HomeMy WebLinkAboutproduct approval MIAM I• MIAMI-DADS COUNTY
Ems '
DADE 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
'Feing
CCEPTANCE (NOA) www.miamidade.gov/economy
nc.
Drive
34275
issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHD).
This NOA.shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the 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, incIudin
TP
SCRll'TION:Series G`SGD-770"Aluminum Sliding Glass Door�v/90°&135°corners—L.M.I.
OV - Impact",sheets
1 through 22 of 22, dated 10/10/14,'with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E., bearing.the Miami-Dade County Product Control Revision stamp with
the No ' County Product Control Section.
SIZE IMPACT RATING:Large and Small Missile Impact Resistant
acturer's name or logo, city, state,
model/series, and following statement:"'Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or'its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 17-0420.12
MIAMI•DADE COUNTY xpiration Date: February 17,2020
9 1� e7 Approval Date: September 28,2017
Page 1
C
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 C dated 04/05/17, 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, 06/17/16 and 06/20/16, all signed&sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 16-0629.06)
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. I4-0123.10)
3. Test reports on:1)Air Infiltration Test,per TAS 202-94
2)Uniform Static Air Pressure Test,Loading per TAS 202-94
3)Water Resistance Test,per TAS 202-94.
4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test,per TAS 201-94
6) Cyclic Wind Pressure Loading,per TAS 203-94
along with marked-up drawings and installation diagram of aluminum Sliding Glass
Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report 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 dated
08/10/09, all signed and sealed by Julio Gonzales,P.E.
Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales
(Submitted under NOA No. 09-0826-I0)
Jorge M.Plasencia,P.E.
P oduct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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 ULATIONS
1. Anchor verification calculations and structuraL8/17
omplying with FBC-Stn
Edition (2014)and FBC-6`Edition (2017), and revised on 08/10/17,prepared by manufacturer, signed and sealed Lynn Miller,P.E.
cam. lies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
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. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6" Edition
(2017), dated 08/10/11, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries,Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° &135' corners- L.M.I, approved
on 08/04/16 and expiring on 02/17/20.
Jorge M.Plasencia,P.E.
Pr6duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
'Approval Date: September 28,2017
E-2
BLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TAhor
Anchor Frame Mln.Edge Mln,O.C. Min.
INCLUDING POCKETS &900/1350 CORNERS GrouP Anchor Type Mambar Substrate Dletance. Distance Embedmenter.
Metal Thlekne®
U12 1"SMS, southern Pine(SG=0.55) 9116' 7/8' 1 1-3f81
GENERAL NOTES (Fy=80 ksl.Fa=95 ka1) NI 6083-T5 Aluminum 318" 9116" 0.090•
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12410 Ss SMS, A36 Steel 3/8, 0/16- 0,050"
2 DESIGN PRESSURES: A (Fy=90 ksL Fe=110 ksl) Gr.33 Steel Stud 318" 9116` O.D45°(18 Ga)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete min.2.22 ke0 1-1/2• 3" 1-VS,
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 114'coo A9gre-Getor@ Jamb P-hook I Filled Block ASTM C90 2" 3" 2"
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=57 ksl,Fe=96 ksl Jamb/P-hook Follow Black(ASTM C90 2" 3" 1-114"
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS NI scuthem Pine SG-0.55 1" t' 1.318,
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO Al2 Steel SMS(Gr.6) Southern Pine(Sr.=0.55) efts' 719 tJ18'
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.of 3 threads beyond All 6083 Ts Steel
m 3/6•S 9/16' 0.090°
CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal ubstrate A3s Steel 3l8" tills 0.050
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4'Elco NLrecons M Concrete(min.2.85 ksl) 1 4' 1-3 8
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C s Jamb P-hoo
r"
NARROW JOINT SEALANT. 1 Concrete m n.2. si) 2-tl2' 4" 1-38'
6 REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSUAF&PA NDS FOR 1/4'Elco UltreCotdh
Jamb/P-hook Filled Block AS7M C90 2.112" 4° 1.314"
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL Fy-155 ksl,Fu=177 ksi Jamb 1 P-hook Hollow Block ASTM C90 2.112" 6° 1-114"
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head/sill concrete min.3.35 ksl 1• 4` 1=314'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE.HIGH VELOCITY HURRICANE ZONE(HVHZ). 114"410 SS Eleo CreteFlaxaa Jamb/P-hack Concrete min.3.35 ksl) 1• 6° 1_14•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy-127.4 ksl,Fu=189.7 ksl Jamb I P-hook Hollow Block ASTM C90 2.112° S. 1-1/4•
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All southern Pine(Sr=0.55 1• 1' 1-18•
9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORETHAN ONE OF THE ANCHOR GROUPS ABOVE,
FTL-6024,FTL-6025,FTL 6028,FTL 6031,FTL�033,FTL 6036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE
3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY a 33 KSI.
4)FILLED BLACK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
TABLE B,SEE DETAILS ON SHEETS 4&5 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
Glass Description(Listed from Exterior to Interior)
ANCHOR NOTES
G3 16'Laminated:(2)Utes of 3118°-HS Glass with.09T PVB Intodayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY
9/16'Lsmineted:(2)Liles of 114•HIS Glass wlth.097 PVB Intedayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
34 7/164 Laminated:(2)Liles of3f1B'Hs G)aaa with.OW SO Intedayer DISTANCE AND SUBSTRATE REQUIREMENTS.
04A 911W Laminated:(2)Ules of 1f4'HS Glass wllh.097 SG Insdayer
G5 V Laminated I.O.:W16"T Exterior Cop+31B"Alr Space+7/16•Laminated;(2)Ulee of31IC HS Glaze with.09T PVB Intedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
GSA 1'Laminated l.G.:1W T Exterior Cap+tyl6'AlrSpece+7/1G laminated;(2)Was af3116"HS Glass wkh.090'PVB Intedayer PRODUCT REVISED
06 1°Lemiwled I.O.:3116 T Extodor Ca +310°AU S ace+7fi(i Laminated;2 Lllos af3116°H9 Glass with.090'SG)nteda or 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK. us complying with the,Florida
p p () y PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building coda
GSA V Laminated I.G.:114`T Exterior Cap+V161 Air Space+7116'Laminated;(2)Litea af3/16'HS Glass w8h.090"SG Imodayer NOA-No. 17-0420.12
G7 7/16-Laminated:(2)Lees of3MW ANN Glass w11h.090"SG Intedayar INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS
G7A 91i6'Uam(nated:(2)Utea of114`ANN Glass wOh.o9a's0 trdedayer DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS Fxpiratlon Date 02/17/2020
GB VUmhiatedl.G.:3116'T Exterior Cap+318-Par space+7f16°Laminated;(2)Uteaof3l16`ANN Glass with.OWSGNtedayer (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER By
GaA 1•Laminated l.G.:1/4"T Extorter COP+5115'Alrspace+7116'Laminated;(2)Utesof3f16'ANN(3Iasswlth.t190'SGlnledayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS in,mi-/UptleProductcontra
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
'ANN"=ANNEALED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
•Hs"=HEAT STRENGTHENED
R'=TEMPERED GENERAL NOTES.............1
°Pvir..090RO"Tswo&PvB BY KURARAYAMERICA.INC. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
"SG'=.090"SENTRYGLASOBY KURARAY AMERICA,INC. REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND.TO
GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ANCHORAGE.....................6-14
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 6 IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS
SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 )
SHEETS 6,7&8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15,16
NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY �� ON.. NN
PANEL/SILL TYPES.........17 : 3,' ' %GEN
cones/sTANDARDSUseO: CROSS SECTIONS............18,19 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO `a,
THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Q
.2017 FLORIDA BUILDING CODE(FBC),67H EDITION PARTS LIST.......................20 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED =* NO.58706
•2014 FLORIDA BUILDING CODE(FBC),6fH EDITION EXTRUSIONS....................21,22 = *—
•AsiM E1300-0s BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED _ a
:ASTM
NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION.
-ALUMINUM DESIGN MANUAL,ADM-2015 %0••. 7'E F
.AISI S100.12 1070TECHNOLOGYORNE
•Alsc 3so-1D H vEHrCE FLs1ve GENERAL NOTESAND MAP �:, Sy'• ?oRIDP,.•'S,
(941)480.1600 �"",',ZONAL
4,v o.a CERT.OFAUM.9L9299 SERIES 770 ALUM.SGD-LM IMPACT /y y 1 j/I f 111 t11
JR O4N5.%7 C UPDATED 70 FBC 2017,REVISED TABLES 1,2,38A e>»•raxanoaorr p�,,,�,e eaw o,.e o,.waw ae A.LYNN MILLER,P.E.
Uom.eer m� poravousrwsaaa ® SGo-77D NTS 1 a 22 PGT0180 C P.EJ1sa7os
JR t0/f0/14 Au.wonaa�+vm
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: k
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX,UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL°Jw"."Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1.3 w 3 PER TABLES 1-3 CAN BE OXXXp.
2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
Gc Jw I > 9 OF ANY 2 STRAIGHT CONFIGURATIONS.
Jc 1�5.
MAX.UNIT 1 /. 1a 12 MAX.UNIT t3 / 9 / 1 i a o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.HEIGHT4' HEIGHT / 9 / a i y
PER TABLES 1-3 / s� PER TABLES 1-3 / / I�ku "X"=OPERABLE PANEL,
0
q "O"=INOPERABLE PANEL,
POCKET j u'7 POCKET j � "p°-POCKET DETAIL LETTER ,
"6'
=WOOD OR METAL INSTALLATION
' 1-PANEL 2-PANEL �J =CONCRETE INSTALLATION ;
CONFIGURATIONS 13 CONFIGURATIO S , ,s° L—SHEETNUMBER I
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7
NOM PANEL WIDTH c NOM.PANEL WIDTH Ac DLO HEIGHT=DOOR UNIT HEIGHT-10.i25°
PER TABLES 1-3 1 3 19 PER TABLES 1-32 14 1 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
I
9 Jw 13 9 , Jvu Jc
1
1s 19 1 1a 1 &q MAX.UNIT c 19 1e 19 a 5i.
