANEL NOTES:
1. SEE DRTABLES 1.3, SHEETS 6-R'FOR PANEL
SIZES & DESIGN PRESSURE.
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
AND ARE NOT AVAILABLE.
3. SO- ASTRAGALS TO -USE HEAVY-DUTY STILES
(961), CORNER RECEIVER {#fit' STAND EITHER
EXTERIOR (4119) OR INTERIOR (4120) CORNER —
ASTRAGALS.
4.135° ASTRAGALS TO USE HEAVY-pUTY STILES
(961) AND CORNER ADDON (#31).
SILL RISERS OPTIONS 92• fir---.232"
EXTERIOR a
IC�I�--•+++--�1-•• EXTERIOR � ,p62•
EXTERI�� I .232' a R .062' 3.305 �° 4.OSS
2555'
1.567'
.062'
PRODUCT REVISED
as eomplyiag with the Florida
16• SILi RISER, FLAT' 26 SIL.. RISER FLAT OSILL RISER, FLAT 24 SILL RISER, FLAT BunCing cano
FLUSH.1-1J2° LOW,2-1P2' MEDIUM,3414° HIGH.4' NOA-No. 16-0629.06
760• P cptration Dato 02/17/2020
I
EXTERIOREXTERIOR I •DOZMlaml-oad roeuct� .062' .D62 4,0{I55"
3.307 16• SILL RISER; BOX!' 21 SILL RISER BOX O SILL RISER, BOX O SILL RISER BOX _ . • ` 53705 '
FLUSH.1-112" LOW,2-V2- MEDIUM,3AW HIGH,4°
`NOT VALID FOR WATER INFILTRATION RESISTANCE REOUIREMENTS, SEE SHEETS 6-8STAM- OF
r0707EGA'OLoGYCRw PANEL TYPES
N. VENICE ML 075 m° •';. �;:- ;i �'...
r1wip60.7600 SERIES9'7'OALUM, SGD-LMIMPACT • N-1:::•''
awwarc �iitr °`^'�"�' ALYN MILLER. P.E
CS?T OFAt7TX, 09�s Hn-T Su-D•710 NTS 1T w ?2 _ __ _ _PGT0130 _ B P.EJF511705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
14 106 FULL OFJAMB LENGTH
60 OR 61
G1
2-TRACKJAMB
81 LONG CLi #105
105 @ WIRETAINER#106
113 MIDSPAN (SHOWN WITH
5 FIXED PANEL TO
THE INTERIOR)
EXTERIOR
?-TRACKJAMB
:LIP 80OR#105
Vl RETAINER #123
SHOWN WITH
�lXEO PANEL TO
HEEXTERIOR)
24
52 5
69
RIOR 53
a SHOWN WITH W2-TRACK W/SCREEN
OPT.SCREEN FRAMEHEAD
TRACK
EXTER
a
2 TRACK W/SCREEN
DD ESILL
• ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE. SEE TABLES
13, SHEETS 6^8 FOR DP (PSF) ASSOCIATED WITH STILE.
Q3
2TRACKJAMB
(SHOWN
WITH
OPERABLE
PANEL)
75
112
40 Gt
51 52 2-TRACKJAMB
WISCREEN
53
EXTERIOR
E I RIOR
a
108 FULL PANEL JAMS LENWH
SOOR61 106
755 C &K107•11 17
1
18 5
6 SEE DETAIL, GI
FOR FIXED
PANEL CLIP LOCK PART
80 T5 8 707-110
SEE DETAIL G2
103 FORMED
OR 61
PANEL CLIP 6 103 60
5
is 17
EXTERIOR �FXTERIC OR 61 �L EX76RIOR DE—RIOR
3-TRACKJAMB 3-TRACKJAMB 4-TRACK JAMB 4TRACKJAMB
(SHOWN WITH e (SHOWN WITH 1i (SHOWN WITH (SHOWN WITH
OPERABLEPANEL) FIXED PANEL TO FM PANELTO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
