HomeMy WebLinkAboutNotice of Acceptance ,sgd ' . Copy
MIAMI-DiADE
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ;:V VE D F i,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION '�(,7E6 1 -25 0 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) .3 E ade.gov/economy
PGT Industries,Inc. L U G E COUNTY
1070 Technology Drive,
North Venice,Fl.34275 SOCC
C S OPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miam
i mi Dade Countyand other areas where 1 allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Doors w/90'& 135"corners—L.M.I.
APPROVAL DOCUMENT: Drawing No.PGTO130 Rev D,titled"Series 770 Alum. SGD-LM Impact",sheets 1
through 22 of 22,dated 10/10/14 and last revised on 04/22/20,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height&
width per tables 1 thru 3. See sheets 6,7 and 8 for Design Pressures(DP),glass types, Sill type for Positive DP
limits,applicable Standard or Heavy-Duty parts and anchorage requirements.See Typ. Installation in sheet 10 for
straight configured units,sheet 11 for corner units and sheet 14 for pocketed units.Pockets&Egress requirements
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and 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 renews NOA#19-1126.03 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4,as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
MiaMi•DADE COUNTY I S L�?�n . NOA No.20-0429.09
o Expiration Date: February 17,2025
Approval Date: October 15,2020
Page 1
PGT Industries.Inc.
!NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals under file 415-1013.15
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGT0130,titled"Series 770 Alum. SGD—LM Impact', sheets 1 through 22 of
22, dated 10/10/14,with revision A dated 10/08/15,prepared by manufacturer, signed and
sealed by Lynn Miller,P.E.
B. TESTS
1. 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. 14-0123.10)
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared
by Fenestration Testing Laboratory,Inc.,Test Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R,which have been revised and reissued on 12/29/09, all
signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-082610)
Along with marked-up drawings and installation diagram of an aluminum sliding glass door,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-
6036, FTL-6001, FTL-6014,FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025,FTL-6028,
FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,
P.E. (Submitted under NOA No. 09-082610)
3. Additional,Reference Fixed window test report FTL-7897 (cardinal spacer)per TAS 201,202&
203-94, issued by Fenestration Testing lab(Test report submitted under file#15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5'Edition
(2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Glazing complies with ASTM E1300-04
i
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
L4-in.14
Ishaq L Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0419.09
Expiration Date: February 17,2025
Approval Date: October 15,2020'.
E-1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their°Butacite®.
PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their"SentryGlas® .
(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
I. Statement letter of conformance, complying with FBC-51h Edition(2014), dated October 8;',2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries,Inc. for their Series"SGD;770"
Aluminum,Sliding Glass Doors w/90°&135' corners-L.M.I. expiring on 02/17/20.
2. Evidence submitted under previous approvals under file#16-2609.06
A. DRAWINGS
1. Drawing No. PGT0130,titled"Series 770 Alum. SGD—LM Impact'% sheets 1 through 22,of 22,
dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,,(w/
PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc.,'Test
Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16,06/07/16 and 06/20/16, all
signed&sealed by Idalmis Ortega,P.E.
C. CALCULATIONS (Submitted under previous NOA)
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5"Edition(2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series"$GD-7 07i
Aluminum Sliding Glass Doors w/90° &135° comers-L.M.I., expiring on 02/17/20.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0429.09
Expiration Date: February 17,2025
Approval Date: October 15,2020,
E-2 ,i
PGT Industries.Inc.
!NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I
3. Evidence submitted under previous approvals under file#17-0420.12
A. DRAWINGS
1. 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. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-61h Edition(2017),
dated 04/18/17 and revised on 08/10/17,prepared by manufacturer, signed and sealed by Anthony
Lynn Miller;P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 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.
F. STATEMENTS
1. Statement letter of conformance with FBC-6`h Edition (2017), dated 08/10/17, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
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., expiring on 02/17/20.
4. Evidence submitted under previous approval.
A. DRAWINGS
1. Drawing No.PGTO128 Rev C,titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22,prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed
by Lynn Miller,P.E.
C. CALCULATIONS (submitted under file#17-0420.12)
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their°LTrosifol®,,
Ultraclear, Clear and Color PVB Glass Interlayers",expiring on 07/08/24.
2..Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc.for their"SentryGlaso
(Clear and White) Glass Interlayers", expiring on 07/04/23. '
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6t'Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller,P.E.
G. OTHER
1. This NOA renews NOA#17-0420.12, expiring April 07, 2025.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0429.09
Expiration Date: February 17,2025
Approval Date: October 15,2020 ;
E-3
PGT Industries,Inc. {
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
f
i
5. New Evidence submitted
i
A. DRAWINGS ,
1. Drawing No. PGTO130 Rev D,titled"Series 770 Alum. SGD-LM Impact", sheets 1 through 22
of 22, dated 10/10/14 and last revised on 04/22/20,prepared by manufacturer,signed and sealed
by Anthony Lynn Miller,P.E.
B. TESTS
1. 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
along with marked-up drawings and installation diagram of all PGT Industries,Inc.representative
units listed below and tested to qualify Dowsil 791 and Dowsi1983 silicones,prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal),dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)FTL-20-2107.2,
PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)FTL-20-2107.3,PGT
PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4,PGT PW7620A ,
Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20,all signed and sealed by Idalmis
Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 71 Edition
(2020), dated 03/26/20, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Glazing complies with ASTM E1300-04,-09,-12 and-16.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc.for their"Trosifol®
Ultraclear,Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. for their"SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letters of conformance to FBC 2020(7th Edition), dated 03/26/20,prepared, signed&
sealed by Lynn Miller,P. E.
G. OTHER
1. This NOA revises NOA#19-1126.03, expiring 02/17/25.
I s��� (• L�gna�,
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0429.09
Expiration Date: February 17,2025
Approval Date: October 15,2020
E-4
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLEA:
Anchor Frame Min.Edge Min.O.C. Min.
INCLUDING POCKETS&900/1350 CORNERS Group ArtahOfnr� Member Substrate Distance Distance Embedment
Motel Thickness
11121"SMS or Southern Ln f18 e(SG= .55) 8 ' V
GENERAL NOTES /8^ S/8'
1 GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. (in.cf threads
s All soB3 li Aluminum 3/8• gf18' 0,0 0.(20 Go)
2;DESIGN PRESSURES: (min ot3 threads APB steel s/B 9Hs• 0.050'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. q beyond metal substrata) Gr.33 Steel Stud 3/8• 9/16' 0.045"(18 Go)
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Pit Concrete(min.2.22 ksi) 1-1W 3" 1-Wr
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1!4•l7aWelt/Elco Jamb/P-hook Filled Block(ASTM C90) 2" 31 M(18
3 ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Aggm Gat°tdl Jamb!P hook Hollow Block(ASTM CeD) 2• 3'
All Southern Pine(SG=0.55) 1" 1"PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO Southern Pine(SG=0.55) 9N6" 71B"CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 012 Steel SMS(Gr.5) 6oe3 75 Aluminum 3/8• e/78•CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B (min.of 3 threads All A36 Steel 3/8" 9116"WE*4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. beyond metal substate) Gr.33 Steel Stud 318' 911W 5)INSTAL.IATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH All Concrete(min.2.85 ks 1• 4" S
NARROW JOINT SEALANT.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 1/4•Elco UltreConlD Jamb/P-hook Hollow Block(ASTM C90) 1' 8° 1-114•
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. C Head f Sill Concrete(min.3 ksl) 15/16' 4• 1.318•
6)REFERENCES:ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX AND 1/4"DeWall Jamb/P-hook Concrete(min.3 ksi 1• 4' 1-Yip
AGGREGATOR NONS,ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN UIImCon®+ Jamb I P-hook Hollow Block(ASTM C90) 1• 31 1-1/4'
MANUAL. All Southern Pine(SG=0.55) 1' 1• 1.3/8"
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE All Concrete(min.285 s) 2-12" 4' 1 e•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1/4•EW UlttaCon& Jamb/P-hook Filled Block(ASTM C90) 212• 4• 1SI4•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Jamb/P-hook Hollow Block(ASTM 090) 2-12" S' 1-1/4•
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. D 1 Head/Sill Concrete(min.3.35 kaL) 1• IV 1-TIV
9)TEST REPORTS:FTL-5980,FTL-5983,FTL-6001,FTL-6014,FTL-6015,FTL�017,FTL-6022,FTL-6023, Da 410 SS Well/ Jamb/P-hook Concrete
(min.3.35 ksi) 1• 6' 1-314"
Elco
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CreteFlex® Jamb/P-hook Hollow Block(ASTM C96) 2-12" 6° 1-114
All Southern Pure(SG-0.55) 1' 1' 15/8"
TABLE B.SEE DETAILS ON SHEETS 4&5 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
Glass 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
Type Description(Listed from Exterior to Into riot) 3)FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES,SEE TABLE 5,SHEET20.
G3 7/16'Laminated:(2)Lftes of3/16"HS Glass with.09P PVB Intedayer 4)HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS.
03A 9/16'Laminated:(2)Utes of IW HS Glass with.OW PVB kteriayer 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THATA MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
G4 7/16•Laminated:(2)Litm of3/l6'HS Glass with.090"SG hterlayer
G4A 9/16"Laminated:(2)Lites of 1/W HS Glass with.0W SG Intedayer ANCHOR NOTES
G5 l"Laminated I.G.:YlS'T ExtedorCsP+318 Atr Space+7/16'laminated;(2)Utes of3/16•HS Glass with.09W PVS tntedayer PRODUCT REVISED
GSA 1'laminated LG.:1/4'T Exterior Cap+5l16'Air Space+7H8'Laminated;(2)Utes of 3I16•HS Glass with.090'PVS Intedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE as comp)ying wfth the Florida
GS 1'Laminated I.G.:3r16'T Extedor C +&W AM Spam 7116'laminated;(2)Utea at HS Glass with.090'SG Inted°er ONLY MMENT.EDGE
COUNTY APPROVED ANCHORS,QUISEE TABLE A ON THIS SHEET FOR D OA N Code
aD P y EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA-No. 20-0429.09
136A 1•laminated LG.:I1W T Exterior Cap+5116"Air Space+7f16m Laminated;(2)Utes of3H6"HS Glass wfth.OW'SG ktedayer Expiration Done:0211 7/2025
G7 Iwis,laminated:(2)Lees af3f16•ANN Glass win.090'SG IMedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A.THIS SHEET.
G7A 9/16•Laminated:(2)Utes of 1/4'ANN Glass with.097 SG Wedayer BY: I,,— I.
G6 1'laminated LG.:3116'T Exterior +318'AS,Space 7f16'Laminated;(2)Iaes of 311E ANN Glees with.090r SG Inloria¢r 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY MlamhDade Product Control
Cap 7 SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
GBA 1'Lsmlreted LG.:IW T Exterior Cop+&IS'Air Space+7/16"L°mireted;(2)Utes of 3116'ANN Glass with.090'SG ktedayer SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.
'ANW=ANNEALED 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
'HS"=HEAT STRENGTHENED LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE
R"=TEMPERED GENERAL NOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE
'PV8"=.090'TROSIFOLO PVB BY KURARAY AMERICA,INC. EXAMPLE CONFIGS..........2-3 REVIEWED BY THE BUILDING OFFICIAL.
