HomeMy WebLinkAboutNOA- ALUMINUM SLIDING GLASS DOOR MIAMI•QADE MIAMI-DADE COUNTY
# PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADAIINISTRATION DIVISION G6� T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �E www.miamidade.gov/economy
PGT Industries,Inc. �p2�
1070 Technology Drive, ,P�
North Venice,Fl.34275 St Pecmn9�
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
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
mamier, 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°& 1351 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 norninal panel size not to exceed tested height&
width per tables I 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 Miarni-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,a ll s�
approval document mentioned above. �®
• The submitted documentation was reviewed by Ishaq 1. Chanda,P.E. �+
ig— VOR
- E® p�y� NOA No.20-0429.09
MIAMI•DADE COUNTY �M PLIANC E P Y ,
o ® Ex nation Date: February 17 2025
Approval Date: October 15,2020
ST. LUCIE COUNTY Page 1
BOCC
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals under file#15-1013.15
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 aluminium 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. 09-0826.10)
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
L. Anchor verification calculations and structural analysis, complying with FBC-51h Edition
(2014), dated 01/30115, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
1 a - . I. ;
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-1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inca for their"Butacite®
PVB Glass Interlayer" dated 04/25/15, expiring on.12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their"SentryGlas®
(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-511 Edition(2014),dated October 8,2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
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/900 &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 Lymi 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"SGD-770"
Aluminum Sliding Glass Doors w/90° &135' corners-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
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 Lyme Miller,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-611 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"Trosifole
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-61h 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"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 letter of conformance to FBC 2017 (01'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 1.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
5. ' New Evidence submitted
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 Dowsil 983 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 7" 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.
: . .......... ...... .... .
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 TABLE A.,
Anchor Frame n M
Min.Edge Min.O.C. Min'
INCLUDING POCKETS &900/1350 CORNERS Group Anchor type Member Substrate Distance Distace Embedetal ThIckne hleknesa
GENERAL NOTES #12 18.8 SMS or Southem Ptne(SO=0.55) 9116` 7/8" 7
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4 8:5. 012410 SS SM5 All 6063-TS Aluminum 318" 9/1 6' 0.071°(20 Get
2)DESIGN PRESSURES: (min.of 3 threads A36 Steel 3/8" 9116" 0.050'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. A beyond metal substrate) 'Gr.to Steel Stud 3/8". 9/16• 0.045 18"Go)
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. All Concrete(min.TNI ksi) 1-21 3' 1-318"
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1 A re-GatorO Jamb/P-hook Filled Block(ASTM C90 2- 3' 2"
3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS A99re•Gato1® Jamb!P-hook Hollow Block(ASTM 090} 2' 3" 1-U4"
All Sorriham Pine(SG=0.55) 1' 1" 1-319-
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO Southern Pine(SG=0.55) 9116' 7/8" 1316"
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE #12 Steel SMS(Gr.5) 60B3-T5 Aluminum 3/8' 9/t8" 0.071
CURRENT FLORIDA BUILDING CODE,FOR ANCHORAGE DETAILS SEE SHEETS 6 •(20 GO
-14. B (min.of 3 threads All A36 Steel 3/8" 9116" 0 (20
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. beyond metal substrata) Gr.33 Steel Stud WS' 9/16" 0.045"(18 Ga)
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH All Concrete(min.2.65 ksl) V 4' 1-318,
NARROW JOINT SEALANT.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 1/4'Elco UltraCon® Jamb 1 P-hook Hollow Block(ASTM C90) 1' 6' 1 1-114"
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, C Head/Sill Concrete(min-3 ksi) 1.5118" 4" 1318'
6)REFERENCES:ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX AND 1/4'De Wait Jamb/P-hook Concrete(min.3 ksl) 1' 4' 138"
AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN UltraCon®+ Jamb I P-hook Hollow Block(ASTM C90) 1" 3' 1-1/4'
MANUAL. All Southern Pine(SG=0.55) 1' 1" 13/8'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE All Concrete(min.2.85 list) 2-12" 4" 1-3 8°
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 114'Elco UltraConO Jamb/P hook Filled Block(ASTM C90) 2-12" 4' 1-3/4'
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Jamb/P-hook Hollow Block(ASTM C90) 2-112" 6' 1-11W
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. D 1/4'410 SS Head I Sill Concrete(min.3.35 ksi) 1' 4° 1-314"
9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, DeWalt/Elco Jamb/P-hook Concrete(min.3.35 ksi) 1" 6" 1-314°
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CreteFlex® Jamb/P-hook Hollow Block(ASTM C90) 2.1/2° 6" 1-1/4'
All Southern Pine(SG=0.55) 1" 1" 1 13/8"
TABLE B,SEE DETAILS ON SHEETS 4&5 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
Glass CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
Description(Listed from Exterior to Interior) 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
Type 3)FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES,SEE TABLE 5,SHEET 20.