MAX. UNIT
HEIGHT PER
TABLES 1 3
EXTERIOR EXTERIOR
72 OR 73 72 0R 73
9 10
11 11
113 113
5 5
3-TRACK 4-TRACK
FRAME SILL F FRAME SILL
1om,5aHM0LocvDRrvg VER71CAL SECTION DETAILS
A vEMD&FL3= ac
laet}aeo taro SERIES 770 ALUM. SGD - LM IMPACT
atuae c ai.d ou+c7u
CEM OFAM AM= m s6677D MS I 98 a 22 PGT0730
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16.0629.06 _
Expiration Data 02/17/2020
sy
Miam,-Da�ero uet Control
is
i'•I0. S6T.ii •'•
We I
A. LYNN MIU_ER, P.E.
P.Er166705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
e
n
A
XTF:RIOR
4
efib STANDARD ASTRAGAL 067
eFWIHHEAVY-
90' OUTSIDE ER
L1 WI HSTANDARDSTILES#60
UTYSTILESM
N1 2-TRACK
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAYALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOMN)
TOWARDS INTERIOR (BOX IN )
4 iNTER10R
IL
•Q• INTERIOR
135°
5 5
87
7 11
i
195"
14 5 61 32 103
32
11 5
1A 7
� IXTERIOR
®135°INSIDE CORNER
O2 2--TRACK SHOWN
qR
5,K1a7-1 o a1 103 St �ocreRloR
135" OUTSIDE CORNER
oI 2-TRACK SHOWN
t V9J@E/131275 me —
sst}aso rsao sERIES
a.n.uoet
CER>:OFAUiN 06 SGD-770
4 INTERIOR
INTERIOR
90' INSIDE CORNER
N2 2-TRACK SHOWN
•4 INTERIOR
'1. o uu - uvr rivirrlt.. r
19 c 22 PGT0130
I EXT_jE''R�IOR
v
66 OR bt
INTERLOCK
` ITEM #61 (HEAVY-DUTY
STILE) SHOWN, ITEM 960
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
1.3, SHEETS 6-8 FOR DP
(PSF)ASSOCIATE:D WITH
STILES.
PRODUCT REVISED
as complying with tho Florida
Building Code
NOA-11o. 16-0629.06
Expiratton pateO7J•(7(Zp2p _
M!a — PmdUCt Oontrol
A. LYNN MUIR, RE
P.r4 Was
Item
Dw
PGT#
Descrlpfion
1
17300
617306
2-TRACK HEAD
2
17303
617303
2--TRACK HEAD WTn) SCREEN RAL
3
17309
117309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
5
17314
61731i
FRAME SCREW COVER
6
1T317
817317
FRAME HEADI"13 AM -ON
7
17304
817304
&TRACK SILL
8
17301
417301
TRAACK SILL W17H SCREEN RAIL
9
17307
w3Bf
3-TRACK SILL
10
17310
617310
4-TRACK S91
11
17319
617313
FRAME SILLTRAC( INSERT
12
17315
61731
FRAME SILLSCREEN ADD ON (SEE NOTE 3)
13
17316
B17316
FRAME SILL SCREEN ENDADD4)N(SEE NOTE 3)
14
17305
617305
2ARAGK JAMB
15
17302
817302
2-iRACKJAMS WITH SCREEN
16
17308
Bt73a8
3-TRACK JAMS
17
173+1
617311
4 TRACK JAM➢
18
17322
677322
SLL RISER -FLAT, FLUSH, 1-1)2' .
19
17319
617319
SILLRISER -BOX FLUSKI-11"
20
1I3111-
617021
SILLRI6ER-FLA,LOW ITC
21
17318
617318
SILL RISER - BOY �LOW, 2-10
22
17355
6tt355
SILL RISER - FLAT, MEDNM,&1f4-
23
173S4
617354
SILL RISER -BOY MEOW,3-114-
24
17323
fi17323
SU. RISER -FLAT HIGH, 4'
25
17320
61732D
SILL RISER -BOX HIGH, 4"
28
17333
41i333
POCKETMOOK
27
7070
671770
NEOPRENE HULK WSTP FOR P4100K
28
17334
817334
POCKET P4ROOK MOUNT
20
17335
8+7335
P-HOOK COVER
30
1T348
601734a
POGKETP-HOOKFORBOXRISER
31
173711
1 617378
135 CORNER
s2
1137
r 617376
t35FDEDMOUT
REINS
A66.1 ARP SCREEN PAR75:
40
4319
612258
SCREEN SIDE FLAIL -LOCKSTILE
41
7LOCKWOSK
SCREEN LOCKSET
42
41$18
SCREEN KEEPER SPLICER SET
43 -
8152
6SI52
SCREEN INTERLOCK ADAPTER
44
4425
E4428
SCREEN DOUBLE NTERLOCK
45
4317
812266
SCREEN TOP RAIL
48
43118
B72267
ISCREEN BOTTOM RAI
47
668
7SRAZ
STANDAROROLER
48
646
7SRAX
STANDARD ROLLER- ST. STL
43
4344
84344
SCREEN ASTRAGAL
50
17349
817349
OX3 SCREEN ASIRAOALADAPTER
51
JW2
81892
SCREEN SPLINE -.165`
52
1894
81694
SCREEN SPLINE-.15T
53
8181650
SCREEN CLOTH
54
1721
t12"X4`XiltB"SET. BLOCK, NEOPRENE 65*73
5,r5
77.
1" Tr XUT6' SET. BLOCK, NEOPRENE 85*IS
Item
DwGg�
PGT#.