MAX.UNIT a o 1 I o K Q
HEIGHT 13 19 . 79 1a i y HEIGHT 1 ,s 19 i S
PER TABLES 1-3 / / / 1 PER i�E
luW TABLESI� is°��
/ POCKETPOCKET y
--j
3-PANEL CONFIGURATIONS 4 PANEL CONFIGURATIONS PRODUCTggREVISED
1 13 13 13 1 13 12 13 as Dullding yin with the Florida
Ni
No. 17-0420.12
MAX.UNIT WIDTH MAX.UNIT WIDTH Exptratlon Date 0217/2020
NOM,PANEL WIDTH A Ae c Cc NOM.PANEL WIDTH By
2 9 mlam a roduet Control
PER TABLES 1.3 13 13 PER TABLES 1-3
3
-sir I 1
Jo I 3
,g 19 19 18 , 1 •
g
MAX.UNIT 1 3 1 1 19 / 1 1 l o g o MHEIGHTT Now
HEIGHT 1 13 9 1 �'� PER /° `°' / 2,THIS
PER TABLES 1.3 i SHEET. ,
1 TABLES I-3 / � / `,1U1�1111//,
o t9 a
LL / I I / POCKET 1 y i EXTERIOR ���1•��••UCFIYGF�n�((��i
5-PANEL CONFIGURATIONS -sew cJw w *; No.56705 =
12 3 11 3 CORNER,TYP.
(OUTSIDE CORNER SHOWN, Cam(
INSIDE CORNER SIMILAR) %�O'•- S.
1070 TECHNOLOGYORNE o.°v'� �'��''••.,�coRlon.•,'•�4;I
AVE�B FL 34276 EXAMPLE CONFIGURATIONS "'Ss710NAt
✓R GOV17 C NO CHANGES THIS SHEET: CERT.OFAM r)20286 SERIES 770 ALUM.SGD-LM IMPACT' ' !111111 i 1 i O
omwey.•�m aaane o� manauwreamr e.b lwd c om.: I"
JR 10/10/I4 n.r
SG6T/0 NTS 2 a 22 PGT0130 C A tYRE.0 58705
P E
EXAMPLE CONFIGURATIONS
MAX,TESTED UNIT WIDTH= CONFIGURATIONS NOTES:
355-7116"@ 96"HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
300-1/4"@ 120"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
NOM.PANEL WIDTH a®ac c LOCATIONS USING DETAIL"Jw","Jc","KW"OR"Kc"INSTALLATION,
PER TABLES 1-3 3 t t3 1 3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
1 _ pX)=p,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
Jc i CAN BE OXXXp.
Kv a W1s s 14 i �. 2)90"✓£135"CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX UNIT t t3 9 1s jqQ OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 1 a 9 1s t9 / i��N -
96"OR 120" i 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. ;
"X"=OPERABLE PANEL,
POCKET i 48 °O"=INOPERABLE PANEL,
_J' � "p"=POCKET
6-PANEL CONFIGURATIONS
t f—DETAIL'LETTER
MAX.UNIT WIDTH ttP=WOOD OR METAL INSTALLATION
0—'n CONCRETE INSTALLATION
NOM.PANEL WIDTH 1 3 1 13 3 SHEET NUMBER
PER TABLES 1-3
1 3 1e is to g J J I DLO WIDTH=NOM.PANEL WIDTH-7"
1 1 DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX,UNIT c s to t9 1 to 1 o q PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
izay
HEIGHT
PER TABLES 1-3
vocxET I u
7-PANEL CONFIGURATIONS PRODUCT REVISED
t 3 13 as complying with the Florida
Building compiling
NOA-No. 17-0420.12
MAX.UNIT WIDTH Expiration Date 02/1712020
NOM.PANEL WIDTH Ac ec Cc BY
PER TABLES 1-3 13 Nliam-Da roduct Contra
fin
9 9 1 B 18 Jw c I
1 13 1 I yQ
MAX.UNIT, 73 19 1B 19 19 B to 1 c I a g q
O
HEIGHT t 1 1s 19 is / j��y
PER TABLES 13
18JL_�// j q 'jjA'( 1 NIV
8-PANEL CONFIGURATIONS No.58705
1070 TECHNOLOGYORNE omym"r e E 'F :•��
N.
W I bis 32M EXAMPLE CONFIGURATIONS <.' .•�4aRIDP.•`����
b"°°� �� �°"°^°� CER7 OFAil7H.$7919s i SERIES 770 ALUM.SGD-LM IMPACT '�•s!ONq„ jNc?•�•
JR 04/05%7 C NO CHANGES THIS SHEET.
ey. a� Cnama oala wvrxuwroswr xmwmne &d" as4 w..imW rsr,
JR YD/1W14 �• ® SGU•770 NT$ 3 122 PGTO130 C A L RES 6 05 P.E.
GLAZING DETAILS (G3, G3A, G4, G4A, G5&G5A)
7/16°NOM. 7/16'NOM. 1"NOM.
3/16'HS GLASS 3116'HS GLASS 3116"HS GLASS
090"PVB 090"SG .090"PVB
3/16"HS GLASS
3/16"HS GLASS 74 3/16°HS GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS
82 82
83
EXTERIOR 3GLASS EXTERIOR 3GLASS
124 127 3/4"NOM.
a BITE a BITE GLASS
EXTERIOR BITE
80 80 a
78
54 54 65
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 9116'NOM. 1'NOM.
3/16"HS GLASS
1/4"HS GLASS 1/4"HS GLASS .090"PVB
,090"PVB .090"SG 3l16"HS GLASS
1/4°HS GLASS 74 1/4"HS GLASS 74 5116"AIR SPACE 74
1/4'T GLASS PRODUCT REVISED
82 82 as
Building D C n with the Florida
3/4"NOM. 314"NOM. NOA-N . c 17-0420.12 j
EXTERIOR EXTERIOR 3/4"NOM. Date02/17/2020
GLASS GLASS 124127 GLASS Expiration j
�J BITE a BITE BITE By
EXTERIOR Miam,-Da roduct Control
81 81 a
70
64 54 55
9/16"LAMINATED GLASS,TYPE 133A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
II
pNY'LY.....
GLAZING NOTES: ;7¢;' N0.56705 P
"ANN"=ANNEALED = _
'HS"=HEAT STRENGTHENED '
SEE SHEET 15 FOR SPACER DETAILS. '
'T"=TEMPERED %�O 2-1,;
f0707ECHNOLOGYtlRIVE �'4vc T O
"PVB'=.090"TROSIFOL°PVB BY KURARAY AMERICA,INC. N.vENmE;_,0GY�0 GLAZING DETAILS ,\ '• <ORIDP,,
°SG"=.090"SENTRYGLAS�BYKURARAYAMERiCA,INC. (94t)460•1600 „k 'isS
rmwax oas ar.ab,K CERT.OFAunf.sz9zes SERIES 770 ALUM.SGD-LM IMPACT ''i��IlV�AL 1'EN
JR 04/05/17 C NO CHANGES THIS SHEET marxmxrmrmsJL' •t °''"w a" A.LYNN AIL A P.E.
°JR,"m 01 G' '°o°` vr+rummrrtm3un ® BGD•770 ITS 4 22 PGT0130 C P.E.#68706
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GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A)
1"NOM. 7/16°NOM. 1'NOM.
3/16"HS GLASS 3/16"ANN GLASS 3116"ANN GLASS
.090"SG .090"S
3/16"HS GLASS 090"SG 3/16"ANN GLASS
3/8"AIR SPACE (BE
3/16"ANN GLASS 74 6" AIR SPACE 74
3/16"T GLASS 3/16"T GLASS
— 82
B3
83
wOR3GLAS5 t24 127 3/4"NOM.
124-127 < BITE GLASS
EXTERIORBITE
EXTERIOR BB78 T9
54 55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9116"NOM. 1°NOM.
3/16"HS GLASS 3/16"ANN GLASS
1/4°ANN GLASS
.090"SG .090"SG
3/16"HS GLASS .090"SG 3/16"ANN GLASS
5/16"AIR SPACE F3/4'NOM.
1/4"ANN GLASS 74 5/16"AIR SPACE 74
114"T GLASS 1/4"T GLASS PRODUCT REVISED
82 as complying with the Florida
g3 83 BUIIdIng Code
3/4"NOM. rioa-tio. 17-0420.12
EXTERIOR GLASS 3/4"NOM. Expiration Date 02/1712020127 124-127 GLASS
BITE BITE By
EXTERIORMIaml-Da Product Control
.,
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EXTERIOR
81
79 79
54
55 65
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A
.• '
' Pam,•. SF•.((�
*; No.58705
GLAZING NOTES:
"ANN"-ANNEALED -
'HS"=HEAT STRENGTHENED g
SEE SHEET 15 FOR SPACER DETAILS. O�'•, s o '•
"T'=TEMPERED a �V�
__ 10707ECHNOLOOYORNE °iv"b04n' � � LORIDA
"SGB= 090°SENORYGLAS�BYKURARAYAMERECA,WC.0 ALVEArC�FL34t75 GLAZING DETAILS �i�S/."•• .... C, �`
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TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required, wRimurnlopforallsize SIII Height to Max.(+)DP
(for all approved configurations on Sheets 2&3) +60/-60 psf (Water Infiltration Rating)
For comer astragal anchorage an 90'or 135'comer units,see sheet 11 SIII Riser Haight
Door Unit Height (Flat or Box,see re Design
Table applies to Glass Types 3, 80, 84" go., gg• Sheet 17) Pressure,psf
3A,5,5A,7,7A,8&SA and 69-718'DLO 73-716'DLO 79-718"DLO 85.718'DLO Flush- -12.L. note 3
the Sille/Astragal Types shown ow-2-1/2° +46.6
below. Anchor Group Anchor Group Anchor Group Anchor Group Medium- .0
A B C D A B I C D A 8 I C I D A B I C D High-4'
HeaNSill C4+1 C4+1 C4+1 C4+1 04+1 + C4+ +1 04+1 +1 C4+1 C4+1 +1 C4+1 C4+7 +1 SEE NOTES 1-3 '
24' DL Jamb 8 a 8 8 B 8 8 8 B a 8 6 a 8 8 B
P-hook 8+T 6+7 8+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
HeedlSill C4+1 Cd+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 CA+1 C4+1 04+1 G1+1 C4+1 C4+1 C4+1 C4+1
30° DLO Jamb B 8 8 8 a - 8 a B 8 a 5 6 8 8 8 8
P hook 8+7 8+7 8+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 C4+1 G4+1 C4+1 c4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 04+1 C4+1
36, Jamb 8 8 8 8 8 a 8 8 8 8 8 8 8 a 8 8
DLO LL P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 fOHENGTHHead/SIII C4+1 jr,4+2C.4+2
04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1E 42' DLO Jamb 8 B B 8 B 8 B B 8 BV
p-hook 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7 HeadlSillC4+2 C4+2 C4+2 C4+2C4+2 C4+2 G1+2 C4+2 CA+2 C4+2 C4 OH RATIO Z 1
48° DLO Jamb 8 a 8 B 8 6 8 8 B B 1
P-hook 6+7 6+7 7+8 7+8 7+8 7+8 7+8 - 7+8 7+8 7+8 7
FOR EXAMPLE ON USING TABLE,SEE SHEET 8.