G3 VIS'Laminated:(2)Liles of 31W HS Glass with.090"PV8 Interlayer 4)HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS.
G3A 9116"Laminated:(2)Utes of 1/4'HS Glass with.OW PVB Interayer 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
G4 7/16'Laminated:(2)Lkes 03/16'HS Glass with•DSO'SO Interlayer
G4A 9116'Laminated:(2)Liles of 114"HS Glass with.09V SG Interayer ANCHOR NOTES
G5 V Laminated i.G.:3/16'TExtedorCap+318'Air Space+7116"Laminated:(2)Utesof3118"HS Glass whh.090"PVBlntedayer PRODUCT REVISED
GSA 1"Laminated I.G.:114'T Extedor Cap+5/16'Air Space+7/16°Laminated;(2)Utes of 3116'HS Glass Mth.09T PVB Interayer 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE as complying with the Florida
ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR Building Code
GB 1'Laminated LG.:3/16"T Exterior Cap+318'Alt Space+7/16'Laminated;(2)Lkes oi3118"HS Glass with.090'SG Intedayer EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA-No. 20-0429.09
GSA 1'Laminated l.G.:1/4'TEztedor Cap+6/18"Air Space+7/16'Lamtnated;(2)Lites ot3116'HS Glass with.(l90`SG lmedayer Expiration Date:02117/2025
G7 7116'Laminated:(2)Liles of 3416"ANN Glass with.090"SG Interlayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
G7A 911W Laminated:(2)Lhes of 1/4'ANN Glass vdth.OW SG Interlayer
G8 1'Laminated I.G.:3/16'T Extedor Cap+318'Air Space+7M6"Laminated;(2)Liles of 3116"ANN Glass whh.09T SO Interayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY Mlaml-Dade Product Control
SECURED,lX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO
GSA 1'Laminated LG.:114'T Extedar Cap+5116'Air Space+7116•Laminated;(2)Liles of 3116"ANN Glass with.OW SG Intodayer SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.
"ANN"-ANNEALED 1X AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
"HS"=HEAT STRENGTHENED LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE
'T°=TEMPERED GENERALNOTES.............1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE
'PVB"_.090-TROSIFOLO PVB BY KURARAY AMERICA,INC. EXAMPLE CONFIGS..........2-3 REVIEWED BY THE BUILDING OFFICIAL.
'SG'=.090'SENTRYGLASOBY KURARAY AMERICA,INC. GLAZING DETAILS............45
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 BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY
SEE TABLES 1,2&3 ON RATED FOR LARGE 8 SMALL HAVING JURISDICTION.
SHEETS 6,7&8 MISSILE IMPACT RESISTANCE INSTALL DETAILS..............12-14 tt1 1j
ELEVAT
E,GROUT OR
THER
CODES I STANDARDS USED: PANEL/ISILL TYPES.......17 16 REQUIRED.F USED,NON-S)IF SILL IS TIGHT TO H
RINK,NK,NON-METALLIC GROUT,MAXI THICK&3400 ��\ONY�Y N��i���''
•2020 FLORIDA BUILDING CODE PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE a��•' LtiCENgF •'�(
(FBC),7TH EDITION CROSS SECTIONS..........,.18,19 SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO Q';• �'A
•2017 FLORIDA BUILDING CODE(FBC],BTH EDITION PARTS LIST.......................20 SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED N0.56705
•ASTM E&PA N EXTRUSIONS....•.. .....21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE ': /)
•ALUMINUM DESIGN
M FOR WOOD 2015 CONSTRUCTION AUTHORITY HAVING JURISDICTION. !/(
•ALUMINUM DESIGN MANUAL,ADM-2015
•AISI$100.16 10707E0HN0LOGYDRIVE t> - `
•AISC 360.16 N.VENICE rZ 34276 GENERAL NOTES AND MAP 0 '., STATE OF ((/w�
(9411 tB0.1600 '••.F<oR17f`.••' N
ZN
JR 03/Z8/!0 D UPDATED TO FBC 2020,ANCHOR TYPETgSLE ' TF1ATf0M1� SERIES 770 ALUM.SGD-LM IMPACT /ONAL E �`'
ey m,D oUP m s.r.soer am mn.r °'.ro^°' a.• A.6� MILLEA'Pli.