Description
60
17325
617325
PANEL STILE
01
17326
817326
PANEL 57BZ(HEAVY DUTY)
82
173ZT
$17327
INEFRLOCKADAPTOR
83
1225
UM48
VINYL BULB WSTP.-THIN (INSIDE NWRLOCK)
54
729
7172$
SILL END WEATHERSTRIP PAO
85
17328
017328
INIERLO CK SCREW COVER
67
173S
07329
ASTRAGAL '
68
1749
617339
HEAVY DUTY ASTRAGAL '
69
17324
517324
TOP & BOTTOM RAIL
71)
17350
417350
WEATHERSTRIP EXTENSION (NJP.CfUN MOLDED)
71
1095
71a95
1-117Xt' X3/4" HIGH FIN SEAL DUSTPLUGS
72
8+53
78153X
TANDEM Sf. STL ROIJFRASSY.
73
8153
7B153N
TANDEM NYLON ROLLER ASSY.
74.
,SLIC NE
DOW-899, DO%*S95 OR GE7700
75
8185
1 : 78105X
JGEMNI MORTICE S-PLY DUAL LOCK W/LONG TRIM PLATE
76
7103=FPF7(#10-32X1"
FL SS SCREW WMPE'Pnp
77
7103239
11082STEELZINCU-NUT
79
17357
617357
1" IG BEAD
80
173h5
8173S
U16'BEAD/FEED PANEL CLIP
81
' 17380
017360
Slid"BEAD
82
1224
8TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE NG,112'X1115'SGL SIDE AIR TAPE, POLYETH.
100
BD52
41ID52
ROLLER AO,L HOLE PLUG
101
72087
34MB BUMPER
102
1 1096
71695
OUSTPLUG
103
Bt86
761BOX
1-KEEPER
104
853
,7SDK=EP
SCREEN LOCK KEEPER
105
17344
817344
FDED PANEL CLIP -8"LONG
100
17352
617352
FREED PANEL RETAINER-9116'
107
1739
71739
HANDLE KIC- NTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLEKIF-RA$HDF70ERIORHANDLE
109
1731
78162SN
HANDLE KIT - RECESSED INTERIOR WITH THUMB TURN
110
+732
70178
HANDLE KIT -RECESSES] EXTERIOR PILL
ill
71 DXi4PPSDAX
910 X3/4" PH. PN. TEK- SS.
112
1 1235
1 07SIS
WSTP,.270 X.170-FN SEAL
113
1712
1 640M
.187"XMU FNSEAL
114
710XI15PPX
C10 X 1-12'
115
710WFT
tS%Xl'
Tic
72=X
01412OX1"S,S,
117
720)(112X
81440 X 1-112' S.S.
118
17338
517333
900EGRP� CORNER RECEIVER
t19
1T337
617337
90 DEGREE OUTSIDE CORNPRASIRAGAL
120
17338
0117338
90 DEGREE 0481O8 CORNER ASTRAGAL
123
17352
517352
FI)ED PANEL RETAINER, WW
CERL OFAU M922M
WES 770 ALUM. SOD - LM IMPACT
sive.r nau a+.v a>kvx..
SOD-M MS 1 20 122 1 PST0130
NOTES:
1) ALL ALUMINUM = 6063T6
2) ITEMS # 33-39, 56-59, 66, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OFTHIS APPROVAL.
3) USE OF 912 OR #13 REQUIRES
MIN. #10 SMS OR 3116" MASONRY
ANCHORS Q 2,4' MAX O.C.
PRODUCT REVISED
a. c.mpt ngg wlth th. Ff.rlda
BURd"m9 .d.
NOA-Nc. 16-0529.06
F.xpImti.n Dat. 132 I712020
By.
Miami- a l.duct Caatl.l
A. LYNN MILLER, P.E
P.E.#SB706
b,069" 8.562"
� 0.080'
1.211° J--JLL Li Lj
1,505'
0.081" 702-TRACK HEAD 10 4-TRACK SILL
(6063 T6 AL) (60637T6 AL)'
6.198^
U U 0 0 L ,�1„
0.081" O2-TRACK HEAD W/ SCREEN TRACK
(6063 T6 AL)
6,526"
0.080"
1.605°
9�3-7RACK SILL
(6063 T8 AL
7.106" F 6221°
0.080"
�1„ 1.505°
0.081" O 3-TRACK HEAD O2--TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
S2 TRACKJAMB W/
16 SCREEN TRACK
(6063 T6 AL)
1.36"
9.142° 0.081"
4.49°
0,080" c
yy 1" 1.606°
7-11-1
0.081" OgTRACKHEAD O2-TRACK SILL
(6063-T6 AL) 16063 T5 AL) c
0.062^
0.532"
1.z60°
0.060"
1.516"
OFRAME HEADIJAMB SCREEN FRAME SILL SCREEN
DA D-ON 12 ADD-0N
(6063-TB AL) (6063-T6 AL)
REQUIRES MIN. VI SMS
OR 3/16" MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C.
r- 0.060"
0.7613''
"9v
FRAME SILL SCREEN
13 END ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24' MAX. O.C.
VOICE.