"SG"=Xgo"SENTRYGLASSOBY KURARAY AMERICA,INC. GLAZING DETAILS............4,5
ANCHORAGE.....................6-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6.8 PER CURRENT FLORIDA BUILDINGS CODE AND TO BE REVIEWED BY THE AUTHORITY
SEE TABLES 1,2&3 ON RATED FOR LARGE 8 SMALL HAVING JURISDICTION.
INSTALL DETAILS..............12-14
SHEETS 6,7&8 MISSILE IMPACT RESISTANCE I ELEVATIONS.....................15.16 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT
CODES f STANDARDS USED. PANEL/SILL TYPES.........17 REQUIRED.IF USED,NON-SHRINK,NON•METAWC GROUT,MAIL 1/4"THICK&3400 ����O.••""'••.�/ ��
PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE '%GENS6
•2020 FLORIDA BUILDING CODE(IBC),7TH EDITION CROSS SECTIONS............18.19 1 •.tc
•2017 FLORIDA BUILDING CODE C,6TT1 EDITION PARTS LIST........ SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO F' • 3
(FBI •• 20 SUBSTRATE.IF SUBSTRATE IS WOOD,30k FELT PAPER OR MASTIC IS REQUIRED -- N0.58705
•ASTM E1300.09 ............. n 1k'
•ANSVAF&PA NDS-2g18 FOR WOOD CONSTRUCTION F-XTRUSIONS......_...........21,22 AUTHORITY
THE GROUT AND WOOD SIJBSTRA7E,OR AS APPROVED BY THE _ (A _
•ALUMINUM DESIGN MANUAL,ADW2015 AUTHORITY HAVING JURISDICTION. �� '/ �
I)
•asl stoo-ts rma7s'cRAICLOUVAR E a�•s.a %xf'. <u,
•AISC360.16 lL vnncaFLe�76 GENERAL NOTESAND MAPnk
�O�'•• RATE OF
REGJSTRA7=ff2M SEINES770ALUM.SGD-LMIMPACT ' s/ONAL
JR 0321i20 D UPDATED TO FBC ZO20,ANCHOR rYPE TABLE g,yw te+c sue ooroxa a,,. 1
RT SG677D M•S 1 0'jam' - PQT013D- D _ A L�NNB 56LL7 6��E--—--
JR 7tYf0fli °� ------
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"JvA"Je."Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pX1aXp,p)D=OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 PER TABLES 1-3 CAN BE OXXXp.
T -��r i 2)90°&135"CORNER CONFIGURATIONS CAN BE A COMBINATION
rvu c I t i ? OF ANY 2 STRAIGHT CONFIGURATIONS.
0
MAX.UNIT 1 / g e MAX.UNIT /' / 7b ° i$ e 3)FOR NOM.PANEL WIDTH,SEE TABLES 1�.
HEIGHT 1 1 1 HEIGHT / a ` I a°d z
tw
PER TABLES 1-3 / 1 PER TABLES 1.3 / // j �'u, "X"=OPERABLE PANEL,
"O"=INOPERABLE PANEL,
POCKET
POCKET t y Poor I y DETAIL LETTER
-1`r---� -sir-- WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL ® "c"=CONCRETE INSTALLATION
CONFIGURATIONS 1 t CONFIGURATIONS t t SHEET NUMBER
MAX.UNIT WIDTH
MAX UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 ' ' PER TABLES 1.3 t 3 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
1 Jw Jc 1 t 73 79 1 t9 '
I 5 ' 1
MAX.UNIT 1s a t i q&o MAX UNIT t to 1s is 1 i o a o_
HEIGHT 1 3 s a 1 4 j HEIGHT 1s 1s is i ti�"
PER TABLES 1-3 tu
/ j o TABLES 1-3 POCKET POCKETIL—L -sir----'
3-PANEL CONFIGURATIONS r- 4-PANEL REVISED
PANEL CONFIGURATIONS 13 1 3 as compt mg with tho Florida
13 Building Code
HOA-No. 20-0429.09
MAX.UNIT WIDTH MAX.UNIT WIDTH Expiration Date.02M 712025
By; 1. 14—„ .
NOM.PANEL WIDTH 3 1 1 NOM.PANEL WIDTH 13 NUami-Dada Product Control
PER TABLES 1-3 PER TABLES 1-3
n
14 1 MAX.UNITMAX.UNIT j in h HEIGHT / i; sEE
HEIGHTq 19 1
9 s I1Q NOTE
PER f 1®s ° / ZTHIS
PER TABLES 1-3 i TABLES 1-3 / ® / SHEET.
!_ I E. 111II I1�
POCKET
EXTERIOR E.
CEN
5-PANEL CONFIGURATIONS
1 13 13 13 CORNER,TYP. 3 __•f1•; No.sBzos
(OUTSIDE CORNER SHOWN, _—
INSIDE CORNER SIMILAR) �1 ; J L�,� x
10707ECBQOi00YOR1VE %osciWs �O,n TATE F :'4
M EWMFLSM F-X�4MPLECONFIGURATIONS �F'•.'ZORIOP..•'��,�
rR o3rzsrza D ruocruwcESTxissrlEEr ° + SERIES770ALUM.SGD-LMIMPACT '� 0NAIL—IeNG��\
e7. ora orr ® a.ra�a,e sins bs: os."u�n ns: A.LYNN MILER,P.E. _ --
JR 1N1011d sound NTS 2 d 22 PGT0130 D - PF9 59705 ---
EXAMPLE CONFIGURATIONS
MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES:
355-7/IV'@ 96"HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
300-im @ 120"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
NOM.PANEL WIDTH LOCATIONS USING DETAIL"JW',"JC',"KW OR"KC'INSTALLATION.
PER TABLES 1-3 to EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
p 000(p,pXXXX OR XXXXP.OXXX IN POCKET CONFIGURATION
—��n —i CAN BE OXXXp.
I cim tma a t 2)9D°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT t t / a i g&c OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT,
98"OR 120" / / f / / / 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. -- —
` j "X"=OPERABLE PANEL,
POD i °+ "O"=INOPERABLE PANEL,
p°=POCKET
6-PANEL CONFIGURATIONS
DETAIL LETTER
MAX.UNIT WIDTH W=WOOD OR METAL INSTALLATION
\W "'=CONCRETE INSTALLATION
NOM.PANEL WIDTH 7 3 t 3 t 3 SHEET NUMBER
PER TABLES 1-3
t 3 a to t9 a tW+ t DLO WIDTH=NOM.PANEL WIDTH-T'
Im Eh DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX UNIT t t to t to t t i to PANEL HEIGHT=DOOR UNIT HEIGHT-1.869'
HEIGHT M_vQ_3j MEW
PER TABLES 1-3
U
g
PocxE i
T'
7-PANEL CONFIGURATIONS PRODUCT REVISED
13 as comp ngg with the Florida
Bellding�ade
Nop 1do. 2"429.09
MAX.UNIT WIDTH E-piration Data:0211712025
NOM.PANEL WIDTH BYr 11::,-7
3 Miami Dsdo product Cont
rolER TABLES 1-3 8§8l
11,
9t 3rLfi
MAX.UNIT tHEIGHT
2 a a a to
PER TABLES 143 k'g
IfET J �'C?ON CENSF ���'��
8-PANEL CONFIGURATIONS ?' ��
NO.58705
_ _ _ __- __ rR Oo1srzlsYaf4 w_a -_ - __ SLD•77a M S $ d 11 PGTt7180 D _:ii,r.•
t.,.•
�
••��-
a � �1007W aTE
rYal � U EMPLE CONFIGURATIONS , •FIORIDP
tft '1'sNA •,G `
0 N0015WSESTHrSSHEkT. REQa SERES770ALUM.SGD-LMIMI ; NI510
ALYNN UERP.E
PFJ56705=
GLAZING DETAILS(G3,133A,G4,G4A,G5&G5A)
7/16"NOM, 7/16"NOM. V NOM.
3/16"HS GLASS 3/16"HS GLASS 3116"HS GLASS
.090"PVB
.09W PVB .090"SG 3116"HS GLAS
3116"HS GLASS 74 3/16"HS GLASS 74 316'.'AIR SPACE 74
9/16"T GLASS
82 82 ""
83
EXTERIOR 3/4"NOM �. WNW.
GLASS GLASS 124-127 3/4"NOM.
BITE BITE GLASS
BITE
EXTERIOR
80 80
79
64 54
55
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 9/16"NOM. 1"NOM.
3/1S"HS GLASS
1/4"HS GLASS 1/4"HS GLASS .090'.PVB
.090°p�/g .090"SG 3/16"HS GLASS
1/4°HS GLASS 74 1/4"HS GLASS 74 5/16"AIR SPACE 7a
1/4"T GLASS PRODUCT REVISED
82 82
83 Bu1MIrg Iyln�gewith the Florida
3!4"NOM. 3/b"NOM. NOA-No. 20-0429.09
EXTERIOR EXTERIOR 3/4"NOM. FxpUatlon Date".02117/2025
GLASS GLASS 124.127 GLASS
�I BITE BITE BITE Bye_i.,
EXTERIOR Mia nl-Dada Product Control
81 8T `+-
79
54 `i4 55
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
n
LYNIv
EN
•� '_GLAZING NOTES: NO-58705 —
"ANN ANNEALED
HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
T'=TEMPERED 1mdTErJnvotOovoRrvE oet�.cSTATE o �:
"PVB"=.090"TROSIFOe PVB I3Y KURARAY AMERICA,INC. ' 'n '• /U
"SG"=.090'SENTRYGLAS®BYKURARAYAMERICA INC. (9#1)480-1N' �� 4LA27NGDETAILS :,C��''•�10RIDP..•'G�C���
REO1SM710V//QB� SERIES 770 ALUM.SGD-LM IMPACT �s�O/NIA��L��E�.�`�
JR 03202D D NO CHANGES THIS SHEET. rr.emt r o,.e oaryw rae A,LY[A1 MILLER•P.E.
er one ore ® SG6770 INTS 4 +22 - POA7i30 D Pesss7a5 —_ -
JR 1Q/101l�
GLAZING DETAILS(G6, 136A,G7,G7A, G8&G8A)
1"NOM.
7/16"NOM. V NOM.
VW HS GLASS 3/16"ANN GLASS 3116'ANN GLASS
.090'SG r .090"SG
311S"HS GLASS .090"SG 3/16"ANN GLASS
318"AIR SPACE 74 3116"ANN GLASS 74 3(8"AIR SPACE 74
3/16"T GLASS 3/16"T GLASS
---- 52
83 - - - --
3/4"NOM. EXTERIOR 3/4"NOM. 3/4"NOM.
GLASS
124-127 GLASS <J SITE t24-7z7 GLASS
BITE EXTERIOR BITE
EXTERIOR �
80 <3
79 78
54
55 55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9/16"NOM. 1"NOM.
3116"HS GLASS 3/16"ANN GLASS
.090"SG 1/4"ANN GLASS .090"SG
3116"HS GLASS 090"SG 3/16"ANN GLAS
5/16"AIR SPACE 74 114"ANN GLASS 74 5/16"AIR SPACE 74
1l4'T GLASS 1/4"T GLASS PRODUCT REVISED
83 82
83 as eomplytng with the Florida
BuOding Code
3/4"NOM. NDA-No. 20-0429.09
124-127 3/4"NOM. EXTERIOR GLASS 124127 3/4"NOM. Expiration Data- 2 11 71 2 012 9
GLASS a SITE GLASS
BITE BITE By.