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4°SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7'
3)4%3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= PRODUCT REVISED
BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" as complying with the Florida
Buildlna Cod.
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. NOA-No. 17-0420.12
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Expiration Date 02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. ay
Miami-Dadroduct Control
Interlock P-hook Lockstiie@Jamb Straight Astragal Lockstile@ 90'Astragal Lockstlle@ 135-Astragal Lockstile@
Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal
Standard Stiles 5tandardstile Standard Stile Standard Stile Standard Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside C Inside
Outside Corner
OEW Comer
Inside � ............
Corner Outside `` a�•• CtCENS ':�((
,.sideCar Corner P:•.
Part#61(Stlle) Part#61(Stile) =y} No.58705 '�
Part 060(Stile) Part#119(Out.)
Part#60(x2) Part#60 Part#60 Part 460 Part 0118(Corner Parts#31  Part#61& _
Part#67(Astragai) Part#120(In.) �O,a: Silk t[y��
Receiver) (Corn. Fxd Mount) A
f070TECHNOLOOYORNE '••;°LORIDf;
M VENICE,FL 34M DPAND ANCHORAGE '.`S'S '•••• C���`
ry40480.1600 ,� '�i TONAL EN��`•
2 CERT.OFAt7rH.949790 SERIES 770 ALUM.SGD-LM IMPACT
IR75""1 044'07 1 C REVISED TABLE f. eareaiuwt ease ewe ...W w "^' A.LYNN MILLER,P.E.
pay,ar•mtz pm; ���pc Ry. d PGT0130 (^i P.E1168705
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TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/-60
For corner astragal anchorage on 80'or 1354 comer units,see sheet 11 _ (May be limited by Table 2A)
Door Unit Height
Table applies to Glass Types 4,4A, 80" �AnchorGrmwup
80" 95" 107' 108 114" 120"
6,6A,7,7A,8&6A and the e9.7/8"OLO 79-718'DLO 8&7/8"DLO 81-7/8'DLO 97-7/8"OLO 103.7/B•DLO 108.7/8'DLO
Stile/Astragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A S C D
—He III C4N GS+1 C4+1 +1 +1 C4+1 C4+1 Gi+1 a1 CA+1 C4+1 C1+1 +1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+ 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C'4+1 C4N
24' D17"LO Jamb 8 8 8 8 B 8 8 '8 B 8 8 a 8 8 [7-8
8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 5+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 8+8 8+0 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Heed/S19 G4+1 C4+1 C4+1 C4r1 C4+1 CA+i C4+1 C4+1 C4+1 C4+1 C4+1 C4r1 C4+1 C4+1N C4+1 C4+1 C4+1 C4+1 C4+1 C4a1 C4+1 C4+1 C4+1 Gi+1 Ci+1 G1+1 C4+1 C4+1 C4+1 C4+1 C4a1
30" �L Jamb B 8 6. 8 8 e 8 8 8 8 8 B 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7t8 7+8 7+8 7+88 7+8 B+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9t0 9+0 9r10
HeadlSill C4+1 C4+1 C4+1 04+1 C4+1 C4+1 COI C4+1 C4+1 CA+1 C4+1 CA+1 C4+1 04+1 +1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4a1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1
l 0Jamb 6 8 a 8 8 88 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8B 7+8 8+9 8+9 8+9 8+9 8+0 B+B 8+9 8+0 9+10 9+10 9+10 9+10 8+10 9+10.9+10 9+10
36° eaG+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 Ci+1 +1 C4+1 04+1 C4+1 C4+1 CA+1 G+1 CA+1 G1+1 G4+1 C4+1 04+1 C4+1 C1+1 CS+1 C5+1 Girl C4+1
o. 42' OLO Jemb 8 8 8 a 8 8 8 8 8 6 8 8 e 8 e B 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10
P-hook 6+7 8+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+B 7+8 8r9 9+B 8+9 8+9 8+g 8rB B+g 8+9 9*10 g+10 9+f0 9+10 9+10 9+10 9*10 9+10
41" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 G+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 G;+2 C4+2 C4+2 C4+2 CS+2 C5+2 04+2 Cga2 CS+2 C6+2 C5+2 C5+2 CSr2 C6+2 CSr2 C6+2
z 48• DLO Jemb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 6 B 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10
P-hack 6+T 6+7 6+7 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 8+9 8+9 Br9 8+9 8+9 B+9 8+9 8+8 9+10 9+10 ONO 9+10 9+10 9+10 9+10 0+10
Haad/SIII C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04a2 04+2 G4+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2
54' �Q Jamh 8 8 8 8 8 8 8 8 10 a 8 6 10 B 818
P-hook 8+7 6+7 6+7 0+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 748 7+8 7+8 7+8 7+8 Not available in these sizes
Heed/SIII.. C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 04+2 04+2 C4+2 CA+2 C4+2 G1+2 C4+2 C4+2
60• �130 Jamb 8 8 8 a 8 8 B a 10 8 8 8 10 8 8 8
P�rook 6+7 6+7 a+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7aB 7+8 7+8 7+8 7+8 7+6
FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH=
NOTES: NOM.PANEL WIDTH-7"
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP iS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: DLO HEIGHT=
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF M" Sill Helghtto Max.(+)DP OH LENGTH DOOR UNIT HEIGHT-10.125"
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating)
3)4-,3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2° Sill Riser Height = PANEL HEIGHT=
(+)Design DOOR UNIT HEIGHT-1.866"
(Flat o Box,see
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. r
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psf T Oo OH RATIO 21 PRODUCT REVISED
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-1/2" see rrole 3 p as complying with the Florida
NOT RATED FOR WATER INFILTRATION.NOT
code
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Law-2-1/2° +46.67 Noa No. 17-0420.12
Medium-3-1W +80.0 Tar Iratlon Date 02/17/2020
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. P
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH RATIO=OH LENGTH By
INSTALLED. SEE NOTES 1.3 OH HEIGHT Mlam FIMCIUCt Control
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @ lamb Straight Astragal Lockstile @ 90'Astragal Lockstlle @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90°Astragal Assembly 135•Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tlle Heavy-dutyStlie
Standard Astragal Outside C Inside
Outside Corne
a-� Comer
a � 11111/1
L.��` Inside `� ��NY LYltl/��%.,��'
Insidelde Cor 'I I Comer Outside \�'<: y10ENSF '•<<
Corner Q;' •_F�%
Part#61(Stile) N0.58705
Part#61(Stile) (Stile) Part#119(Out.)
Part#61(x2) Pa Part#61Stilert#61 Part#61 Part#61 Part#118 Corner Parts#31  Part#61 _ *_
Part#67(Astragal) ( Part#120(In.) Corn.&pxdMOunt -"0 i
Receiver) ( ) �,(/
1070 TECHNCLOOYDRNE oe4a+r � STA lE�� .'•�7(/��
k VENIclti P13427sDPAIVD ANCHORAGE ''•'40RIDP,.•`
putFAUr Boo E �/OVAL
ar• oxc 8M CERT.GFAUrH.B292e8 SERIES T!D ALUM.SGD-LM IMPACT /!„I�l'
JR M.17 C REVISED TABLE 2,REMOVED EXAMPLE canrRmlRolo+r s"r.H"f[ mra: es.e m.+onn n.r. A.LYNN MILLER,P.E.
arnm ar•smm: cnenw arx +vrmausrwas,ma. [jkl-
9GD-770 lVTS 7 a 22 PGT0130 C P.E.#58705
JR 10-0114 �ex+rrsaFsra�a
TABLE 3:
TABLE 3A:
Design Pressure(DP)and Anchorquangdes Required,(for all approved configurations on Shoots 2&3) Maximum DP shown below SIR Height to Max.(+)DP
For comer astragal anchorage an 97 or 135'comer units,see sheet 11 _ (Maybe limited by Table 3A) .(ureter Infiltration Rating)
Door Unit Height Bill Riser Height Table applies to Glass Types 4,4A, BO° 04' EAnch�orGroup
96" 102" 108". (Flat or Box,see (+)Design
6,6A,7,7A, 8&8A and the 69.7/8°D O 73-7/8"DLOLO .-7 B D O 91-7/8°DLO 97-7/8"DLO Pressure,PSI
Sheet17 StUelAetragal types shave below. Anchor Group Anchor Gro Anctar GroupAnchor Group Anchor Oro )
A B C D A B C DC D A B C 0 A B C D A B C D Flush-1-1l2" see note 3
Casl nPressure +/--90,0 r Low-2-112" +46.87
+/gj2,6 st +- s
17" Head/Sill 04+1 04+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 Medium-3-1/4' +60.0
�° DLO Jamb 8 8 B B 8 8 B 8 B 8 0 8 8 B 8• 8 10 10 10 10 10 10 10 10 High-4"
P-hook 6+7 6+7 6+7 1 6+7 1 7+8 1 7+8 7+B 7+8 7+8 7+0 7+8 7+8 7+8 1 7+8 17+8 7+8 8+9 1 8+9 I 8+u 0+9 8+9 1 8+9 1 8+9 1 8+9 SEE NOTES 1-3
Design Pressure +/90.0 Psi +F82.6 pal +1-7610 si
M. Head/SBI C4+1 I C4+1 I C4+1 I C4+1 1 C4+1 1 CA+1 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1
t DLO Jamb B 8 8 8 8 8 1 8 I 8 10 8 8 B 10 8 '8 8 10 10 10 10 10 10 10 10
P-lack 6+7 6+7 5+7 6+7 7+8 7+5 7+8 7+8 7+a 7+8 7+a 7+6 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 a+9 I 8+9 B+9 i
yl Design Pressure +/gp,0 psr _ +1.82.5 psf +/-76,0 sf
1. bead/SIB C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cq+1 L C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 CS+i C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1
DLO Jamb 10 B 8 8 10 8 8 8 10 8 81 8 1 12 1 10 8 8 12 1 10 1 10 1 10 10 10 10 10
P-hook 5+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+B 8+9 8+9 8+9 B+9. 8+9 8+9 9+9 8+9 8+9 8+9 B+9 B+9
E Design Pressure +F90,0par +1.82.6 PSI +1-75.0pal II
35' Head/S19 C4+2 C4+2 Cq+2 G3+204+2 1 C4+21 C4+2 C4+2 C5+2 C5+2 05+2 C5+2 C5+2 CS+2 CS+2 C5+2 06+2 CS+2 I C5+2 C6+2 Cb+2 C6+2 c6+2 C6+2 fOHENGTH DLO Jamb 10 B 8 8 10 B B 8 12 10 8 e -12 10 8 8 12 10 iD 10 12 10 10 10
P-hook 7+8 7+a 7+8 7+11 7+8 7+8 7+8 7+8 B+9 8+9 8+9 8+ 8+9 8+9 8+9 8+9 8+9 8+9 a+9 8+9 8+9 8+9 8+9DeslgnPressure +/AD.Opsf seeNotaA +/�2.5psf +1-75.Opsf OHRATIOa1�, 41° Head/Slll C6+2 C6+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C6+2 C5+2 C6+2 C6+2 +2 C5+2 C6+2 Cfr+2C5+2C5+2 C6+2 C6+2 G542 C6+2
DLO Jamb 10 8 B 8 12 101 B 8 1 12 110 8 8 14 12 811 8 14 12 10 10 14 10 10 10
P-hook 7+8 7+8 7+8 7+8 8+9 t1+9 6+9 8+9 8+9 a+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
NOTE A:+/-90.0 PSF FOR GLASS TYPES-4, A,6,6A,7A, 8&BA; +/-67.1 FOR GLASS TYPE 7
NOTES; EXAMPLE ON SHEET 9 _OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH RATIO OH HEIGHT
2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7"
OP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A.