C8RL DFAUMJ=6
7.105"
1s 3-TRACK JAMS
(6063-T6 AL)
1.30° I•--
i.67z^
� _
0.06z"
s,ol9°
0.081"
SCREEN
4o STILE
(6663 TEAL)
5.069"
1.046'
1.9� 0.062"
14 2-7RACKJAMB
4g SCREEN
TOP
(6063 TB AL)
RAIL
(6063 T6 AL)
n 4-TRACK JAMB
(6063-T6 AL)
I SERIES 770ALUM. SGD - LM IMPACT I
SGGrru I NT51 21 d 22 1 PGTDi30
i.993"
0,062"
SCREEN
BOTTOM RAIL
(6063-TS AL)
PRODUCT REVISED
as a mpfying w(th th. Florida
9hllding Cod.
NaA.No. 16-0629.06
Expiration Dat.02H7/2020
N6oin1- aao d.ct Control
A LYNN MILLER, P.E.
P.6.P ums
D.718" r 0.83"
3.802' --^-� 2304° � 0.752" H
�-3.B02"0.752"04' 0.796, .163" DABS"
0.0.080• O,Os2° 0233°
0.075"
FRAME SILL P HOOK MOUNTING P HOOK SCREW
G COVER ti TRACK OP -HOOK 28ADAPTOROCOVER 0.080•' OP-HOOKFORBOXRISER
(6063 T6 AL) (6063•T6 AL) (6063 T6 AL) (8063-T6 AL) (6D63T6 AL) (6D63-TB AL)
j� --- 4"
155° 4"
230" 1.488"
0.080" 1.739"
0.830" 0.062' 0.133"
1.600 1.500 0,062" 1,303"
.080" 1.870' - 1.888'
01fi° 1.974" I rld 0.325"
244" 3.125" H- 3.126" 0.062,
0 0 0 o IN INTERIOCK 31 135° CORNER 3z 135" FIXED MOUNT Bo STANDARD STILE 81 HEAW DLRY STILE s2 ADAPTER es SCREW COVER
60 -3 TEAL) (6063 TEAL) (6063 TEAL) (6063-TEAL)
{6063 T6 AL) (6663-TB AL)
3.979"
3.979"
4.125'
0.075" 0,07b" 1.645" 4 1.060' 1•--� 1.050" I•�--• � 1.050"
1.645" 0.06T 1.304'
289" ,465"
045°
0.126' 0.281" 325' 4.045 �--- .045' (----
O STANDARD ASTRAGAL fie HEAVY DUTY ASTRAGAL eo TOPIBOTTOM RAIL 70 EAADGLAZI (I G.) Bo BEAD, FDCEIDG 81 g/GLAZING
(6063 T6 AL) (6063-T6 AL) (6D63-T6 AL) (6063-T6 AL) PANEL CUP BEAD T6 AL)
(6063-T6 AL)
1.003" '
1.03"
4" "0 621' PRODUCT REVISED
. 0.757' n3 complyTnu with the Florida
0.080" NOA-Ng coda
0.050" Hop -No, 16.0629.0E
105 PANEL CLIP ED, ( 0109" 2,893° Fxplr;tlon Dito(12/17/2020
(6 63-TEAL) - 1.498" 0.133" 1.498" 0.133" By
0,080, m--a tcduet co of
.550" J 0.853
FIXED PANEL. 5.621"
9" 723RETAINER,7/B" 826"1209D1N51DECORNERASTRAGAL0.080'tf:7
(6063. AL) 1is 90" OUTSIDE CORNER ASTRAGAL (6063 76 AL) `•'_ = _ _ , ,; • -'?
FIXED PANEL t1a 90' CORNER RECEIVER (6063-T6 AL) '
i0e RETAINER 9116" (6063 T6 AL) 'L
(063 T6 AL) - /; //��jj f °• -
s ",,;,.,,_ tom�+,wcocrarrrve EXTRUSIONS ri.--
N VEN7C,'� FT. 34M iac _ i z'' •-.:::::: '
°"Y (849-MA1600 SERIES 770ALUM. SGD - LM IMPACT p i.
. T avx« om ® u SGD smz r:.+wre p'" A.L P.E.'-5a7LiS P->:.
JR iN10/t4 GEm: 0PAUM. scario NTS 22 x 22 PGT0130 .3