EXTERIOR MlamWode Product Control
/�. EXTERIOR
79 79
54
55 55
1"LAMINATED I.G.GLASS,TYPE G6A- 9/16"LAMINATED GLASS,TYPE G7A V LAMINATED I.G.GLASS,TYPE G8A
nu
LYNN
GLAZING NOTES: Z 7;: No.58705
"ANN"=ANNEALED — =
'HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. -;a'.�y
"r=TEMPERED ro7dtEcrdvGto9raR,vE o. 'O SraTE F ,:
"PVB"_.090"TROSIFO6 PVB BY KURARAY AMERICA,INC. M VS=F R.� GLAZING DETAILS �c�
"SG"=.090"SENTRYGLASPBY KURARAY AMERICA,INC. t9a1480-faw S
rz o9rze2o D NO[XIANGES 7Hl3 SHEET REcus7RnTmHd2 SERIES 770ALUM.SGD—LM IMPACT �INrALyE�G``
_ �eyt de n�c —_- we A.LY�P7I�II�ER.P.E.
JRft 10/i1Y14 or S(i6710 JAYS 5 +22 PG70130 - D P.EA 58705 -_ -
TABLE 1: TABLE 1A
Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes: Sill Height to Max.(+)DP
for all approved coal( urations on Sheets 2&3 +801.60 psf
� ( pp g ) (Water Infiltration Rating) `
For comerastragal anchorage on 97 or 13S'comer units,see sheet 11 (May be limited by Table 1A) Sill Riser Height (+)Design
Door Unit Height (Flat or Box,see Pressure,pat
Table applies to Glass Types 3, so, w ar gg" Street 17)
3A,6,5A,7,7A,8&SA and 69-7/8'DLO 73-7I8'DLO 79.7W DLO &&7W DO Flush-1412' see note 3
the S#Ie/Astragel Types shown Low-2-1/2' +46.67
below. Anchor Group Anchor Group Anchor Group Anchor Group
Medium-3-1/4° +80.0
A B C D A B C D A B C D A B C D High-4' +60.0
17" Head/Sill C4+1 C4+1 C4+1 C{+1 C4+1 C4+ +1 +1 G+ 04+1 +1 +1 04+ +1 +1 C4+1 SEE NOTES 1-3
24 Jemb a 8 8 8 a 8 8 8 B 8 8 8 8 e a 8
DLO -
_ P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head1S111 04+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1
23" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
v DLO Jamb
6+7 5+7 6+7 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head/Sill C4+1 c4+1 C4+1 C4+1 C4+1 CI+1 C4+1 C4+1 C4+1 C 4+1 C4+1 C4+1 Ot+1 04+1 C4+1 C4+1
29"m 36' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 88 8 B a
a P-hook 5+7 6+7 8+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8
Head/Sill C4+1 C4+1 C4+1 C4+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 OH LENGTH
: 4T ILO Jamb 8 8 8 8 a 8 a 8 B 8 8 a 8 8 B 8
z P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 m
Hea&Sgl C4+2 C4+2 C4+2 CI+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 CA+2 C4+2 = OH RATIO 1
48" a0 Jamb 8 8 a 8 8 8 a a 8 8 B 8 10 8 B 8 0
P hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 0
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 THEN"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A NOM.PANEL WIDTH-7"
3)4",3-'U4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-10 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 BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" as k omplyIng with the Florida
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Building Codo
) woa-tto. 20.0429.09
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= Expiration Date:02117/2025
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Mtamt-Dade Product Control
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Inside
Standard Astragal Outside Comer Outside Corner
Comer
\\\11111I IV
Inside •� p. ... ... 'i
Inside Comer'1 1 Corner Outside ``� `Z` , •����'�
'� •' 1GENg.
Corner
Part 960(Stile) Part 1161(Stile) Part#119(Out.) Part 1161(Stile) _*: No.58705
Part 060(x2) Part#6D Part t160 part#67(Astragal) Part#60 Part#11B(Comer part#120{In.) Parts#31  Part 061
Receiver) (Com.&Fxd Mount)
7VE=F�
MWE o.oebz O�'•, STATE OF C(J
7a DPANDANCHDRAGE ..FR...xrJR 032020 )) NO CHANGES TFOS SHEET. SERIES 770ALUM.SGD-LM IMPACT
et to a t"'� as A.LYNN MILLER,P.E
JR FIN11r-11 ors ® SOa770 AiT.s 6 PQ7D18U D RE.#5e705 -
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601-60
For corner astmfel anchorage on Sir or 135'comer urdts,see sheet 11 (May be limited by Table 2A)
Door lrn0 Height -
Table applies to Glass iypae 4,4A, aw 84' 90" 98' W2' 174' 1
6,GA,7,7A,8 a aA and the 69-7/B'DLA 737/B'DLO 78-/8'DLO 88•/8'DLO 91-7/8'DLO 97-7/8'DLO uch B'DLO 7ncho8'DLO
silwAstragal Types sham below. c rGmup Anchor Group AnchorGmup or Group Anchor Group Anchor Group AnehorGmup I I C 1
A B C D A B C D A B D A B C D A B. C D A B C D A B C D A B C D
CA+ 1 C4+1 04+ 04+1 C4+1 + C4+1 C4+1 C4+1 1 04+1 CA+ C4+1 CA+ 04+1 1 04+ C4+1 CAN 04+1 04+ +1 C4+1 C4+1 +1 +1 C4+1 1 +1 1 C4+
24" l)W Jamb B g 8 8 B a a 8 8 g.[71
8 8 8 8 a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 to
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 6+9 8+8 8+9 6+8 8+8 8+9 g+8 B+9 8+10 8+10 0+10 9+10 9+10 9+10 9+1D 9+10
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 CAN1 04+1 C4+1 C4+1 C4+1 C4+1 CA+1 R C4+1 C4+1 W G7+1 04+1 C4+1-C1+1 CA+1 R.- C4+1 04+1 C4+1 C4+1 04+1
30" pLp Jamb a B 8 8 8 8 8 8 9 a8 a 8 8 8 to 10 10 t0 t0 10 t0 10 10 10 10 10 10 10 10 to
P-hcok 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+g 7+8 7+8 7+8 6+9 8+9 8+8 99 8+9 8+9 8+8 8+9 8+10 8+10 Flo 9+10 9+Io 9+10 8+10 B+1D
Headlsl0 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+11 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 &+- C4+1 C4+1 CA+1 C4N CA+1 04+1 C4+1 C4N CA+1
36- 2r Jamb a 8 8 a 8 8 8 8 8 aB g a 8 8 10 10 10 10 10 10 10 1D 10 10 10 10 .10 10 16 10
DLOP-hook 8+7 8+7 6+7 6+7 7+6 7+g 7+g 7+8 7+8 7+8 7+8 7+9 7*8 7+8 7+B 8+9 8+9 B+0 a+9 8+9 g+9 g+9 8+9 9+10 9+10 8+10 9+10 9+10 9+70 9+70 9+70
a Head/S0l 04+1 C4+1 CA+1 04+1 04+1 C4+7 C4+1 04+1 C4+1 C4+1 1 C4+1 C4+1 C4+1 C4+1 C4N CAN CA+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 CA+1 04+1 04+1
05+1 C5+1 04+1 CA+1
i 4Y U Jamb 8 8 8 g 8 B 8 g 8 8 g 8 g 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10
phook g+7 g+7 g+7 gr7 7+8 7+8 7+6 7+8 7+8 7+g 7+8 7+8 7+8 7+g 7+8 8+B B+9 8+9 8+0 Br9 8+8 8+9 8+9 8N0 8+10 8+10 9+t0 9+10 9+70 9+10 B+70
Hesd/SIII C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 2 C4+2 C4+2 C4+2 C4+2 C4+2 G+2 C4+2 C4+2 C4+2 C5+2 CSr2 G4 9 CA+2 C5+2 C5+2 C5+2 C5+2 C8+2 C6+2 C5+2 C5+2z 48' DLO Jamb a 8 B 8 8 B 8 g 8 B 8 10 g g 8 10 10 10 t0 10 10 10 10 12 10 10 10 12 10 10 10
P•o0k6+7 6+7 6+7 6+7 7+8 7+B 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 Br8 BrB 8*9 8+9 8+9 8+99r10 9+10 0+10 8+109+10 9+10 9+10ad18N C4+2 C4+2 C4+2 C4r2 C4+2 C4+2 C4+2 Cd+2 C4+2 C4*2 2 CA+2 C4+2 G+2 C4+2 C4+254" [)IA Jamb 88888888108it 10Ba8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7.9 7+8 7+0 7+B 7+8 7+8 7+g 7+8 7+a Notavailable in these sizes
FleadiSiB 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 2 C4+2 CA+2 C4+2 CAr2 C4+2
D1O8 8 8 8 10 8 a 10 a a B
P•hcok a+7 5+7 0+7 0+1 7+8 7+8 7+8 7+8 7+8 7+8 a 7+8 7+8 7+8 7+8 7+B
FOR EXAMPLE ON USING TABLE,SEE SHEET a. DLO WIDTH=
NOTES: NOM.PANEL WIDTH-T'
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-112"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 MAX Sill Height to Max.N DP OH LENGTH DOOR UNIT HEIGHT-10.125"
(NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A (Water Infiltration Rating)
3)4,3-1/4"AND 2-V2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" Sill Riser Height PANEL HEIGHT=
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Flat or Box,see (+)Design DOOR UNIT HEIGHT-1.886"
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) pressure,psf = 0' OH RATIO 21 —PRODUCT REVISED
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-1/2' see note 3 0 Build mng Code
NOT the Flodaa
NOT RATED FOR WATER INFILTRATION. I�tv-21/2° +46.67 RCAA-No. 20A429A9
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-31/4" +50.0 Expiration Date:02-f712025
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4' +60.0 By.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE OH LENGTH
INSTALLED. SEE NOTES 1-3 OH RATIO=ail HEIGHT A81am1-Dade Product Control
THE FOLLOWING S71LE&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 Lackstile@Jamb Straight Astragal Lockstile@ so-Astragal Lockstile@ 135'Astragal Lodcstile@
Amembty StralghtAstragal Assembly 90-Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavyrluty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutySL7e Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Outside CoInside
Comer
Corner
t l u..1.1.
...