3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1l2"SILL IS NOT AND DLO HEIGHT=
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN DOOR UNIT HEIGHT-10.125" PRODUCT REVISED
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA Noui complying
ng Cc gowlth the Florida
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. PANEL HEIGHT= NOA-No" 17-0420.12
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. DOOR UNIT HEIGHT-1.868"
Expiration Dote 0211 7/2 02 0
5}DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. BY
Mla 1-Da roduct control
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile@Jamb StralghtAsuagaf Lockstile@ 90'Astragal Lockstile@ 135'Astragal Lockstlle@
Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStlle Heavy-dutyStfle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal Outside Corner,, Outside Inside i
�y t,�1��,1f�-lIL Comer Corner
-03qo. LY
tluiil/rr/
InsideL�D.......N!v
Comer -Outside
Inside Corner Comer Q •' LICEryyS.,/�(
Part 061(Stile) Part#61(SUIe) part#119(OuL) Part#61(Stlle) 11r:• No,58705 = r
Part#fil(x2) Part#61 Part#61 part#68(Astragal) ('art 1161' Part 9118(Comer part#120 Parts#31  Part#61
Receiver) (Corn.&Fxd Mount) �'U: .._,,; *_ '
0 • I I
1070 TECHNOLODYDRIVE a+°pme �.(�••.• .SrA D� .'(V�Z'
t 6 DPAND'ANCHORAGE
i5
H" d R07 CERr.OFAU7H.x2B789 SERIES770ALUM.SGD-LMIMPACT oNALI�NG\\\
JR 04i05/rT C REVISED TABLE3,ADDEDEXAMPLE
onx+•er. a,d: ci.dau .0°b: rrn . �n. �rauCd sd.: � A.LYNN MILLER P.E.
JR 10If0/14 ucrua+rsaesctty� SDD-770 NTS 8 a 22 PGT0130 C P.E.#5B705
NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE' JAMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE `.•. REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FORASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6° SHEET 10 FOR INTERLOCK 24°MAX.O.C.
POCKETS CLUSTER,SEE
THIS :; AND \ 48"NOM.
SHEET '•;', SEE POCKET (10)P-HOOK r--__---_ _ x PANEL WIDTH DETAILS,SHEET 11 x x
JAMB MOUNTING I x x x x /x x x x xx x x x x x s-MAx.
INSTALLATION, ADAPTER I 6"MAX. (oj x x x x x f x x x x x
I L xx
THIS SHEET ANCHORS MIDWAY i o' T MAX.
&SHEET 14 BETWEEN. HOOK I I I 4 PAIRS OF
ANCHORS&AT 3" i °i x=FRAME x ANCHORS
; FROM TOP& I 14"MAX.O.C. 1.1 tD ANCHORS 96" x (TOTAL 8
BOTTOM o4 I4-1-1
I o UNIT 21°MAX. ANCHORS)
4.051" .-8"MAX.TO OPENING N 0 I I11 0®=P-HOOK HEIGHT D.C. PER JAMB
EDGE OF POCKET SEE I%a0 x� (SEE JAMB
a j®i IMAX•O•C. ANCHORS x
INSTALLATION 1 0< 1 P
� DETAIL
DETAILS'Jc'&'KC i'm- .,. I zo=P-HOOK BELOW)
END PANEL SHEET 14&PART i r a MOUNTINGANCHORAGE DETAILS'J'&'K', U j j j ^MAX. ADAPTER x
24"MAX• (2 ANCHORS) SHEET 19 FOR I$ �--k®1 o}I r+ 'ANCHORS
O.C. P-HOOK - 8_ x
x x x/•+2• END PANELANCHORS END PANEL x x x x x x 8"MAX. ANCHORAGE
(SEEANCHORAGE SKETCH BELOl4)ANCHORAGE(SEE SKETCH BELOW) �•+2' '+2' ,°+2^ ANCHORAGE ANCHORAGE
CENTERLINE e"MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE:5-PANEL 2 TRACK,90'OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANELANCHOR EXCEPTION,1+1•ANCHORAGE ONLY): ANCHORS MAY BE ADDED
f�- I 2 ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT AS NEEDED TO ALIGN THE
T14 QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 6-8: owsr,OR LES - EXTERIOR HEAD OCCURS
SILL IF A SPLICE
48° CENTERLINE OF 24°O.0 OR LESS 27" —� OCCURS AT THE P-HOOK.
NOM. < • INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. (4PJ�
PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE O C PRODUCT REVISED
SEE"C5"CLUSTER as complying with the Florida
WIDTH DETAILS,SHEET 10 TABLES,SHEETS 6$AT EACH INTERLOCK AND carr�we oFraurc Building Cade
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, NOA-No. 17-0420.12
ANCHORS AT MIDPOINT OF END PANELS ARE ONLY 5.64"
PLUS SPECIFIED QUANTITY OF ADDITIONAL REOUIREDIF THE O.C.DISTANCE TO THE NEXT ANCHOR Expiration Dat 2/17/2020
"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24".OTHERWISE ANCHORS ARE NOT
ADDITIONAL ANCHORS24"D.C.MAXIMUM. REQUIRED AT TH E MIDSPAN AS PER THE FIGURE ABOVE: By
3.5" 6"MAX. 1101a I-Da roduct Contro
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM;21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE �2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
'42"ANCHORAGE ANCHOR PAIR
REQUIRES SEE"C5"CLUSTER END PANEL
CENTERLINE CEMERLfNE
"C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE I
• DETAILS,SHEET 11 INTERLOCK OF
FOR ASTRAGAL ASTRAGAL (2 ANCHORS} S.
i 4.051" —I� 3.5" I MAX.
•
I �� '•LICENgF
a
n CENTERLINE CENTERLINE CENTERLINE * NO.50705
EXTERIOR V CENTERLINE L� "+2"ANCHORAGE Tk_
I OF PANEL 3 I OF PANEL 4 OF PANEL 5 �& -
FOR SEE SEET 11 OTHER INTERMEDIATE ANCHORS ;10 0ECHNa FL YDRTVE O % V
VENICE, 34275 ANCHORAGE SPACING&EXAMPLE PLANS �., '-,F(pRIDi,.•'
041)480.1600 nx i A.
aY �� R" �x CLRT.OFAUTH.N29290 SERIES 770 ALUM.SGD-LMIMPACT �,S�ONA(
JR 04/D5H7 C CORRECTED EXAMPLE TO UPDATEDANCHOR VALUES.
row0roxromr s.mnm"e smn: ae"t a.,wron° s.. A.L99M MILO P.E
°m""JR i0Br'.M0/f0/14 fYiptlio° .— 't1i1fD191R�`•'� SDD•770 NTS 9 w 22 PGTO130 C P.E.#58705
�pa��'�� .,
ASTRAGAL OR 6"DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE SPLICE LOCATION
INTERLOCK--t--IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED 2.04" 2.04
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
3.6" 7 7° EXT� W DIAG.
1.75' d7-*
21„
4"DIA MAX.
2.04" 2.04" O.C. TRIaR
4" 21"
.5 4°DIAG. 5.64' MAX•
IOR 7• EXTERIOR T' EXT�E�77RIOR O.C.2-TRACK FRAME HEAD/SILL V 6'MAX.
2 TRACK FRAME HEADISILL 5�
�a ASTRAGAL OR INTERLOCK (a]ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK �-2_TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
A ) ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6°) 6"MAX.
ANCHOR PAIR
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR L SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK--j IF NEEDED INTERLOCK CONDITION,USE' INTERLOCK--F'}F NEEDED ExTrRIOR ANCHOR PAIR
CENTERLINE I CENTERLINE I C6'CLUSTER DETAIL) CENTERLINE 3 5" 2.04"
3.5' 7"
ANCHORS MAY BE INSTALLED
a 21' EITHER IN THE EXT.OR INT.
2.04" W3.5'
MAX. TRACK(INT.SHOWN)
14.08" 4.08" O.C.
4" NOTES:
5�„ 1.A ALL DIMENSIONS SHOWN
EXTERIOR 7" EXTERIOR 4"DIAG. EXTERIORL!: ARE BASED ON MIN.
ALLOWED.
B.
MAX. 2.FOR HEAD OR SILL SPLICE
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADlSILL V 3 TRACK FRAME HEAD/SILL LOCATIONS/ANCHORAGEAT
(a�ASTRAGAL OR INTERLOCK (a.ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9.
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB
ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,'C6' ANCHOR PAIR PRODUCT REVISED
_ as comp)Ing with tho Florida
ASTRAGAL Oft SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED Bdllding Lode
INTERLOCK�IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITIONS ONLY: NOA-No. 17-0420.12
i CONDITION,USE USE THIS DETAIL • SPLICE LOCATION Expi;fi;�DM21,1.712021
CENTERLINE CENTERLINE CENTERLINE )
-- 1.75" I C6°CLUSTER DETAIL) IF NEEDED
-�JI 3.5" gy
�—3.6" 3.5' 3,5" control
2.04" 4'DIAG. 2.04" 4"DIAG. 2.04"
2.04" 5.37'DIAG. *, 3
4.08"
4"D(AG. I 2.04" `�111 U t U 1I rl
EXTERIOR EXTERIOR EXT�ER7IOR 'S•n r, 7" `:Q��: �IGENSF•. �
v 4-TRACK FRAME HEADISILL V 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL :' No.58705 <0 '
(off ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") =
ANCHORS ARE REQUIRED,"04") ANCHORS ARE REQUIRED,"05") WITH&WITHOUT SPLICE CONDITION �730 S` E p)�•
l070=NOLOaYORNE �
"'�"�•>� �s ANCHORAGE EXAMPLE CLUSTERS i�S . .