JR tCY1Nf4 SGDY770 NT$ 'l 22 PGT(7130 D P.Ed)58705
CONFIGURA
EXAMPLE CONFIGURATIONS 1)ALLCONFI OR CONFIGURATIONS
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","Jd',"Kw"OR"Kd'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 PER TABLES b3 CAN BE OXXXp.
1
l�r i 2)90-&135"CORNER CONFIGURATIONS CAN SEA COMBINATION
j j Q OF ANY 2 STRAIGHT CONFIGURATIONS.
� Ian
MAX UNIT w e I 112,4
0 9
/ J4 )I o&0 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
j z n MAX.UNIT
1 I � / I z n N 4 rc I cp
N
HEIGHT HEIGHT 1 1 �n
PER TABLES 1-3 / i x PER TABLES 1.3 / / i k' "X"=OPERABLE PANEL,
L3• "O"=INOPERABLE PANEL,
aw� nw "P"=POCKET
POCKET 1 h POCKET i 1 q DETAIL LETTER
-J`r W'=WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL W'O"=CONCRETE INSTALLATION
CONFIGURATIONS 13 CONFIGURATIONS SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH NOM.PANEL WIDTH W DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 1 13 1 13 PER TABLES 1-3 1 13 t 13 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866'
II 19 19 JW Jo I -4 19 19 19 1 14 i
1 1 ,C 19 1 1 14 �o¢uT MAX.UNIT 1 1 19 9 1 14 14 IgaQ
MAX.UNIT 1 1 i2ny 1Lny
HEIGHT 1 1s i W HEIGHT PER 1 13 1s 19
PER TABLES 13 tx¢E Ix�
TABLES I-3 / / / / 10�
POCKET n "1.
n
--1"`r--�3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS PRODUCT REVISED
as compWng with the Florida
Building Code
NDA-Na. 20-0429.09
MAX.UNIT WIDTH MAX.UNIT WIDTH Expiration Date:02/17/2025
NOM.PANEL WIDTH 1 Ac 3 NOM.PANEL WIDTH 1 MlamI-Dade Product Control
PERTABLES 1-3 PER TABLES 1-3
It
I
1 9AJ3 19 1 19 14A 1c I 19 13
1 13 18 19 9 1 t o o Ci MAX.UNIT 19 z SEE
MAX.UNIT HEIGHT u NOTE
HEIGHT 1 1 s 19 1s / iha$ PER ty 2.THIS
PER TABLES 1-3 / i x E TABLES 1-3 / / SHEET.
+ 1��y m tl li lilt
POCKET I "' EXTERIOR m023
5-PANEL CONFIGURATIONS 1 1 r 3 1 CORNER,TYP. 1 13 _ No.58705
(OUTSIDE CORNER SHOWN, —
INSIDE CORNER SIMILAR)
1070 TECHNOLOOYORNE a.:tec :0�••, TATE OF �\ .
M /VOWA Fl.34MEXAMPLE CONFIGURATIONS % c<`S;'.F<oRIOP..•G���
JR 032620 REOIST OmwJm 90 SERIES 770 ALUM.SGD-LM IMPACT
D NO CHANGES THIS SHEET. ill 1
arse a^'raa' a,r. A.LYNN MILLER,P.E.