Inside � \��� QC1Y..A1N I,
Coe Outside �1GENSF ��`
m
Inside Corner Corner _
Part#61(Stile) Part#51(St le) parttl119(OuL) Part#61(Stile) No.58705 —
Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#62 Part#118(Comer Parts#31  Part#61 _
Part#120(In) _ O to
Receiver) (Lam.&Fxd Mount)
w`
1010 MSON OLOGPDRIVE a.ubta ���'.• STATE OF '6
xv4�9rr~FJ 9rrTs DPANDANCHORAGt: %,t�` '•`.ioalDP.• �-
,,,,r ,; g SERIES 770ALUM.SGD-LM IMPACT ��r'sS,/0MAt t�NG�`
JR 03/2620 D NO CHANGES THIS SHEET. a,mraeee aarc sae 0e.aora ar A LYNN MIIIER•P.E. _
-- -
--
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved conliguratlons on Sheets 2&3) Maximum DP shown below SIII Height to Max.(+)DP
For corner astragal anchorage on 9D°or 135°corner unite,see sheet 11 (May be OmBed
by Table 3A) (Water Infiltration Rating)
Dear t Hewd Sill Riser Height
Table applies to Glass lypes 4,4A, air e4 So" ss" 02" 108 (+)Design
6,6A,7,7A, 8&8A and the 69-7/8,DLO 737/B° LO 79-7/8' O 85-7/9'DLO 91-7/8"DLO 97-7/ DLO (Flat or Box,sea Pressure,Psf
St#pJAstlagal types shown below. AncharGioup Anchor GroupjDjA
Anchor Anchor Group Anchor Group Anchor Sheetl7)
A B C D A B C I B I C I D I A B C D A B C D A B C D Flush-14/2" see Irate 3
De Pressure +/-90.0 + psf +F7 0 f Low-2-10 +46.67
17° Head/Sie C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 Gi+1 C4+1 C4+1 colt C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+f C4+1 C4+1 Medium-3-1W +60.0
�" DLO Jamb B 8 B 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 1D 10
High-4° +110,0
P-hook 8+7 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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3
Design Pressure 1 +1-90.0 psi +/-82.5 psf +/•75.0 pst
- - 3D M. Head1S(4 C4+1 04+1 C4+1 04+1 C4+1 CA+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 Got C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1
$ DLO Jamb 8 8 8 8 fl 8 B 8 10 8 8 8 10 B 8 8 10 10 10 10 10 10 10 10
P-hoak 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
Design Pressure +/9D 0 psi +/82.6 psi +/-75.0 psf
or HeadlSgl C4+1 C4+1 04+1 CA+t C4+7 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 Gi+1 C5+1 C5+1 C4+1 CA+1 C5+1 C5+1 C4+1 c4+1
iaa ° DLO Amb 10 8 8 8 10 8 8 8 10 B 8 8 12 1D 8 8 12 10 10 10 10 10 10 10
5 P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 t 7+8 1 7+8 1 7+8 1 7+8 1 7+11 7+8 1 6+9 8+9 B+9 8+9 8+9 1+9 1 8+9 1 8+9 8+9 8+9 8+9 1 8+9
E Des/gn Pressure +/-90,0 PS f +/-825 Psf +/-7&0 psf I
3•+`" Hsad/Sgl C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C6+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 tI-- OH LENGTH +'--
42" DLO Jamb 10 8 a 8 1 10 1 8 1 8 1 8 1 12 1 10 1 B 8 12 10 8 8 12 1 10 10 10 1 12 1 10 1 10 10 S
P-hook 7+8 T+8 7+8 7+8 1 748 1 7+B I 7+fl 1 7+8 1 8+9 1 8+9 18+9 8+9 8+9 849 8+9 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 I B+9 8+9 O
Design Pressure +Ago.0 psi See Note A +/$25 psf +/-75.0 psf X OOI OH RATIO 21
41" HeadISW C5+2 C5+2 C4+2 CA+2 C5+2 C5+2 05+2 C5+2 C5+2 C6+2 C5+2 C5+2 C6+2 C6+2k+2Cr,+12C6+2 C6+2 C5+2 C5+2 C6+2C6+2 C6+2 C5+2DLO Jamb 10 8 8 B 12 10 8 B t2 10 8 B 14 12 14 12 10 10 14 10 10 10
-hock 7+8 7+11 7+8 7+8 8+9 8+9 8+9 8+9 849 8+9 8+9 B+9 9+10 9+109+10 9+10 9+10 9+10 9+10 9+10 9+10 9+1NOTE A+1-90.0 PSF FOR GLASS T6,6A 7A 8&SA; +187.1 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. 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 DLO WIDTH=
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANELWIDTH-7"
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4-,3-1/4-AND 24/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12"SILL IS NOTAND DOOR UNIT HEIGHT-10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN PRODUCT REVISED
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA as comp tin with the Florida
PANELHEIGHT= Building odo
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, DOOR UNIT HEIGHT-1.865" NOA-No. 20-0429.09
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Date:02/17/2025
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. By_I sir-7 I
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Nltaml Dado Product ControlTHE 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 Straight Astragal Lockstile @ 90'Astragal Lockable @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStiie Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-dutyStlle Heavy-dutyStOe
Heavy-duty Astragal Out,_sid.e Come.rrj Outside Inside
`�L Gilmer Come
sstnurr�
Corner Outside `. Y LYAt
Inside �` �pl •, N, ,
Insidelde Ca Comer ����.•' V�CENSC•,C�
Part#61(Sill Part#61(Stile)
Part#61(x2) Part#61 Part#61 Part t Part#61 Part#118(Comer Part#119(Out.) Parts#31  Part#61 ;1k: No.58705
Part#58((AsAstraa gal) Part#i2D(In.)
Receiver) (Corn.&Fxd Mount) _„O p Z•`
w�10771 7E07WDLOOYpRNE ai.uperr %0��., S ATE O
14tENfCFf.3= DPANDANCHORAGE %c�`S,'•F�oRiDP..'\�:
JR a`"ovterto p NO CHANGES THIS SHEET. SERIES 770ALUM.SGD-LM IMPACT
er:aor one ® a'�4t mre °iQ a1 tit a" A LYNN MILLER,P.E.
JR 10/f0/f4 8GD 77D �1i . 8 +,W MT0130 D - -- P.EA owns-
NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"W'CLUSTER
SEE JAMB (9)P HOOK ANCHORS, SEE"CS"CLUSTER MAX.UNIT VNDTH SEE"C5"CLUSTER DETAILS, DETAILS,SHEET 10
SPLICE REQUIRED oQ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FORASTRAGAL
:� EXTERIOR REQUIRES"C6" SHEET 10 FOR INTERLOCK
NOTE, PLANE)SEE TABLE 2,SHEET 7 INTERLOCK 24"MAX.O.C.
POCKETS CLUSTER,SEE
THIS AND 48"NOM. DETAILS,SHEET 11 x x
SHEET ";. SEE POCKET (10)P-HOO x K r-__---- _ x PANEL WIDTH x x WMAX
' x JAMB MOUNTING I z x x x x x----r
;:_•r INSTALLATION, ADAPTER 1 6"MAX. x
�^ x z x x x x xx x x x x
=` THIS SHEET ANCHORS MIDWAY j ioi L 3"MAX
• &SHEET 14 BETWEEN P-HOOK i °i 4 PAIRS OF
•� ANCHORS&AT 3" i x=FRAME x ANCHORS
FROM TOP& i 14"MAX.O.C. i 10 _ ANCHORS 96 - (TOTAL 8 - -- — -
�''-"'-t BOTTOM 1 o a �, , °� o UNIT 21"MAX ANCHORS)
4.051" "MAX.TO OPENING 12& I I I !0 O o=P-HOOK HEIGHT O.C. PER JAMB
EDGE OF POCKET SEE 1 o I I ! ANCHORS z x� (SEE JAMB
INSTALLATION 1 o ad 0 ,o�1a—MAx.O.C. Z DETAIL
DETAILS'Jc'&'KG', a 01' I I m o=P-HOOK BELO"
END PANEL SHEET 14&PART i m ®� I°i MOUNTING x
24"MAX ANCHORAGE DETAIL5'J'&'K, I � iO., 1- 3"MAX ADAPTER
(2 ANCHORS) SHEEP 19 FOR aj I_I i ANCHORS
O.C. P-HOOK L-----s_MAX_ _ x END PANEL
'ANCHORAGE ANCHORS END PANEL x' � x xx z x x x x xx x . x' x x x 6"MAX. ANCHORAGE(SEE
ANCHORAGE x' x x x x . x' SKETCH BELOW)
(SEE SKETCH BELOW) ^+2" '+2° �"r-2." ANCHORAGE AN
CENTERLINE B"MAX•TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL I 2.W
24"MAX EXAMPLE•5-PANEL 2 TRACK 90"OUTSIDE CORNER-DXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 46"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET B) 6„ SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
.I 1)APPROVED ANCHORS:SEE TABLE A,SHEET I END PANEL ANCHORFXCEPiION, N"ANCHORAGEONLTI: ANCHORS MAY BE ADDED
i— 2)ANCHOR LOCATION SPACING FOR ANCHOR D1CLUSTE T BE AS NEEDED TO ALIGN THE
f QUANTITIES SPECIFIED IN TABLES 13.SHEETS 6-B: CLUSTER TO S-► EXTERIOR HEAD OCCURS
SILL IF A SPLICE
CENTERLINE OF u•O.C,OR LESS-1 21" OCCURS AT THE P-HOOK.
MOM. •% INTERLOCK HEAD&SILL:WNW.FROM FRAME CORNERS. MAX,
PANEL - USE SPECIFIED CLUSTER FROM APPROPRIATE O.C. PRODUCT REVISED
SEE"C5"CLUSTER m aomplylng with the Florida
DETAILS,SHEET 10 TABLES,SHEETS 6 B AT EACH INTERLOCK AND
WIDTH cFNr°aneeoFEWPavrt Building Coda
FORINTERLOCK STRAIGHTAND CORNER ASTRAGAL LOCATION, ANCHORS AT THE N➢DPOINTOF END PANELSAREONLY NOA-No. 20-0429.09
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXTANCHOR M-6C Explrnttanoatm02MT/2025
"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL CWSTERISOVER24.OTHMMSEARCHORSARENOT
77 ADDITIONAL ANCHORS ZVO.C.MAXIMUM. REQUIREDAT THE MIDSPANASPER THE FIGUREABOVE: 6"MAX or. I.-,r•<.,•,•>
3.&' Nllaml-Dade Product Control
>01 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-HOOKANCHOR DETAILS ON SHEET 14. FRAME JAMB
ANCHOR PAIR
REQUIRES "ANCHORAGE SEE"C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
CLUSTER,SEE F DETAILS,SHEET 10 OF ANCHORAGE
• DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 9"
INTERLOCK ASTRAGAL
i 4.051" I 3.5" I MAX.
• � t
se
EXTERIOR CENTERLINE „+2"ANCHORAGE CENTERLINE "+2"ANCHORAGE CENTERLINE = No.58705 *_
OF PANEL 3 OF PANEL a �OF PANEL 5
2z '?:ur,
SEE SHEEP 11 FOR OTHER INTERMEDIATE ANCHORS c
� ' �-
lORITEdAIQLOGYDRLVE d'° O•'. STA OF
K��. ANCHORAGE SPACING A EXAMPLE PLANSFioraDP.•
zsS,�•-.....
JR o325aa D NO CHANGES THIS SHEET. "imv� SAES T!D ALUM.SGD-LM�IMPACT � '.�, I
A LTNry lbILtrte,P.E.
- --
JR 1'67W1� ___ _ _.SGO.7l0 -_ ___S_-8 w' -_ - __PGTO130 __ _.-D._-_-.---__P.E.*50705--—____'-—
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DING.
INTERLOCK_IF NEEDED INTERLOCK_j CONDITION,USE INTERLOCK IF NEEDED 2.04" 2.04"
CENTERLINE 1 CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
1.75" ✓ 6"DIAG.
1.75"
1 7° W7"
3.5"4 21„
D G. MAX'
If
O.C. WOR
2.04" 4" 4" 21„
1 $ f 5.g4" MAX.
DfTERIOR 3'S„ 7" ExrERtoR 4"DIAG. �� 7"0#2.0
O.C.
am
2 TRACK FRAME HEAD/SILL v 2 TRACK FRAME HEAD/SILL V 6"MAX.
2 TRACK FRAME HEADISILL
0-ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"05") ANCHORS ARE REQUIRED,"06") ANCHOR PAIR 6"M]A�X
I 4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK�IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK-1-IF NEEDED '-✓ ANCHOR PAIR
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 3.6" EXTERIOR„
3.5" � 3.5" T'
ANCHORS MAYBE INSTALLED
21" EITHER IN THE EXT.OR INT.