�eerlaeateoo ...
.. ..ONAL EN��`
rR o4/07 C NO CHANGES THIS SNEE1 CER7.OFA1fl7/p79pe9 SERIES 770 ALUM.SGD-LM IMPACT rI I1111 111%� \
o•sc .- oamr oauu ® s.een+•a[ sn.•r aTM[wN> xe°; A.LYNN MILLER,P.E.
Jr
R 107PoH4 ,el 300-770 NTS 10 +22 PGT0130 C P.E.#88705
2,04" 2•04" INTERIOR 2.04" INTERIOR 2.04"
°+1"ANCHOR
INTERIOR INTERIOR 7"
6.12" ?4'DAG. 6.12" 4"DAG. 8.94"
INTERIOR INTERIOR _ 7" INTER 1 INTERIOR 1 CENTERLINE
90 3. " 90 3. "
EXTERIOR EXTERIOR 4°DAG. 4°DIAG. OF PANEL
3.5" 4" 3.5" 4" 3.6" 3 5° 4„ "+2"ANCHOR
2.04° EXTERIOR 2 04" 7" 2.04' EXTERIOR 4" 2.04' EXTERIOR 8.94"
' EXTERIOR
2.04" 4"DIAG.
90"CORNER 90°CORNER 135"CORNER 136'CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED."� NCHORS ARE REQUIRED,'C6") OF PANEL
4.08"
INTERIOR INTERIOR
EXTERIOR 4.08" "+3°ANCHOR
.'1"ANCHOR
4" 7.41°
INTERIOR 3.5" INTERIOR
90^ 7" 135° 2.04" 4"DIAG.
EXTERIOR
.3 I 3 5" 3.5"
4,08" 4.08" 7" 7°
5.37' G. 6.37"D AG. CENTERLINE
CENTERLINE OF PANEL
°3,6" 4" 3.5" 4 OFPANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR EXTERIOR 7" 4° INTERIOR ON "+2"NCHOR 1NTERMEDATE ANCHOR LAYOUT
7 EXTERIOR ALL
90°CORNER 135°CORNER VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
("C6"NCHOR CLUSTER REQUIRED ("C(3"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4-DIAG.q PRODUCT REVISED
as complying with the Florida -
.6,12° Building Code
INTERIOR INTERIOR 2.04" NOA-No. 17-0420.12
2.04' 3.5"
8.12" CENTERLINE Expiration Data 02117/2020
4" EXTERIOR 5 88" _
_� OF PANEL e
INTERIOR Mlaml-Dad roduct Control
INTERIOR 90° 3.6" 135" "+3"ANCHOR
4" 7„ .04"
DA .
6.12° TAG. 6.12" 0 3.5" 4.08"
gnizE
7" EXTERIOR
2.04' 3.5" 4" 4"DIAG. 3.5°" 3.5" 1 — `\ /111111/ 77
EXTERIOR EXTERIOR 4" CENTERLINE ��` cJNY�YN!V �%
90°CORNER 135^CORNER 2.04" �OFPANEL
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL e '
("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT =* No.58705
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) =D
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TFCNNOLOGYDaI aomuR '0T STA rOr'I
2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VENICE,FL 34275 ANCHORAGE,EXAMPLE CLUSTERS '��`s''•C<ORIDP•.•''
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)4e0.1500 S� NG��`
�1 wa �� CER7:CFAWH.N32s5 SERIES 770 ALUM.SGD-LM IMPACT '77I I I I I IL 1"I"
Jft 04Po5/17 C NO CHANGES THIS SHEET. corrwsnroxf? sum ent a..e mwaw rdr. A.LYNN MILLER,P.E.
w J 1. o°ti wm o"r": vcruwrsm�s,wa ® SGO-77o NTS 11 d 22 PGTO130 C P.E.058705
JR 10/!0/14 Auxlavrs+�vEu
i
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1116"• 2-1/16"' NOTES:
FEXTERIOR 114• 1.ALL DIMENSIONS
MAX. EXTERIOR o i S M EXTERIOR SHIM ON MIN.ALLOWED.ARE
J SHIM 1
i 2.METAL OR WOOD
EMBEDMENT: T T SUBSTRATES MAY BE
SEE TABLE A, --11 USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A.
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
TYP-SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
&TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A.SHEET 1
NOTE 3,SHEET 1 'DIAGONAL O.C.IS
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL)
WOOD INSTALLATION WOOD INSTALLATION METAL INSTALLATION OR 6"(JAMB)SEE
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
SEE ANCHOR ANCHOR ANCHOR L MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 51 THE METAL SUBSTRATE
1(114-MAX.) SHEET 1 1 SHEET 1�
(1/4"MAX.) 5:. ._ �:. 1 -(1/4-MAX).
T}
EXTERIOR I EXTERIOR EXTERIOj EMBEDMENT:SEE
TABLE A,SHEET 1
2-1/16" 2-1/16"' �2-1/1, EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT.SEE TABLE A,SHEET 1
4a 2-TRACK ME SILL 4Z 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dw WOOD INSTALLATION Ew WOO INSTALLATION �METAAL INSTALLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 — as complying with the Florida
IT Building Code
EMBEDMENT:SEE NOA-no. 17-0420.�2
TABLE A,SHEET 1 �I EDGE DISTANCE: Expiration Date 02117/2020
SEE TABLE A.
TABLE A,SHETI �v METALNOTE
SHEET
SHEET1 By
TABLE A,SHEET 1 �1 EDGE DISTANCE: SEE ANCHOR Mia �mdml
EDGE DISTANCE: SEE TABLE A, NOTE 4,SHEET 1
2X WOOD SEE TABLE A, 2X WOOD SHEET 1
TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR 2-1116"'
NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP.,
2-1/16"' SEE ANCHOR NOTES
WOOD ANCHORTYR, 2-1/16°' &TABLE A,SHEET I
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS `� y LY
&TABLE A,SHEET 1 EXTERIOR BEYOND THE `� �9 N,.....,N, i�
EXTERIOR I O ,f� METALEXTERIO
�1�.• UGENS
114"MAX.SHIM Ir— R 114"MAX.SHIM -•14�— v SUBSTRATE
1/4"MAX,SHIM I-- NO.58705 _
E 2-TRACK FRAME JAMB ga 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB = p
WOOD INSTALLATION \4Lwj WOOD INSTALLATION Iw METAL INSTALLATION ��`
1070TECHNOLOGYDRIVE "' �O'n��o• ,ptV
N. C / a ANCHORAGE DETAILS ',�FS60 — S;•.,.<,oR1oP..••G�?�:
T.CFAUM#29WUUT
SERIES 770 ALUM.SGD-LM IMPACT ''i��NA11 L VN\".
JR 04D6�'17 C .NO CHANGES THIS SHEET. mam�oxtcmn ebsu�.e anti- — LYNN tdI kP,E.
—el. wm: c om°; varmnusm�ss.n+c SGO-770 NrS 12 ,22 PGT0130 C P.E.ZF 58705
JR IWIOI14
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
TABLE A,SHEET 1
PER TABLE ON MIN.ALLOWED.
A,SHEET I 2-1/18"` PER TABLE 2-1/16"• PER TABLE 2-1/1 B"
A,SHEETI SHEET
A S 1 •DIAGONAL O.C.IS
,;Y MAX
EXTERIOR
r SHIM MIN 4"(HEAD&SILL)
7j 1 OR 6"(JAMB)SEE
EMBEDMENT: EXTERIOR } 1�/ EXTERIOR 1�3I DO&AI,S,SHEETS
SEE TABLE A, L (�
SHEET 1 SHIM SHIM r'
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES'& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,S T 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-_TRACK FRAM TRE HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION ec CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE ANCHOR*IANCHOR
TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE E 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEEANCHORSEEANCHOR SEEANCHOR
NOTE 6,SHEETNOTE 5, NOTE 5,
1(1!4'MAX)� SHEET 1 SHEET 1 -
}T (114"MAX.) (1/4'MAX.)EXTERIOR I EXTERIOR `i• EXTERIORCONCRETE
2-1H62-1/16" �2.1/16'• PER TABLE
EDGECONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET I PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A.SHEET 1
EMBEDMENT EE-A-BFI A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
Oc CONCRETE INSTALLATIONEc CO
NCRETE N RETE INSTALLATION CONCAME SILL ahC
FRAME SILL
CO RET INSTALLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 as complying with the Florida
Building Code
EMBEDMENT:SEE NOA-No. 17-0420.12
TABLE A,SHEET 1 —� EDGE DISTANCE: Expiration Data 02/17/2020
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, IX WOOD BUCK TYP., SHEET 1 By
^`{ TYP.,SEE ANCHOR SHEET 1 Mlami-Da o uct Control
A,SHEET 1
;:: EDGE DISTANCE: SEE ANCHOR NOTE3,
PROPERLY SECURED NOTES&TABLE A, SHEET 1
1X WOOD BUCK TYP., SEE TABLE A, SHEET 1
SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR <jr 2-1116
SHEET 1 TYP.,SEE ANCHOR
CONC l'MU ANCHOR •-2-1/18•• PROPERLY SECURED NOTES&TABLE A,
1X WOOD BUCK TYP., SHEET 1 CONCRETE
TYP.,SEE ANCHOR SEE ANCHOR NOTE 3; CONCRETE
NOTES&TABLE A, OR CMU
CONCRETE SHEETI .,, ORCMU EXTERIOR
EXTERIOR i:: PER TABLE
SHEET; OR CMU EXTERIOR PER TABLE A,SHEET 1TA
\��'�,.•'�,ICEN F•.,l� �,
;r: A,SHEET 1 BLE
RQ: F
�1/4"MAX.SHIM —11 i.F-- PER
H ET 1 V 1/4"MAX.SHIM -rI m*; No.58705
14'MAX.SHIM I r— n
CACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
NCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION
®OTECNNOLOGYDRNE ® �0�'• S TE Op' ,'(v��
A VENICE FL 3a76 ANCHORAGE DETAILS %,�S•'•F��RIDI;.• 3
lsrFAM.cs r�'S'ONAL E���`•
rawer. � wN,� CERT.DF.wrN.aiesss SERIES 770ALUM.SGD-LM IMPACT
JR 04N5H7 C NO CNMlGES THIS SHEET. mammex amp any a+aoN* n..: A.LYNN MILLER,P.E.