0a4-108"
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
408" O.C.2 04° NOTES:
1.ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
7EXT�IEIR,IOR T' 4"DIAG. EXTEERIOR 3.5" ALLOWED.
v 3 TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL V 3'M 6"MAX. 2.FOR HEAD NC SILL SPLICE
3-TRACK FRAME HEADISILL LOCAT10NS1ANCHORAGE AT
Cal ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK M ASTRAGAL OR INTERLOCK P-HOOKSEE SHEET 9.
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB
ANCHORS ARE REQUIRED,"OV) ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6-) ANCHOR PAIR PRODUCT REVISED
FOR SPLICED an eomplyIng with the Florida
SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE Building Code
ASTRAGAL OR }� (FOR SPLICE CONDITION,DO NOT CONDITIONS ONLY: HOA-No, 2"429.09
INTERLOCK— IF NEEDED INTERLOCK INTERLOCK USE THIS DETAIL)
CENT ERLIy CONDITION,USE SPLICE LOCATION Expiration Oate:02/1717A25
t CENTERLINE I CENTERLINE
"C6"CLUSTER DETAIL) IF NEEDED
+- 1.75" 3.5" 3.5" 7" 3.5"
�--- 3.5" Mlaml-Dade Produo,Control
2.04" V DIAG. 2.04" 4"DIAG. 2."'
2,04" 5.37"DIAG. 4"DIAG.
4.08"
1 2.04"
4"DIAG.
EXTERIOR EXTERIOR T� EXTERIO 3.8' `�.� Op1Y LYN/y
-� 7" 3.S'
n� a:• l\CENSF'•��
,V 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL � 4-TRACK FRAME HEADISILL
0ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK �*: NO.68705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6')
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS') WITH&WITHOUT SPLICE CONDITION 0'• �� of
M. O ��
td O` 34M ANCHORAGE EXWPLECLUSTERS %� ',FtO .
2�`
-- (Bff11t(Ff60a i��s .,•RID
are r�eaLsmettaHerm�d SERIES 770 ALUM.SGD-LU IMPACT NA�Er:�``�
JR a3 wo D NO CHMSES 7MSSHEET. o.yrta,e auee rote eswra w,c rr 111`` _
AL AIIVMA LE�P.E -
o..nA: _---
2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" '4.1"ANCHOR
INTERIOR INTERIOR 7"
4"DIAG. 4"DIAG. 8.94"
8.12" 8.12" 3.5" 3.5"
INTERIOR 90 3. � 9D 3. '� INTERIO 1 ° INTERIOR 1 °
CENTERLINE
NTERIOR pt7ERIOR 4"DIAG. 4"DIAG. OF PANEL
3.5" 4" 3S° 4" 3.5" 07,
42"ANCHOR
2.04 2IX RIB 2.04" PRIOR 2.04" W.M. q" 2.04"
2.04° q°DIAG.
90°CORNER 90"CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3.5'
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE
ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,"96") ANCHORS ARE REQUIRED."M ANCHORS ARE REQUIRED,"CS") �OF PANEL
4.08'
INTERIOR INTERIOR
IXTEwOR 4.08° "+1"ANCHOR "+3"ANCHOR
4° 7.41"
INTERIOR 3.5" INTERIOR
90' 7° 135° EXTERIOR 2.=4'-" - 4"DIAG.
3 31 Z
.5"
4.08" 4.08" T, 7"
5.37" G. — 01
5.37"D AG. CENTERLINE
CENTERLINE OF PANEL
3.5" 4 OF PANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR 4" EXTERIOR 7 3.5" 4" 1NrER1oR ON "+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT
7„ INT E IO R ALL
90°CORNER 135°CORNER VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 15
("C6"ANCHOR CLUSTER REQUIRED ("0"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) ATALL 3-TRACK CORNERS) I 4"DIAG. PRODUCT REVISED
as eomplying with the Florida
BuIldiINTERIOR 6.12" INTERIOR 2.04" KOA-ng Code
NOA-No. 20.0429,09
k204-. 17' 3.5" Expiration Date:0211 7/20 2 5
4" EXTERIOR INTERIOR 5.88" � OFCE gNE INE BY._I c,—;I.C/,s.
Mlan"ade Product Control
INTERIOR 90 135° "+3"ANCHOR
T.
6.12" 4"DIAG. 6.12" 3.5" 4•r"
7' EXTERIOR
2.04" 3.6, 4„ 4"DIAG. 3.6'
FxTER10R 7" EXTERIOR 4" 2.04° I CENTERLINE `.��\ANY LYNN��'•,.
90°CORNER 135°CORNER �OFPANEL
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL
4--TRACK FRAME HEAD/SILL
C'O'ANCHOR CLUSTER REQUIRED CLB:'ANCHOR CLUSTER REQUIRED 58705
_
AT ALL 4-1RACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT _E} No.
NOTES: (3-TRACK SIMILAR) +� QLy
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 107DyqOyOpy Yp pm sot b �� �/
2.DETAILS DEPICTANCHOR QUANTITY AND SPACING,AND WOULD BE M V1EM=FL1CA3 ANCHORAGE,EXAMPLE CLUSTERS O� 8T TE
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. fugma-fma N. �,rs'•..<OR'R---•'
JR o321iRD p I No CNrwcEs7MSSr+eET: A710I'!* SERIES 770ALUM.SGD-LM IMPACT �ONAL�'�.`,S\,
_ \
JR6�14 SL?D•FID _ IYTS •2Z PGTO130 A LY�INIAd1.l.EIL1 W.E
-- _D --- - -_> PEAS1T705 — --_-�—.--- --_
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 SHEET 1
SEE TABLE A SHEET 1 SEE FTABLE A SHEET 1
EXTERIOR r 2-1/16"• 2-1/18°' 2-1116"• NOTES:
1/4" 1/4' 1.ALL DIMENSIONS
G7 rMAX. IXTERIDR r MAX. MAX. SHOWN ARE BASED
7 1 SHIM o 1 SHIM EXTERIOR SHIM ON MIN.ALLOWED.
EMBEDMENT: j 2.METAL OR WOOD
SEE TABLE A, J SUBSTRATES MAYBE
SHEET 1 USED FOR ALL FRAME
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYPES PER TABLE A,
2X WOOD SHEET 1. -- - - - - -—
TYP.,SEE ANCHOR SEE AN
NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR- - SEE ANCHOR NOTES -
NOTE 3,SHEET 1-- &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
ja 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C.IS
WOOD INSTALLATION ®WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL)
ORB (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
SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) 1 SHEET 1 1 SHEET 1 -
_L (1/4"MAX. ;. r: 1 (1/4"MAX) T
EXTERIOR EXTERIOR EXTERIOR t
�j EMBEDMENT:SEE
2A
<2 2-1/16"• �2-1/18"• TABLE A,SHEET 1
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
®2-TRACK FRAME SILL \W �E SILL BILL
� CAWOOD INSTALLATION WOOD INSTALLATION METALNSTALLTION
EMBEDMENT:SEE PROULICT REVISED
TABLE A,SHEET 1 as complying with the Florlda
Building Code
EMBEDMENT:SEE NDA-No. 20-0429.09
TABLE A,SHEET 1 EDGE DISTANCE: Expiration Bate:02/17/2025
SEE TABLE A, By; IV--,I.
EMBEDMENT:SEE 1 METAL TYP., SHEET 1 Miami-Dade Product CoM»1
TABLE A;SHEET 1 —� S EDGE DISTANCE: SEENOTE 4,NCHORSHEET 7
2X WOOD EDGE DISTANCE: 2X WOOD SEE TABLE A,
TYP.,SEE ANCHOR SEE TABLE A. •YP SEE ANCHOR SHEET 1
NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1l16"
SMS ANCHOR TYP.,
2-111W• SEE ANCHOR NOTES
WOODANCHORTYP., &TABLE A,SHEET I
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS X i 1 I i I I
&TABLE A,SHEET 1 BEYOND THE �`
EXTERIOR - `
�-•� EXTERIOR EXTERIOR METAL ��OtyXGEM$ry��C
"C✓ 114"MAX.SHIM �I+- F.,•'!
�. 1!4"MAX.SHIM -+A I-.- SUBSTRATE � Q':' •;
1/4"MAX SHIM 1►- No.58705
K FRAME
K FRAME
JAMB
WOOD INSTALLATION B NSTALIATION WOOD INSTALLATION B NSTALLATION \_hv/METAL INSTALLATION 7
EO
N. fl.30M ANCHORAGE DETAILS '�(<` •'•:°<ORID'P.•'•���: .
JR — I Q nro CHNVf3ES THIS SHEET. REQrstRtTroJtl� SERIES 770 ALUM.SGD-LM IMPACT
® aN.reft m "l S7 mtad rYwr2e- 22- 1
a r a w 13 = D P.Easeros
INSTALLATION DETAILS EMBEDMENT%SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE 1.AL DIMENSIONS
CONCRETE CONCRETE P
EE TABLE A.SHEET 1 CONCRETE SEE TABLE X SHEET 1 SHOWN ARE BASED
PER TABLE TABLE A SHEET 1
A,SHEET 1 2--116"` PER TABLE "1XCONCRErE
PER TABLE 2_1/16"` ON MIN.ALLOWED.
A,SHEET 1A,SHEET 1 1/4"
EXTERIOR •; ;;:"::;'�•�..._• ..,, ;.r,:..�;. :�::t.: Y.y. •DIAGONAL O.C.IS
" ;.:;•;. ; t }' <: -:`:l : MAX
•"'` ••: .'•::.:•: ;- r.• a •. ... '-.. r MIN 4°(HEAD&SILL)
1 SHIMOR S"(JAMB)SEE
EEB AB A EDMENr 1/MAX. �RIMAX. 0&AILS.SHEETS
lie
SHEET 1 SHIM SHIMPROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SEC ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,.
WOOD BUCK TYR,SEE SEE ANCHOR NOTES&- .WOOD.BUCK TYP.,SEE- SEE ANCHOR NOTES.& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,-SHEET i TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
INE HEAD 3-TRACK IN NCIN �CONCRETE INSTALLATION CONCRETE INSTALLATION COCRETEE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5,SHEET NOTE 5, NOTE 5,
1(1/4"MA)Q SHEET 1 SHEET 1
- 1 (1/4-MAX) o• w (1/4"MAX.)