Um-By mm: cneaod .mia var -4_
JR I&I011a ,w.wwlrsebuav® SGO.770 NTS I3 1 22 PGT0130 C P.EA 58705
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED ATALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT .:�.Y: DISTANCE SHEET ARE FOR
2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER S
WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE
Oo SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET ze ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A,— (ALSO SEE TYP. v' TABLE A,SHEET 1 ALL APPROVED
SUBSTRATES.
SHEET 1 — ILLUSTRATION,SHEET 9) "•` w 1-1/4"MIN.EDGE DISTANCE
DISTANCE'SEE EXTERIOR 3.SEE TABES 1-3,
-: rl SHEETS 6-8 FOR i
TABLE A,SHEET 1 EMBEDMENT: yr .' :;;;'-;° '. ',;: p-HOOK MOVUNTING REQUIRED P-HOOK !
SEE TABLE A AND P-HOOK i
28 EXTERIOR SHEET 1 ;;., L j ADAPTER CONCJCMU MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., nn "';_;;':;;:, ;''; ',p.c. ,+'.;:. ANCHOR TYP.,SEE ANCHOR QUANTITIES.
SEE ANCHOR NOTES V P-HOOK M - ANCHOR NOTES&TABLE
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE. TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
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
kLwJ PARTS#18.#20,#22 OR#24, Jc PARTS#18#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETEJCMUINSTALLATION 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 EMBEDMENT CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
:SEE
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A.SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A.SHEET 1 ANCHOR TYR,SEE
A,SHEET 1 ANCHOR NOTES TAB)
BEYOND THE METAL ANCHOR NOTES `.'' °'• A,SHEET 1 '
SUBSTRATE r_�Dl
&TABLE A,SHEET 1 �;':i r'.� •=• = :�: :,! (ALSO SEE TYP.
ALSO SEE TYP. EMBEDMENT: :; ;�- PRODUCT REVISED
( „• +•• r, ILLUSTRATION,SHEET 9) as eomplying with the Florida
ILLUSTRATION, SEE TABLE A, ;:..:,f.;r,;;.,,:':'.+ 28 ttullding Code 1
EMBEDMENT:
SHEETI ;.f .•.-; ttoA-No. 17-0420.12 1
SEE TABLE A. DISTANCE SEE Expiration Da 217/2020
utl,
SHEET 1 ABLE A,SHEET 1 .'' 1-1w MIN.EDGE DISTANCE By _�
30 30 Mlaml-D Product Control -
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES R_ ANCHOR TYP.,SEE !3
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE
(ALSO SEE TYP_ 2.693"MIN. A,SHEET 1 2.693"MIN.
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9)
tttnnnfl,f
®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS N� N 7�
w PARTS#19#21,#23 OR#26, Kc PARTS#19,#21,#23 OR#25, ��••' �ICENSF' �(����
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Q
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A.2A&3A MOUNT No.58705
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY
T070TECHNOIDOYDRNE PwoNues RATE OF
ANCHORAGE DETAILS Fs '•�ORIDP,.•'��\.
• N.VENICE,A.30276 ��/ tS •'-••• G' � '
tstn4aoTsoo ,as i;CNAL'E �
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JR 04MV17 C NO CHANGES THIS SHEET. eopttao,rromrr7 °� eewt °"'"°rR' R°" A.LYNN MILLER,P.E.
°'^'"'ey.'ao.. m.d:ee °°" rorwwar mmc ® SGD•770 MT8 14 w 22 PGT0130 C P.E.#58705
JR 1W10114 �� �
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
HEADER DETAIL'A', MAX. NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS'AW&'Ac', WIDTH INTERIOR
SHEETS 12&13
NOTES: EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS r 90`
APPLICABLE.SEE DPIANCHOR PANEL PANEL
TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
PANEL HEIGHT AND WIDTH.SEE TYPE QS. 'AS' TYPE SHEET 19&CORNER
SHEETS 18&19 FOR SECTION A MAXM. .UNIT ANCHORAGE SHEET 11
DETAILS AND SHEETS 12-14 FOR MAX. PNAOf l / / MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL „ WIDTH TYP. DLO PER 'M',SHEET 19
2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT HEIGHT TABLES EXTERIOLLINTERIOR
EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1,3 1-3
KEEPER(ITEM 103)AT FRAME JAMB
O PLEASE AL.SEE G7 18;INSTALLATIONMB DETAIL 3DETAILS
3)PLEASE SEE APPLICABLE � X X
ASTRAGAL&INTERLOCK X X 'Gw'&'Ge,SHEETS 12&13
COMBINATIONS PER DP/ANCHOR
TABLES. DLO WIDTH=NOM.PANEL WIDTH-7"
90" DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
SILL DETAIL'D',SHEET 18;
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
'DW&'De,SHEETS 12&13 SILICONE HOT-MELTBUTYL
STRUCTURAL
SILICONE STRUCTURAL SILICONE 3/16'NOM.
BYOTHERS POLYISOBUTYLENE 1/4'NOM. FOAM
WITH
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS
#8 X 1"
#10 X 1-1/2" PH SMS PRODUCT REVISED
PH SMS as comp)yIn with the Florida
INT.GLASS INT.GLASS Building Code
NOA-No. 17-0420.12
1za KODISPACE 4SG TPS 1zs SUPER SPACER@NXT7A1 Expiration Da 2/17/2020
By
ALUMINUM Mioml-D Product Contra
REINFORCEMENT pOLYISO• F
NT FILL AREA
BUTYLENE5/16 NOM.
PANEL CORNER FRAME CORNER 5IIs•NOM. SEAL
BUTYL& LICONE SEAL
DETAIL DETAIL DESICCANT ROLL-FORMED
FOAM STAINLESS STEEL '
EXT.GLASS
Part# Description Material Exr.GLASS
124 Kommerling 45G TPS Spacer System •'
125 Quanex Supor Speoer nXT with Hot Melt Butyl See this `��a���'0CEmSF
Sheet for INT.GLASS GLASS
126 Quanex Dureseal Spacer _1y No.58705
Materials '
127 Cardinal XL Edge Spacer +ze DUPASEALO SPACER 9 XL EDGE-SPACER � 1k=
REFERENCE TEST REPORTS:FTL-8717,8958$8910 '}1 T I I o �^�, •��
O�•.. STATE 0 / :�(1/
1o7orrwxoLoornwve ANCNORAGE DETAILS/EXAMPLEELEVATION
�',Fs'•F<oRIDr..•'��\
N.VENIC&FL 39276
a CERT.OFAU7H.#2M SERIES 770 ALUM.SGD-LM IMPACT 'NAL IE?G��
JR 04N5N7 C NO CHANGES THIS SHEET. mmuo,rrnyoo �,.ueoe sale ore a..s n.,: A LYNN MILLER,P.E.
°v"m s M. °o°r rcr°wusme&wc 5G0.770 NTS 15 22 POT0130 C P.E.#58705
JR 10110Nq AUN. ssesmven
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
�'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
�AST=RA�GALHEADERDETAIL
'A;r—INSTALLATION DETAILS &'Gc',SHEETS 12&13
HEADER DETAIL W,SHEET 18; MAX.
§X�E�D�JA�MtSTAI%'Gq ', W,SHEET INSTALLATION DETAILS'Aw'&'Ae,SHE ; ALLATION 18;INSTALLATION DETAILS DLO
JAMB DETAIL'G3%SHEET
DETAILS'Gw'&'Go', L2,SHEET 19 'AW&'Ac',SHEETS 12&113 SHEETS 12&13 TY 18;INSTALLATION DETAILS
SHEETS 12&13 90° Q�'&;&'Go',SHEETS 12&13
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL �
R' L' D' A' TYPE TYPE TYPE TYPE Im
: P INTERLOCK DETAIL
MAX CS' 'QS MAX M',SHEET 19
/ NOM. / / HEIGHT UNIT I HEIGHT UNIT 90°OUTSIDE CORNER
PANEL I SILL DETAIL NOM. / / DETAIL'Ni',SHEET 19&
/ PER / PANEL PER
WIDTH TYP. D',SHEET
MAX. PER SEE TABLES 1B; MAX. WIDTH TYP. / SEE TABLES CORNER ANCHORAGE
DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1� SHEET 11
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR
�, 1�++-3 'Dw'&Dc',
O X x X SHEETS 12 b a EXTERIOR NOM.PANEL
'&13, X X X WIDTH TYP.
I 6 l� X PER TABLES
SEE FRAME& MAX.UNIT WIDTH MAX.UNIT WIDTH 1-3
SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH
PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS
CONSTRUCTION DETAILS SHEET 15 2-TRACK 'Dw&'De,SHEETS 12&13 EXAMPLE:90'OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'S',SHEET 18;
ASTRAGAL DETAILS'Li'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'hV&
L2,SHEET 19� , 1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13�
1 HEADER DETAIL'C',SHEET
� HEADER DETAIL , 1 18;INSTALLATION DETAILS
JETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18; Cw'&'Cc',SHEETS 12&13
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION
'Hw'&'Hc',SHEETS 12&13 Ve,'Kw'&'Kc',SHEET 14 DETAILS Bw&'Bc', DETAILS'IW&'Ic',SHEETS 12&13 PRODUCT REVISED
SHEETS 12&13 as"e' I InT with the Florida
+— MAX.UNff WID7H MAX.UNIT WIDTH NOA-No e e17-0420.12
1, Expiration Date 02/1712020
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL In
TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE Mia -Dade redact Con rel
'R' 'L' M' T, I M' F F P' MAX.
MAX.UNIT NOM. o i NOM. UNIT
/ / PANEL / HEIGHT
HPIEPANEL
PER WIDTH
WIDTH WIDTH TYP.TYP. 'a i PER
TABLES MAX./ / PER / E j S MAX. PER TABLES
1-3 DLO NOTE 2 TABLES 1-3 j 07E 2 DLO TABLES 1-3 1-3
HEIGHT SHEET 15 i SHEET 15 HEIGHT
I �illl illy
a b
`\`�.���N..LYNN��
O X X X I X X X Q ` ��GENg. (�
EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18;� EXAMPLE:XXXO SILL DETAIL'F,SHEET 18;L �1� J� _=dr: No. .8705
(3-TRACK,RIGHT POCKET)TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS _ D
Ew&'Ee,SHEETS 12&13 'Fw'&Td.SHEETS 12&13 •, Lj I��yy
1070TECHNOLOGYDRIVE i��••,• STATE 0 •'
A VENIM fl.34275 EXAMPLE ELEVATIONS '�C�S'•`toRiDP,• '\���
(041)4W4600
JR 04N6N7 C NO CHANGES 7HI5 SHEET.
cERT.OFAL?H.B292B8 [�T-
SERIES 770 ALUM.SGD-LM IMPACT 7�/�NA111S
mvmaWromn a� shoe ai0r+^"• A.LYNN MILLER P.E.