}� - "• •'-
EXTERIOR 1 - 'i yt.J. •�' '.ice ^'i E)ER R
2-1N8"` 2-1/18"• + CONCRETE
2-1AS"• PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A.SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A.SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1
2-TRACK
ILL � NCCK EN CIE SILL
CO CONCRETE INSTALLATION CONCRETE INSTALLATION ME SILL W CONCRETE
EMBEDMENT:SEE
TABLE A,SHEET 1 —� PRODUCT REVISED
an comp�1yyNg with the Florida
EMBEDMENT:SEE . . Building t`ode
TABLE A,SHEET 1 —'1 EDGE DISTANCE: HOA-No. 20-0429.09
EDGE DISTANCE , �
PROPERLY SECURED SEE TABLE A 'atlon DaW.'A2N712025
IL,,•••_ I.c�••,
EMBEDMENT:SEE CONCJCMU ANCHOR SEE TABLE A, SHEET 1
1X WOOD BUCKTYP., Mlaml Dade Product Control
TABLE A SHEET 1 --�.. TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, •"'
:..::
EDGE DISTANCE: NOTES&TABLE A, SHEET 1
PROPERLY SECURED u•: SEE TABLE A, SHEET 1 .e:2-1/16"
IX WOOD BUCK TYP., SHEET 1
SEE ANCHOR NOTE 3, CONCJCMU ANCHOR i'2'1)16"
SHEET 1 _ TYP.,SEE ANCHOR
CONCJCMU ANCHOR 2-1/18"` PROPERLY SECURED NOTES&TABLE A
1X WOOD BUCKTYP., ;ti SHEET 1
TYP.,NOTES
SEE ANCHOR SEE ANCHOR NOTE 3, CONCRETE
NOTES&TABLE A, CONCRETE :�; OR CMU tlllllll�i
SHEET 1 CONCRETE SHEET 1 OR CMU EXTERIOR i;; PER TABLE
EXTERIOR PER TABLE ........•..M
OR CMU EXTERIOR .r �7� A,SHEET 1 `` �`�•.•
I PERTABLE A SHEET 1 �J F ;�F
01)4"MAX.SHIM -+1�
A,SHEET 1 1/4"MAX SHIM Ff
1l4°MAX.SHIM I__ _�: No.58705 •: �_
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB da 4-TRACK FRAME JAMB G r
CONCRETE/CMU INSTALLATION \H�z CONCRETFJCMU INSTALLATION Ic CONCRETE/CMU INSTALLATION (7
Q
rpfo7EoalanaraRlve
i�YEYtpEli�Ai76 MCHORAGEDEMLS -
a� frtrassRAlaNr a L
OHAGSHISSHT SERES770ALUM.SGD-LMIMPACT
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want sam ton13- 22-- P
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a... Am _____D=-
—=—aGa7ro-=-= - —= OT0130-_- essaro5
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INSTALLATION DETAILS
NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT % DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION :•, CONCJCMU ILLUSTRATIVE
o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 ANCHOR NOTES& TABLE A,SHEET 1 FOR
,..
:.
SEE TABLE A, � (ALSO SEE TYP. �'•': i TABLE A,SHEET 1 ALLAPPROVESUBSTRATES.
_ --
SHEET 1 ILLUSTRATION,SHEET 9) '.,.:;.L:'.. •;'. s 1-1/4"MIN.EDGE DISTANCE -- ---
EDGE DISTANCE.SEE .:,' t EXTERIOR 3.SEE TABLS 1-3.
TABLE A SHEET 1 EMBEDMENT: •'. • • n
r p;'`' 2� V SHEETS 6$FOR
a.:>:..: .:.:,. REQUIRED P-HOOK
SEE TABLE A „�R;;•;•:•. .-,.. P-HOOK MOUNTING
28 :`:''..•..::: '-e'. .+;i:: AND P-HOOK
EXTERIOR SHEET 1 r=;: :;•� ;.•,.::a ADAPTERCONCJCMU
PHOOK WOOD ANCHOR TYP., 11 ',' D'',{•.'•%'•;:.,,. ;:; ANCHOR TYP.,SEE MOUNTINGADAPTER
V '"'''' ' r ANCHOR QUANTITIES.
SEE ANCHOR NOTES P-HOOK �•:••• ti••-•"'.'.:•:r-.•...- 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
h+ PARTS#18,#20,#22 OR#24, Jc PARTS 918,#20,922 OR 924,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN.
(SEE TABLES%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 EMBEDMENT:SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1; TABLE A,SHEET 1 ADAPTER SMS CMU PER TABLE TABLE A;SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS ANCHOR TYP.,SEE ANCHOR NOTES&TABLE
A SHEET �:..;.,.. a :r. ::'.-,.r:
BEYOND THE METAL ANCHOR NOTES ;:,..;..z�.;:.`•-.:;;;•:; •,•: .. . A,SHEET 1
SUBSTRATE &TABLE A,SHEET 1 ie'•- :.•s:; !:�•":; ALSO SEE TYP.
r_ 04G
( PRODUCT REVISED
ALSO SEE TYP. EMBEDMENT: ,;•*:. r:_;• :`•::':•t;.
( SEE TABLE A, , .• ILLUSTRATION,SHEET 9) as compt$na with the Florida
ILLUSTRATION, :;:r:ir:.::`.••. ,_.,,>. Building Ooda
SHEET 1 f,N r•••. NOA-No. 20-0429.09'
EMBEDMENT: SHE[T 9) .;•:'r.: w:: Expiration Dates 02177/2025
SEE TABLE ADISTANCE:SEE ro+ •`::`` ^�:- i
SHEET 1 TABLE A,SHEET 1 :"','.•:'"!' r": :' 1-1/4"MIN.EDGE DISTANCE or.
_ Fw z r %•".4
30 Mlamf-0Dade Product Control
3D t
P-HOOK SMS ANCHOR TYP., ocrewoR P-HOOK CONC./CMU FxrERIOR
SEE ANCHOR NOTES ANCHOR TYP.,SEE 1 L
&TABLE A.SHEET 1 ANCHOR NOTES&TABLE VV
(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)
\tUt n tli rr�i
®P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS
w PARTS#19•#21.#23 OR#25, Kc PARTS#19.#21,#23 OR 425.
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ;
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A 2A&3A MOUNT
ONLY = No.56705
ONLY
FOR WATER RATINGS) FOR WATER RATINGS) - n '• �''
:�o . ��:
0 STATE O
10M7ECWA%.00YDRAE ,.O p _
lit(VRM F.M ANCHORAGE DETAILS - ,c<`3•.<ORtOP,.•:��� .
JR0 "mwo lm*Dk'-1 NO CHMGES THIS SHEET. SERIES 770ALUM.SGD-LM IMPACTor.am
serene am m.e a®row rw: A..LYNN MILLER,_P.E.
JR >'df4N< ore ___PUT_____- -_-SGD- w__TAW-=3'•{--<t_T2___ ____.-FrGlD130-`-=D'--__-____P.EY5W'OS
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'&'Ad, WIDTH INTERIOR
SHEETS 12&13
NOTES: FJ(TERIDR
1)SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS 90°
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
TABLES,SHEETS"FOR MAX PANEL TYPE TYPE PANEL CORNER DETAIL'NZ
PANEL HEIGHTAND WIDTH.SEE - TEE - QS- AS' TEE- - SHEET G&CORNER -
A, ANCHORAGE SHEEP 11
SHEETS 18&19 FOR SECTION
NOM. MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX. , PANEL / MAX HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL WIDTH L YP. / DLO PER 'M',SHEET 19
2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE,LOCKING INTO 1-3
KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 1�
ORASTRAGAL. p JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE � X 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X 'GW&'Ge,SHEETS 12&13
COMBINATIONS PER DP/ANCHOR
jA
TABLES. DLO WIDTH=NOM.PANEL WIDTH-7"
SILL DETAIL'D',SHEET 18;
90^ DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XXM PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
'DW&'Dc',SHEETS 12&13 SILICONE HOT-MELT BUM
STRUCTURAL
SILICONE
SILICONE STRUCTURAL 5/16"NOM.
BY OTHERS POLYISOBUTYLENE UV ROM. FOAM
WITH DESICCANT WITH
• DESICCANT
EXT.GLASS ELT.GLASS
#8 X 1"
#10 X 140 PH SMS as omplI�+��ODUCT REVI he F
PH SMS INT GLASS INT GLASS Building coaawi�the Florida
No"m 20-0429.09
,z+ KODISPACE 4SG TPS 0 SUPER SPACER@NX m Ezptratron Dater 02177/2025
Bty _I s,...z
ALUMINUM NBa ni-Dada Product Control
*OAM
EMENT pOLY1S0• DESICCANT FILL AREA
BUTYLENEVINT.
5H6'NOM.
PANEL CORNER FRAME CORNER SEAL
DETAIL DETAIL BUTROLL FORMEDLICONE SEAL
DESICCAINLESS STEEL
F
F_X'r.GLAS
Pert# Description Material EXT.GLASS I1 r r r
124 Kommerling 4SG TPS Sparer System �.`� ��Y LYNN 'Ile
126 Quanex Super Spacer nXTwith Hot Melt Butyl See this �D �� '
Sheet for ASS .•' \CENSF'•.C�
126 Quanex Duraseal Spacer" GLASS 'Z QI :FP
Materiels No.58705
127 Cardinal XL Edge Spacer +ze DURASEALO SPACER +z7 XL EDGE7aSPACER -'¢
REFERENCE TEST REPORTS:FTL-8717,e966 8 8970 ^-O VA-ITE
Z•o��OIM 7EpWOLOGYDRIVE O1 " - %�� F
ALV6dCFFL JC178 ANCHORAGE DETAILS/EXAMPLEELEVATIO %'PFS;•.FCORIDP.•'G\�'�-
ra oa�arzo D No c/ravGES Tars sNEEr AT SERIES 770ALUM.SGD-LM IMPACT 111,1A1L``
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CON FIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
/''M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
' —INSTALLATION DETAILS'GW&'Gd,SHEETS 12&13
EDJAMB OETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET
HEADER DETAIL IN,SHEET 18; MAX.
LLLSHEET 18;INSTALLATION DETAILS'L7'& 18,INSTALLATION DETAILS INSTALLATION DETAILS Aw'&Ad, WIC JAMB DETAIL'G3',SHEET
DETAILS'GW&'Gd, L2,SHEET 19 Aw'&Ad,SHEETS 12 8,13 12&13 TyP 18;INSTALLATION DETAILS
SHEETS 12&13 90° 'GY/&'Gd,SHEETS 12&13
PANEL PANEL PANEL PANEL (SHEETS
,
TYPE TYPE TYPE TYPE PANPEEL PANEL PANEL PANE Io o
R' L' D' A' A TYPE TYPE TYPEK `a Iz INTERLOCK DETAIL -MAX 'CS' 'QS' MAX. 'M',SHEET 19—
NIT
NIT
- PANEL / HEIGHT SILL DETAIL NOM HEIGHT ' 90°OUTSIDE CORNER
/ VN0T7i TyP / / PER 'D',SHEET / PANEL / PER DETAIL'N1%SHEET 19&
MAX SEE TABLES MAX / SEE CORNERANCHORAGE
PER WIDTH TYP. TABLES
DLO TABLES 1 3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 13 SHEET 11
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1.3 SHEET 15 INTERIOR
,-, <,, Del SHEETS
12' LL
ba NOM.PANEL
O X X X SHEETS d' �—L&13, x x x J WIDTH TYP.
SEE FRAME 8 MAX.UNIT WIDTH SILL D�ETNL'D',SHEET 18;-� `I MAX.UNIT WIDTH PER TABLES
PANEL CORNER AMPLE:OXXX INSTALLATION DETAILS MAX.MAx•UNIT WIDTH
CONSTRUCTION
DETAILS SHEET 15 2( TRACK) 'DW&'Dd,SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX=(27TRACK)
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 I JAMB DETAIL DETAILS'IW 8
SHEET 1
LZ,SHEET 19 INSTALLATION .
�^1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13 HEADER DETAIL'C',SHEET
u 'HEADER DETAIL 1 - 18;INSTALLATION DETAILS
�JAMB DETAIL'H2',SHEET P-HOOK DETAIL V&'K',SHEET 'B',SHEET 18; .� 'Cull&'Cd,SHEETS 12&13
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12•,SHEET 18;INSTALLATION
'Hw'&'He.SHEETS 12&13 Ud,'Kw-8,Xd,SHEET 14 DET•AILS'Bw'&'Bd, DETAILS'Iw'&'Id,SHEETS 12&13 PRODUCT REVISED
SHEETS 12&13 as wmpiyIng with the Florida
r-- MAX.UNIT WIDTH - r! MAX.UNIT WIDTH Bonding Codo
NOA roo. 20.0429.09
---^--' Eaplratlon Dote:02/77/2025
PANEL PANEL PANEL PANEL I PANEL
'P PANEL PANEL PANEL' BY:—1---2 i.�.;,..
TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE Miamt-Dade Product Control
i M' F' F' P.
MAX.UNIT NOM. i NOM. UNIT
HEIGHT PANEL i& i / / PANEL / HEIGHT
PER WIDTHTYP. �'� i WIDTH TYP. PER
TABLES MAX/ SEE PER / �'E i SEE MAX PER TABLES
1-3 DLO NOTE 2 TABLES 1-3 SEE
2 DLO TABLES 1 3 1 3
HEIGHT SHEET 15 i SHEET 15 HEIGHT
a
o x x x i x x x o `�.``�Qt1Y LYNN
EXAMPLE:OXXXD SILL DETAIL'E',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F,SHEET 18;f Ne.58705
(3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS
EW&'Ed,SHEETS 12&13 'Fw'&Td,SHEETS 12&13 ^ 0 N
1NOTECMWL03VDMW o.°o� =�0•••. s ATE O fl,
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PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTCORNER EXTCORNER IXTCORNER INT CORNER EXT CORNER EXr CORNER INT CORNER
f� INTERLOCK INTERLOCK BOX OUT,
BOX IN 9D LOCKSTILE 9D LOCKSTILE 9D RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER
TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN W/HANDLE W/HANDLE WIHANOLE W/HANDLE W/HANDLE W/HANDLE 90RECENER WIHANDIE WIHANDLE
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0 LR PANEL.SEE DP TABLES 1-3,SHEETS"FOR PANEL
` W/HANDLE l�rotr!/
AST
ESIGN PRESSURE.
/� LEFT QINrERIDR RIGHT 2I PANEL TYPES NOT SHOWN OR CROSSED OFF
_w WI HANDLE "0 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�-- AB X OLIT T / ) S.rILE ,�IXTERIOR STILE AND ARE NOT AVAILABLE.
Box our (J 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
ASTRAGAL PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
(#61),CORNER RECEIVER(9118)AND EITHER
V T U APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
Ll i Box IN ASTRAGALS.
-.J INT CORNER ;k RT V I 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES
N 90 LOCKSTILE (#61)AND CORNER ADDON(#31). -
.J Wr HANDLE M
w EXT CORNER SILL RISERS OPTIONS Z32.
Z 90 LOCKSTILE Q T QS —+{
Q W/HANDLE Mfg "232" ExT.ERIDR I PRIOR PRODU1CyiTg REVISED
EXT CORNER� EXTF3tiOR a •12. Sui'dwnpbing wrtth the Florida
90 RECEIVER r _T r _S R a '0�" 4.055' 9Cod
W/HANDLE 1B v v _�L � 2.555"�� 3.305" NO/-No. 20-0429.09
Explmtion Date:02/17/2025
B RE !81 AT AS DF ,.55Ta62" By:
W/HANDLE M1 /'� Mlaml-Dado Product Control
90REEI CORNERl 78 VF OFLUSHISER/2F'LAT' 2D LOWR212"�T OMIEDUIMJAN'T Z4 HIGH,,V FLAT
EXT CORNER 1 760" —�'I .750"
135 RECEIVER VT VS VF EXTERIOR
W/HAt:L ��.i1 EXTERIOR EXTERIORSf.750" EXTERIOR 052" .062"
INTCORAfER T
35 RECEIVER W l WS WF a--� .906" .U62" a 4.055"
W/HANDLE *Sl v- 3.3g5
067' 5'
1.567" ��� 1`(LYN
_ICE NTC-...
SILL SILL RIS
,9•FLUSHf 1 1/2" 21 LOW,P 1/2"SER.BOX SILL-RISEFBOX O MEDIUM,3-14SILL RISER, OX 25 HIGH,4 ER.BOX No.59705
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS73
ra7ND >tir TYPES O�'• ITATE OFPAME� rr
f0
%�S ••••"'4ORIOP,,•'\C��
JR 032820
_ 'D
ONO
CHANGES THIS SHEET.
REGISTRA1TONiP8Z99 aSERIES
770AUM.SGD-LMIMPACT �"/g10NAL
r e ALY/m2EE�PEG
JR MOM N 17 D
--
ASSEMBLY DETAILS
108 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) gpOR81 1
LOCK P 17
FULL LENGTH 74 75 a 107-
14 105OFJAMB 5 03 BDOR81 zz= g
80 OR 81 18
G1 60 OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN
5 SEE DETAIL G7
CLIP 0105 FOR FIXED
105 8"L@ONG WI RETAINER#108 OPERABLE PANEL) 80 PANEL CLIP i 6Ai-R7
113 MIDSPAN (SHOWN WITH
pR SEE DETAIL G2
-- -- - 5- FIXED
INTERIOR)PANEL
O ' EXTERIOR 103 113 75 8107-1 103 FOR FIXED 5 103 BOOR 81 ---- .
PANEL CLIP
J'I EXTERIOR
14 v/ 16 5
112 16 17
4FULLGTH �E)C1 ERtOR#10X311: 2TRACKJAMB 40 2TRACKJAMB SLExrERIOR 1ExTEwOReooR61 J-EXTERIORSMS,X 3CLIP#80OR#105 51 52W!SCREEN
6"LONGWIRETAINER#123 3TRACKJAMB 3TRACK JAMB 4TRACKJAMB 4-TRACK JAMB
(SHOWN WITH Ht (SHOWN WITH (SHOWN WITH (SHOWNWITH �(SHOWNWITH
MIDSPAN 8oFIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
�FJREfttoR •HE EXTERIOR) 53 �EXTEaroR THE EXTERIOR) THE INTERIOR)
2
112 3 4
45 5 113 5 113 5
52 51 EXTERIOR EXTERIOR
EXTERIOR G]
PRODUCT REVISED
as eomplyyi1ngg with the Florida
Bullding Lode
SHOWN WITH 2-TRACK W/SCREEN 3-TRACK ®4-TRACK MAX.UNIT NOMio 20-0429.89
OPT.SCREEN FRAME HEAD FRAME HEAD C FRAME HEAD HEIGHT PER Expiration Date:02N7l2025
TRACK TABLES 13
Miaml-0ada Product C°ntrel
53 69 69 69
EXTERIOR EXTERIOR
52 51 72 OR 73 (I3 72 OR 73 � 72 OR 73
1
46 11 113 VY 9 10
1 17
46 47 e B
EXTERIOR 112 5 113 113
a
s 5 \. � Q1Y� LY/V/V ` ,..
®2--TRACK W/SCREEN daXTRACK 4-TRACK
FRAME SILL VE.1 FRAME SILL FRAME SILL
*: No.58705
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE SEE TABLES
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. —
; ��
t0701JS.7fN0L0OYDRNE %O••. ATE F
N(st)1 4a FL 3 _VERTICAL SECTION DETAILS �'°�.'•.�<oRtot,.''x�
ars , RHi[41RAtTCNIPB2aB SERIES 770 ALUM.SGD-LMIMPACT '`",'ONAL ���,
JR 0326/10 lD HOCHMIGESMISSHEEL 9.M+Ym sore err orreaa am AL4fdJMW ,P.E
SGD770 ---
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 81 113 1 S8
28 7
30 113
11
27 83 63
28 27 103
82 Ill 83 BO OR 61
i
C�OOR61
65
14
� 1zD
6.5 65
i
90° EXTERIOR
EJ(7ERIOR 111 .TI�EXTERIOR 11162 EXTERIOR INTERIOR EXTERIOR
P-HOOK FOR FLAT V®j (EXT.OR INT.MOUNT)LS v EXT.MOUNT ONLY P-HOOK FOR BOX ILLS a (j INTERIOR,
p LOCK PAR 600R61
75 g 1p711 75&7 -1 81 758 107-11 5 INTERLOCK
14
113
60 60 61 81 118 5
7EXTERIOR 113 OEXRERIOR 113 11 •ITEM#S1(HEAVY-DULY
�/ EXTERIOR 7 STILE)SHOWN,ITEM#60
9980
g6 (STANDARD STILE)ALSO
ifiih STANDARDASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 90'OUTSIDE CORNER 90°INSIDE CORNER APPLICABLE SEE TABLES
DP
L1 WITH STANDARD STILES#60 �WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN �2-TRACK SHOWN 1-3 SHEETS IA FOR IT
(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)
Q INTERIOR PRODUCT REVISED
am complyingg with the Florida
Bullding Code
31 LOCKPAR NOA-No. 20431429.09
4
INTERIOR 75 8107-11 Expiration Date:02/1712025
5 4 INTERIOR By._I.—.2 1.C,+°.L.
135° 5 64amt-Dada Product Control
7 11
135°
14 5 6t 32
703
61 .rI,EXTERIOR B1 111II11I1t
32 11 s V/ �" W LYr/v
LOCKPAR 31 1
03 st �1-Ty EXTERIOR 7 14 iffh 135°INSIDE CORNER
O 2-TRACK SHOWN Q r'
®135°OUTSIDE CORNER z� No.58705
01 2-TRACK SHOWN
D
f070ttGmwLOGYOANF oro7f+e �O�•.. TATE F
x(e1 L HORtZONTALSECTiONDETAILS,CORNERS %c�` '••F�ORIDP,.•' ��;
n..�a RW78TRATIONIPA786 SERIES 770 ALUM.SGD-LM IMPACT
JR 0328?D 0 NO CHANGES THIS SHEET. a�ic arr o�ln s,r
® A.LYRE MILLER,P.E.
JR 10/1094 0� = SGD7R7 HITS 19 +22 _ PGTD130._ -0-==-' P.E.R 58705--- --- - - _- -- - -
BLE :
Item PGT PGT Description Item PGT PGT# Description NOTES:
Dwg.# Dw .# 1)ALL ALUMINUM=6063-T6
1 17308 817306 2-TRACK HEAD 47 668 7SRAZ STANDARD ROLLER
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 48 668 7SRAX STANDARD ROLLER-5L STL 2)ITEMS#3339,56.59,6.6,78,84-99,
3 17309 617309 3-TRACK HEAD 49 4344 64344 SCREEN AS7RAGAL 121&122 ARE NOT USED AND ARE
60 17349 617349 O)0 SCREEN ASTRAGAL ADAPTER NOT PART OF THIS APPROVAL.