°i�'"�'°ofn' ° bdvg'"'m'"� SGD-710 NTS 16 n 22 PGTO130 C RE.#58705
JR 00110114
I
PANEL'S RIGHT STILE TYPE
PANEL ER 114T CORNER
INTSINGLE SINGLE ERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOX ASTRAUTL ASTRAGAL
INT 90 OKSTILE 9 0 KSTILE ER EXT CORNER 90 RECEIVER 90 RECEIVER EXT COER INT CORNER RNER 135 RECEXT EIVER 35 RECEIVER
STILE W/HANDLE BOX OUT BOX IN W/HANDLE WI HANDLE Wf HANDLE W/HANDLE W HANDLE WI.HANDLE 90 RECEIVER WI HANDLE WI HANDLE '
TYPES our IN #116 M18 #31 #3t
961 #stT #st #at
BIORLO �" F PP KUT L TR TQ TC TA TV TW
INTERLOCK /s�C ,/1r C `q C c'n/om
SINGLE B E P A T C I C Sit( V C VA V V V Y Y INTERLOCK
IN I6arour feoxtM
6FlTEE �- RR R S S FD FC FV FW
�oxouD ��W/
LOCKSTILE D M J J
W/HANDLE
(euxou0 (eaKiM
LLI AS X OUT LR PANEL NOTES:
Box our
wf HANDLE Is°zov0 1.SEE DP TABLES 1-3,SHEETS 5-8-FOR PANEL
ASTRAGAL A/ SIZES&DESIGN PRESSURE.
LLJ BOxIN �Y LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J W/HANDLE (Wxo PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�... ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE.
(n .BOX OUT �� �U 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES
PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND E ,CORNER RECEIVER(#118)AND EITHER
Tj
Ll- ASTRAGAL T l I APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120j CORNER
JBOX IN � • `� ASTRAGALS.
mOxim lOOX°4 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES
LOKSTIt
INT�RNERE RT Cl
� sO (#81)AND CORNER ADDON(#31).
_1 W/HANDLE#120 I . .232'
LU EXT CORNER SILL RISERS OPTIONS 232"
z 90LOCKSTILE QT QS
< W1 HANDLE#11g I+ 232 FOR PRODUCT REVISED
" I EXTERIOR ,082"
232 as complVing with tho Florida
EXT CORN ERhQ CT C� ", I� IXT R CC dd
90 RECEIVER I C'^ I J_ •�2• 4.065" Building o e
WI HANDLE 082' 3.305' NOA-No. 17.0420.12
#118 c 2.555"
90 RECEIVER
#B1 A T A V DF 1.56r•06r
W R Expiration Date 97/2020
ECEIVER
WI HANDLE By
#118 Mia -Da Product Control
EXT CORNER CF ta°FLUSH SER2FLAT• 2D LOWRZSE2.FLAT 22 MEDIUM,I3-1 4�T 24 HIGH,4'ER FLAT
90 RECEIVER
6 c r— .750"
EXT CORNER VT VS VF - — 760°
35 RECEIVER I_— EXTERIOR
Wf HANDLE #6 EXTERIOR EXTERIOR 750" EXTERIOR .082"
INT.CORNER � 'p1,{T W^ 1 n'F �i-,-+� _ .908' � .082" � 4.055". .
35 RECEIVER V Y J V V �7"' I •062° 3.305 111111 I I!I/fl
Wf HANDLE #61 .082" 5"
��11� UCENSF•;�(( i
SILL
t8'FLUSHSE/2' LOW,j 21 RISER BOX 23 SILL RISER,BOX
OHILL RISER,
I ER.BOX x, r No.58705
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 =A�'•, S_ ;'IV��
10 0TIEHNOLOGYDI6�[��
LmWm �i��` •••�LORIDP.•'•�C���
N. PANEL TYPES
CERr.OFAUTH.02=8SERIES 770 ALUM.SGD-LM IMPACT �i'IDNAL 10%
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Po Ixovsmles.we A.LYNE"705 P.E.
JR f0/1N14 nnarcvnssFamve� saDn9 NTS 17 d 22 POT0130 C P.E.#58705
ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS)
OR 61 105
LOCK PAR7 17 -`
FULL LENGTH 1a 75 a 107-11
14 tos?MIDSPAr,
- 5 ® 60 OR 61
G3 5
60 OR 61 Gi 60 OR 61 2-TRACK JAMB 18
.2-TRACK JAMB (SHOWN 5 SEE DETAIL GI
CLIP#105 WITH FOR FIXED qRT
W/RETAINER#106 OPERABLE 80 75 sia7-1t0
PANEL CLIP
113 (SHOWN WITH PANEL)FIXED PANEL TO X�LLEXTERIOR 103 113 LO a to7 103 S FOR FIXED EE DETAIL 2 60 OR 61
THE INTERIOR) V PANEL CLIP 103
VEXTERIOR
1M1 v 16 5
112 15 17
123 FULL LENGTH � 40 G4 60 OR 61 „I-(,EXTERIOR
#10 X 3/4° OF JAMB 2-TRACK JAMB 2-TRACK JAMB ,FL EXTERIOR EXTERIOR XLEXTERIOR v
SMS,X 3 CLIP#80 OR#105 51 52 WI SCREEN VV V
6"LONG W/RETAINER#123 3-TRACK JAMB 3 TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
(SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
MIDP AN 80 FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
610R61 THE EXTERIOR) 53 - — THE EXTERIOR) THE INTERIOR)
�L*63
XTERIOR �I-I,FE CXTERIOR
ON SHEET 16 v 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15
3 4
113 5 113 5
EXTERIOR EXTERIOR 69EXTERa a
a PRODUCT REVISED
as complying with the Florida
SHOWN WITH ®2-TRACK W/SCREEN ®3 TRACK ®4-TRACK MAX.UNIT NDA-IldiN..code
OPT.SCREEN A FRAME HEAD 0 FRAME HEAD C FRAME HEAD HEIGHT PER Expiration
17.117120 2
TRACK TABLES 1-3 Ezplraflon Date 02l17/2020
gY
53 69 69 J 89 IVllam-Dade oduct Control
EXTERIOR EXTERIOR
52 51 72 OR 73 72 OR 73 72 OR 73
46 11
113 9 10
ti 11
46 47 0 6
EXTERIOR 112 5 113 113 \`11{1{11111/7/'
FRAME SIL/LSCREEN E FRAME SILL FRAME SILL `$7Q N..58705 *
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1.3.SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. �0�. Zlv-
10707ECHN0LGWDPIVE
N.VENICE,FL 3Ma VERTICAL SECTION DETAILS •IVAL'E
MQ480-1600 �. /O N o.
N. r o.n: CERT.OFAUTIL929296HUT
SERIES 770 ALUM.SGD-WINDOW-LMI /"'111 1 11 0`1
JR &&17 C NO CHANGES 7N/S SHEET. RoAfr s.�ax,e,e svr; arose ay.Lnw an- A.LYNN MILLER,P.E.
o�.a er. oms c rcruocsm,F — G0.WINDOW NTS i8 d 22 PGTO129 C P.E.#68705
JR 02/20114 �uamarsaesm�ca
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) twtn
INTERIOR28 28 30 113
27 63 26 27 63 103
62 111 63 HO OR 6t
%EXTERIOR
60 OR 616529 1429 12065 65 82 EXTERIOR 111 82 90• EXTERIOR
15 EXTERIOR INTERIOR EXTERIOR
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS INTERIOR
®j (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY 90°
800R 81
LOCK PART LOCK PART LOCK PART
75 a 107-11 75 6 107-11 61 T5$107-11 fi INTERLOCK
M
14
FX
njiMRIOR
81 61 118 5 Its 71 *ITEM 61(HEAVY-DUTY
TI EXTERIOR vv 119�EXTERIOR 7 STILE)SHOWN,ITEM 60
6T 66 113 103 (STANDARD STILE)ALSO
APPLICABLE,SEE TABLES
STANDARD L1 WITH STANDARD STILES 460 �WITHEAVY-DUTSTILEGAL Ss 61 N1 2-TRACK SHOWN CORNER �2-TRACK SHOWNER 1.3,SHEETS 6-8 FOR
(PSF)ASSOCIATED WITH
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES.
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN)
41 INTERIOR PRODUCT REVISED
as complying with the Florida
31 Building Code
758,1077-110 NOA-No. 17-0420.12
4 INTERIOR INTERIOR Expiration Dale /17/2020
5 5 4
135° By
MI - roduct Control
11
7
135'
14 5 61 32
103 i
- 81
�,MTERIOR 61 32 \,j11.1111l1/lIII
11 5 ��
LOCK PART 37 103 61 �(,EXTERIOR 7 ��'� •'�10ENg ��� ,i
75 a 107-11a v 14 ®135-INSIDE CORNER
02 2-TRACK SHOWN No.55705
®135°OUTSIDE CORNER
01 2-TRACK SHOWN
O� sT,T O :'\41u��
1070TECHN0
L00y0P1VE umbun' C�` '•�<ORIOi!..•'
N.VENICE FL S42T0 HORIZONTAL SECTION DETAILS,CORNERS �11 SiS •• G�.`�
s< CER1 OFAUTH.M MO SERIES 770 ALUM.SGD-LM IMPACT ���� NAL,rN���
(04114861500 /O I!1111
JR 04105N7 C NO CHANGES THIS SHEET.
ora»�sr• oem: � ® mwSGD sd.• e.,e m °,^^ -o a,.: A.LYNN#58705,P.E.