4 17312 617312 4-TRACK HEAD 51 1692 01092 SCREEN SPLINE-.1USS
5 17314 617314 FRAME SCREW COVER 52 1694 61694 SCREEN SPLINE-.150' 3)USE OF#12 OR#13 REQUIRES
6 17317 SM17 FRAME HEAD/JAMB ADD-ON 53 61816C20 SCREEN CLOTH MIN.#10 SMS OR 3/16"MASONRY
7 17304 017304 2-TRACK SILL 54 1725 1)YX4'X1116'SET.BLOCK NEOPRENE 85+1-5 ANCHORS @ 24"MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 1728 1-X4-X 1/16-SET,BLOCK NEOPRENE 85+/.5
9 17307 617307 3-TRACK SILL 60 17325 617325 PANELSOLE -
10 17310 617310 4-TRACK SILL 61 17328 61732E PANEL STILE(HEAVY DUTY) -
ti 17313 617313 FRAME SILL TRACK INSERT 82 17327 617327 INTERLOCK ADAPTOR
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 63 1225 6TP248 VINYL BULB WSTP.-THIN INSIDE INTERLOCK)
84 1729 71729 SILL END WEATHERSTRIP PAD
13 1 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 65 17328 617328 INTERLOCK SCREW COVER
14 17305 617305 2-TRACKJAMB 67 17329 617329 ASTRAGAL
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 68 17339 517339 HEAVY DUTY ASTRAGAL
16 17303 617308 3•TRACK JAMB 69 17324 617324 TOP&BOTTOM RAIL
17 17311 617311 4-TRACK JAMB 70 17350 417350 WEATHERSTRP DaENSX)N(NJECnON MOLDED)
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 71 1695 71695 1-1/2-Xi"X314'HIGH FIN SEAL DUST PLUGS
19 17319 617319 SILL RISER-BOX FLUSH,1-11T 72 8163 78153X TANDEM ST.STL.ROLLER ASSY.
20 17321 817321 SILL RISER-FLAT,LOW,2-112 73 8153 78153N TANDEM NYLON ROLLER ABBY.
21 17318 617318 SILL RISER-BOX LOW,2-11T 74 SILICONE GEMN 1,MORTICE
963,9950U L LOCK
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-114' 75 BIBS 761BSX GEAIPII MORL SS SCE DUAL LOCK VIPLONO TRIM PLATE
76 71032XIFP(X #1D32 X 1'FL SS SCREW W/TYPE'F TIP
23 17354 617354 SILL RISER-BOX MEDIUM,3.1/4' 77 7103239 10.32 STEEL ZINC U-0NT
24 17323 617323 SILL RISER-FLAT,HIGH,4' 79 17367 617357 V X3 BEAD
25 17320 617320 SILL RISER-BOX HIGH,4- BD 17359 617359 7/1V'BEADIFVED PANEL CLIP
26 17333 617333 POCKET P•HOOK Bt 17350 617360 9116'BEAD
27 7070 67070 NEOPRENE BULB WSTP FOR P4400K 82 1224 SIP247K VINYL BULB WEATHERSTRIP
28 17334 617334 POCKET P-HOOK MOUNT 83 61745 1745 LOWE INC,IIT X 1/16'SGL SIDE ADH.TAPE,POLYEIR
29 17335 617335 P-HOOK COVER 100 8052 48052 ROLLER ADJ.HOLE PLUG
30 17348 617M POCKET P-HOOK FOR BOX RISER 101 71696 JAMB BUMPERPRODUCT REVISED
31 17378 817378 135 CORNER 102 1696 71698 DUST PLUG 6vl d 8 C ng@with tho Florida
103 8186 7o186X 1'KEEPER NOA-No. d 20-0429.09
32 17378 817376 135 FIXED M011NiT 104 653 7SDKEEP SCREEN LOCK KEEPER
ITEMS 40-53 ARE SCREEN PARTS: 105 17344 817344 FDED PANEL CUP-6•LONG
tarplration Date:02/1712025
40 4319 612258 SCREEN SIDE RAIL-LOCKS71LE 106 17352 617352 FOED PANEL RETAINER-9/16' Dy;_l""71,/-4.,•,.L.
41 7LOCKWGSK SCREEN LOCKSET 107 1739 71739 HANDLE KIT-INTERWR RAISED WITH THUMB'TURN Nllami-Dade Product Control
42 41618 SCREEN KEEPER SPACER SET 100 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
43 8152 68152 SCREEN INTERLOCK ADAPTER I 109 1731 781623N HANDLE KIT-RECESSED WTERIOR VMH THUMB TURN
44 4428 64428 SCREEN DOUBLE INTERLOCK 110 1732 70178 HANDLE KIT-RECESSED EXTERIOR PULL
111 710X34PPSDAX#iOX314'PH.I'M IEK-S.S.
45 4317 612256 SCREEN TOP RAIL 112 1235 67S1S WS7P,.270 X.170-FN SEAL
46 4318 1 612257 ISCREEN BOTTOM RAIL 113 1712 64066 _18T X.230'FINSEAL
TABLE5: 114 71OX115PPX #IDX1-1/2'
Netadel Min.Fy Min.F" 115 710XPPT 910 X 1'
912 Steel Screw 92 ksi 12D ksl 116 720= #14-20X7'S.S.
9121&BScrew 60 ks1 95 Its[ 117 720XI12X #14-20X1-1/2'S.S. ��:''LICENSE'•,C(_
#12 410 Screw 90 kel 110 ksi 118 17336 617336 90 DEGREE CORNER RECEIVER - Q.: •Y."�
114'DeWaIVEIco AggmGaloe 57 ksl 88 ksl 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL *; No.56705
IW Elm UlhaCon® 165 ks] 177 ksl 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL �0) ja_o
•.
1W DeWalt MtreCm»® 148 k51 164 ksi
123 17352 617352 F00D PANEL RETANER 778' �
1/4.410 SS Dawslt1Elro CiateFlexr&1No
••8D83-T5 Aluninom �O ' S A
A38 Steel fo�,7ETxAItOl�OY�Ls427s m� '�<oawl�
Gr.33 steel Stud PARTS LIST S '•........••''C�
(9ttJf�-16OD ,rk ���.;S/OVAL EN�``�
rR o3rz62D D ADDED BAOKBf 00lNO B MATERIAL PROP.TABLE �sn?A7rcaTr�es SERIES 770 ALUM.SGD-LM IMPACT /I,/i I I I I III`
_ _ �emt care �' arpw aie A LYNN MILLER P.E.
JR 1(Y10/14 oWe ® SGD 77D IIiTS. � d P13T0130 O__ PER 58705 ____ ___—
5.069" 8.562" �j 1.36°
0.080"
121 P 1.LL
505°
7n
_t 0.081" 0 062„ 1.019"
0.081° 0.181"
1O2-TRACK HEAD. to 4-TRACK SILL SCREEN
(6063-T6 AL) (6o63T6 AL) 40 STILE
6.19w, (6063 TB AL)
8.198" 6 528° 5.069"
0.080" ------- -
f---,:04s'-- -
1.505"
,211"
y 1.993" 0.062"
LAW
0.081" O2 2 TRACK HEAD W/SCREEN TRACK--L O3-TRACK SILL
(6063-TB AL) (6083 T6 AL) t4 2-TRACKJAMB 45 TOP RAIL
(6053-T6 AL) (606346 AL)
2--TRACK JAMB WI
7.105" 8--I Cl! SCREEN TRACK
0.080" (6083 T6 AL) - j 1.36"
1.505" I ti-
1.2!11' 1.36"
3TRACK HEAD e 2TRACK SILL W/SCREEN TRACK WWI
(6063-T6 AL) (6063-T6 AL) 0.081" SCREEN
4s BOTTOM RAIL
(6063-T6 AL)
SA42" 0.081"
4.49°
0.080"
PRODUCT REVISED
1.211" 1.505" 7.105" as Cod
-.4W ngg with the Florida
BuildlnB o
NOA-No. 20-0429.09
T19.141° Expiration Data:02N7/2025
0.081" O4 4 TRACK HEAD O7 2-TRACK SILL 8y_ �' 7 I G^•"-�•
(6063 T6 AL) (6063-T6 AL) Miami-Dade Product Control
0.080"
!7�1,--►j 1.514° 0.062"
0.532" 0.760"
1260"
0.069, 1.516" 1.990°
FRAME HEADIJAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN � Iz
-ONO(6063 T6 AL) 12 DD(6 AL) 13(6063T6 AL)N TS AL)
is 3-TRACK JAMB `��� iN
(6063 _
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS = No.58705
OR 3/16"MASONRY OR 3/16"MASONRY 17 4 TRACK JAMB _ '
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (8063 T6 AL)
,G7D,BfyMlcliO[iYORNE = .•. S Q
vb
AVS=Ftstva EXTRUSIONS �0,� SATE F tU
a , REa>sTmtTrawes SERIES 770ALUM.SGD-LM IMPAC
mT i /�NAI
JR mmo D NO CHANGES THIS SHEET. saidate s, ~ crow � A.LYsN�IIGIL4.�,�.E.
wrier arc orc ® SGD•77o NTS 21 d 22 PGTD780. _ D
JR 10W 4 P.E.558T05
0.718" 0.83"
2.304" 3.802"
3.802" 0.752"
0.752" fO-GW642'
D.885"
0.574" 0.796" 1.14n1P-HOOK
0.062" 0.080" 0.062"
O.D75`
0264° 0.233"
FRAME SILL P HOOK MOUNTING P-HOOK SCREW
9 SCREW COVER t t TRACK O P HOOK 28 6-a@ R QCOVER 0.080 FOR BOX RISER
(6063 T6 AL) (6DB3-T6 AL) (6063 TB AL) (6063-T8 AL) (6063-TB AL) (6063-T6 AL)
4"
- - .155" -
2.30 1.488"
0.080" 1.739° y)
0.830" 0'062 1.600 0.133° 1.600 0 .. 1.303"
080° 1.870" 1.888"
0 I -cFv 0.325"
16
1.974" F+-3A25" 3.125" 0.052°
2.44"
INTERLOCK INTERLOCK
31 135°CORNER O 135°FIXED MOUNT so STANDARD STILE st HEAVY DUTY STILE 62 A ERLO OINT E L COVER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
(6063-1`6 AL) (6063-T6 AL)
3.979"
H41.645"
4.125°
0.075'
1.645" 0.062" 1.304"
fvr-L-- -1 .289" .611" .485"3.25" 045 .045" �- .045"DUTY
A GLAZING 7/16"GLAZING 9/16"GLAZING
E7 STANDARD ASTRAGAL 88 HEAVY DUTY ASTRAGAL es TOPBOTTOM RAIL 7s 30 81 PRODUCT REVISED
BEAD(6 A BEAD.FIXED BEAD
(6063 T6 AL) (6063 T6 AL) (6063-T6 AL) 6063 TB AL PANEL CLIP as comp�Iyying wltn tho Florida
( ) (6063-TEAL) Bugding Code
(6063-T6 AL) NOA-No. 20-0429.09
1.003" Expiration Data;P211712025
A2.826'
"-�4" 5.621" Miami-Dade Product Control
0.757" 0.080�
0.050"
FMED 2. 0.133°
t05 PANEL CLIP 0.709" 1.498" 0.133" 1.498"
(6063-T6 AL)
80" 1
.550" 0.863 L�
4"
0.709° t23 RFETAINER.7/8"PANEL 5 621,, tso 90°INSIDE CORNER ASTRAGAL .�� �Y LYNN
0.080" h-� (6053-T6 AL) t19 90°OUTSIDE CORNER ASTRAGAL (6D83 T6 AL) ;�\��`�• CENSF /�(�
FIXED PANE�IL 1te 90°CORNER RECEIVER (6063 TEAL)
toe RETAINER.9/16 (8063 T6 AL) _ No.55705
(6063 T6 AL)
v: VATLEtoRmE ctErscr>RAtMn�OvG+rmpam�eew �O���%•s
S 'SER E770ALUM.SGD-LM IMPACT NA- ;
JR 032H2D I'DI NOCHMGES THIS SHEET. ww.st rmr: e°r ororn ne 0.l P.E.�lASIL.L��
JR WIM4 ' ® Z AITS 22 d 22_ Pt371713D