JR 10/10114 iw.wc+nsneernvEn SGD-770 NTS 19 22 PGT0130 C P.EJ4587o5
Item PGT PGT# Description Item PGT PGT# Description NOTES:
_ Dw .# Dwg.# 1)ALLALUMINUM=6063-T6
1 17305 817308 2-TRACK HEAD 60 17325 617325- PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 61 17328 W7326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99,
3 17309 ' 817309 3-TRACK HEAD 62 17327 617327 @RERLOCKADAPTOR 121&122 ARE NOT USED AND ARE
4 W312• 81731Z 4 TRACK HEAD 63 1225 mrall VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 817314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 3
6 17317 (117317 FRAME HEAD/JAMB ADO-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES i
• 7 17304 817304 2--TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3/1W MASONRY '
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 60 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX.O.C. j
9 17307 017307 3-TRACK SILL 69 17324 617324 TOP 8 BOTTOM RAIL '
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION ONJECTION MOLDED)
11 17313 017313 FRAME SILL TRACK INSERT 71 1695 71695 140 X V X3/4'HIGH FM SEAL DUST PLUGS
• 12 MIS 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78163X TANDEM ST.STL ROLLER ASSY.
13 17310 617310 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW4199,DOW-995 OR GE-7700 i
15 17302 017302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
16 17308 017308 3-TRACKJAMMB 76 71032X1FPFX 01"2 X V FL.SS SCREW W/TYPE'F"TIP -
17 17311 017311 4iRACK JAMB 77 7103239 1032 STEEL I=U-NUT
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2" 79 17357 617357 P IG BEAD -
19 17319 017319 SILL RISER-BOX FLUSH,1-1/2" 8D 17359 817359 7116'BEAD I FD(ED PANEL CLIP
20 17321 817321 SILL RISER-FLAT,LOW,2-1/2' 01' 17380 617360 9/16"BEAD !
21 17310 617318 SILL RISER-BOX LOW,2412" 82 1224 OIP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3414" 83 BIT45 1745 LOWE NC,Vr X 1116'SGL SIDE ADH.TAPE,POLYETH.
23 17354 817354 SILL RISER-BOX MEDIUM,3-1/4" 1110 W52 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 72087 AMB BUMPER '
25 17320 617320 SILL RISER-BOX HIGH,4" 102 16ge 71696 DUST PLUG
28 17333 - 617333 POCKETP4100K 103 8188 781BBX PKEEPER
27 7070 67070 NEOPRENE BULB VJSTP FOR P-HOOK 104 853 7SOKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P+IOOK MOUNT 105 17344 617344 FOED PANEL CLIP-6"LONG )i
29 17335 617335 P-HOOKCOVER 100 17352 617352 FEED PANEL RETAINER-9116" I
30 1734E 617348 POCKET P4100K FOR BOXRISER 10T 1739 71739 HANDLE KIT-NTERIOR RAISED WITH THUMB TURN
31 17378 817378 135 CORNER 108 1740 71740 HANDLE KIr-RAISED EXTEMORHANDLE
32 17378 017376 135 F0ED MOUNT 109 1731 70162SN HANDLE KIf-RECESSED INTERIOR VJffH THUMBTURN PRODUCT REVISED
ITEMS 4D53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KW-RECESSED EXTERIOR PULL as complying with the Florida
40 4319 012258 SCREEN SIDE RAIL-LOCKSTILE ill 71OX14PPSOAX#10 X 3/4'PH.Pit TEK-S.S. - .Building Code
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67816 WSTP,27OX.170-FIN SEAL NOA-No. 17-0420.12
42 41818 SCREEN KEEPER SPACER SET 113 1712 64086 A87"X230'FNSEAL Expiration Date 02/17/2020
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 41OX1-1/2" BY
44 4428 04428 SCREEN DOUBLE NTERLOCK 115 710XPPT 1110X 1' Miami--Da"roduct Control
45 4317 6=56 SCREEN TOP RAIL 116 720XIX AM-20 X V S.S.
48 4318 612257 SCREEN BOTTOM RAIL 117 72WI2X 914-20X1-1/2°S.S.
47 668 7SRA2 STANDARD ROLLER 118 1T338 617338 90 DEGREE CORNER RECEIVER
48 B68 7SRAX STANDARD ROLLER-ST.STL 119 17337 017337 90 DEGREE OUTS DE CORN ER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17330 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 817349. OXO SCREEN ASTRAGAL ADAPTER - 123 17352 617352 FDED PANEL RETAINER,7/9' t
51 1692 61692 SCREEN SPLINE-.185" i
52 1694 61694 SCREEN SPLINE-.160°
53 8181OC20 SCREEN CLOTH ��\'C�` CEN
54 1725 112"X4"Xi/16"SET.BLOCK,NEOPRENE 85+/5 t'=• SF '•,��
55 1728 1"X4-Xl/16°SE7.BLOCK,NEOPRENE85+/S P' '•
_*: No,58705 13
moo` V �;
1070TECMOLCGYDRWE ww¢mr i� F :,
NVENrc�FLsaxT6 PARTS UST I/CASOR1DP.••'G���
(941)466-1600 „� ///+`S/ONAL EN�`�
+� ,b CERT.OFAWK#29296UUT
SERIES 770 ALUM.SGD-LM IMPACT '111 j 11 1 1\\\\\\
JR 04, MT C NO CHANGES THIS SHEET.
cum: elnase e.me c xmn=we "=I 'Z '-- "'e' a a,c A.LYNNMLLER P.E.
JR OIIW114 Ausrcxl6pEamvm SGD770 IJT$ 20 22 PGT0130 ('i P.E.950705
5.069" 8.562" --j 1.36'
- 1.36"
0.080'IL
1.211" 1.505"
FT: 0.081" 0.062° 1.019"
0.081" 0.081"
O2-TRACK HEAD to 4-TRACK SILL SCREE
(6063-T6 AL) (6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
6.198" � 0.526" � 5.069" ,
0.080" -1 r- 1.045"
1.211' 1.505"
Ti 11 n 1--A1.993 0.062"
0.081" Oy 2-TRACK HEAD All SCREEN TRACK O9 3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) 1a 2-TRACK JAMB ,15 SCREEN
(6063 T6 AL) TOP RAIL
(6063-T6 AL)
7.105' 6.221 2-TRACK JAMB WI
° 15 SCREEN TRACK
0.080' (6063-T6 AL) -�{ 1.36"
1.505' I �j r 0.875°
rrF 11 1.211" "r'
M---t I 1.993"
0.081" O 3-TRACK HEAD O 2-TRACK SILL WI SCREEN TRACK L 0 082"
(6063-T6 AL) (6063 T6 AL) 0.081° SCREEN
46 BOTTOM RAIL
9.142" (6063-T6 AL)
4,49" 0.081" ,
0.080"
-� PRODUCT REVISED
1.505" 7.105° as comp)yIng with the Florida
1.211° FT- Dallding Code
NOA-No. 17-0420.12
9.141" Explra0on Date 02117/2020
0.081° Oq 4-TRACK HEAD O7 2-TRACK SILL
60 - 6063-T6 A By
( 63T6 AL) ( L) mlaml-13a06 Product Control
'0.060"
-• I 1,514" 0.062"
1.260"
0.532" 0.760"
0.060" 1.516" 1.990" `,t�lllirrrrrr
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN -Q��.•••••• .,gj���i�
ADD-ON 12 ADD-0N 1s END ADD-ON 16 3-TRACK JAMB t,•'tJCENSF (!
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS = No.58705
OR 3/18"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB
6063-T6 AL
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. ( ) FAO S A / :• 0_
EO
fe N lT ECHNNOOLFOGYDDRVE m.orowF ���s•.A40Ri N. \����
EXTRUSIONS
(94r)480-1= „� ���5''0•• L N0\
" t CERT.OFAUTH.M YBS SERIES 770 ALUM.SGD-LM IMPACT �",/Ili I�l%,\
JR O4N&17 C NO CHANGES THIS SHFF7. roreawxrn�oi� m�s sewe OieyN, y
A.LYNN MILLER,P.E.
SOD-
a J7, 1110 cma"ac c"m 770 IVT$ 21 22 PGT0130 C P.E.k 58705
JR 10/!D/14
0.718" 0.83"
2.304" � 3.802"
0.752" I LI � - - -
0.574" 0.796' 1.163
0.062° 0.080" 0.062°
LIL�
TT
0.264. 0.233" 0.062"
0.076"
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
s SCREW COVER 11 TRACK 26 P 63-T 25 ADAPTOR 29 COVER 0.080" 30 P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
F4"
' gp
e
0" 1.468' 1.739"0 1.600 0.133" 1.800 0.0�" � 1.303"
.080" 1.870" 1.888"
016° 3.125" -= 0.325"
3.125° � 0.062"
IN INTERLOCK
31 135"CORNER 3z 135°FIXED MOUNT so STANDARD STILE e1 HEAVY DUTY STILE O 55
(6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063 TB AL)
3.979" 3.979"
I+-- 4.125"
1.050" 1.050" -►{1.050"
1.645"
0.075" 4 0.075" 1.645" Q.062" 1.04" �i1---III
{ 289" 611" .4F045':;d
T-- TrL.
.045"
h+-3.25n 046" (� (�-
0.125"" 0.281"
GLAZING 7116"GLAZING 9/16'GLAZING PRODUCT REVISED
97 STANDARD ASTRAGAL se HEAVY DUTY ASTRAGAL se TOPlBOTTOM RAIL 79' eo of
BEAD(I.G.) BEAD,FIXED BEAD
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T8 AL) PANEL CLIP (6063-T6 AL) Bul ,complying oeWlth the Florida
(6063-T6 AL) NOA-No. 17-0420.12
1.003' 1.03" - Expiration Date 02/17/2020
4" D
5.621" Mlam-Da roduet Control
0.050"
0.757" �0.080"
105 FIXED 0.709" 0.133°
PANEL CLIP III II 2.A
0.133"
I -►I0.86380"
550"
FIXED PANELlrf� 5.621' 4
Ifl).709' 123 RETAINER,7/8° 120 90"INSIDE CORNER ASTRAGAL �,%\ONy LYN/(!
0.080" -►II+ (6063-T6 AL) 119 90'OUTSIDE CORNER ASTRAGAL (6063-T6 AL) �� •'��CENS
FIXED PANEI L 119 90"CORNER RECEIVER O(6063 T6 AL) Q�
109 RETAINER,9/16" (6063-T6 AL) _ No,58705
(6063-T6 AL) - -
1070 TECH DRIVE
N.VENICE,CE,FL FL 9I175 EXTRUSIONS � K,••' S Are
(941)480-1600 �(��'••;c(ORIOI� \
;.••
JR OON5H7 C NO CHANGES THIS SHEET. OERT.OFAUTH.#29290 SERIES 770 ALUM.SGD-LM IMPACT '7S7ONAL
oA�ey.ars a,":�na wm m°mxurro�r ® sn..xwec awn se.m w."snnn 8.., A.L�18i4NiLll:k,b.E
JR f0110/14 6 m s00-710 NTS 22 1 22 PG7D130 C Q.Ex se7os F