JR� fo/foH4 L`mr ® sca•TT0 NTS 2 d 22 FQTi7180 D P.E.95"05
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLEAS
355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4-@ 120-HEIGHT LOCATIONS USING DETAIL"Jw","Jo","KW"OR"Ke INSTALLATION.
NOM.PANEL WIDTH 1 1 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3
pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
—s�r--- CAN BE,OXXXp. .
J.
I
1 19 t9 9 19 4 1 i
o cull MN I
i 2)90°8 135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 1qpl Kip- s s s / 14 t o y o OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 3 1 / j ta w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120" I i�—IX m
i n` "X"=OPERABLE PANEL,
POCKET i y "O"=INOPERABLE PANEL,
"p"=POCKET
6-PANEL CONFIGURATIONS
1 1 3 3 f—DETAILLETTER
MAX.UNIT WIDTH W'=WOOD OR METAL INSTALLATION
'r"=CONCRETE INSTALLATION
NOM.PANEL WIDTH z 13 1 13 1 3 SHEET NUMBER
PER TABLES 1-3
J i DLO WIDTH=NOM.PANEL WIDTH-7"
v
1s is 19 1 i DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX UNIT 19 19 1 oPANEL HEIGHT=DOOR UNIT HEIGHT-1.666"
HEIGHT 9 s 1s s 1 i~cn
PER TABLES 1-3 I w
POCKET y
7-PANEL CONFIGURATIONS PRODUCT REVISED
1 3 13 1 1 as complying with the Florida
Buliding Code
NOA No. 20-0429.09
MAX.UNIT WIDTH Expiration Date:0211 7/2 62 5
NOM.PANEL WIDTH cw By: :1sE y:3iiFd;
PER TABLES 1-3 31 3 Miami-Dade Product Control
1 3 1 19 1 19 19 4 I
MAX.UNIT 1 13 1s 1 1 s 1 1
HEIGHT 1 3 s 19 19 19 IS i'�z
PER TABLES 1-3 i 111
i� .
:
�
POCKET 1iUlf
- -- �a�- ---- `��`�Q��Y LKNN i�iG-
8-PANEL CONFIGURATIONS No.
58705
=�0�.• s7�ATE `�t�.•�tV�:
1070TECtMOOYDRNE o '
N EXAMPLE CONFIGURATIONS ."�oRtoi..•G��;
JR o3rzerm Q NO CHANGES THIS SHEET, REtvsTRArravaease SERIES 770 ALUM.SGD-LM IMPACT ��''Si l�NAL.
s.Msuax lilt
m`r H1C a�roru �" A.LYNN MILLER,P.E.
.1R ,CY,N14 at ® SOO•TT0 NTS 3 d 22 PG-W130 Q P.E.059705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 &G5A)
7116"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS 3/16"HS GLASS 3/16"HS GLASS
.090"PVB
090"PVB 090"SG 3116"HS GLASS
3/16"HS GLASS 74 3116"HS GLASS 74 3/8"AIR SPACE 74
82 T 82 3/16"T GLASS
1 83
EXTERIOR 3GLA� EXTERIOR 3GLASS 3/4"NOM.
124-127 BITE GLASS
BRE
BITE
EXTERIOR
80 80 a
79
54 54
65
7/16"LAMINATED GLASS,TYPE G3 7116"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9116"NOM. 9116"NOM. 1"NOM,
3/16"HS GLASS
1/4"HS GLASS 1/4"HS GLASS .090"PVB
.090"PVB .090"SG 3116"HS GLASS
1/4"HS GLASS 74 1/4"HS GLASS 74 5/16"AIR SPACE 74
1I4"T GLASS PRODUCT REVISED
82 82 as camp Winp with the Florida
83 Building= e
NOA-No. 20-0429.09
3!4"NOM. 3/4"NOM, Expiration Date:02l17/2025
EXTERIOR EXTERIOR 3/4"NOM.
GLASS GLASS 12a127 GLNO
a BITE a BITE BITE By iiiFlc.:- ...
EXTERIASS
OR Mlaml-Bade Product Control
81 81
78
54 54
55
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
Ili1r
Y LYNN
GLAZING NOTES: No.58705
"ANN"=ANNEALED
"HS"=HEAT STRENGTHENED - i7 d
SEE SHEET 15 FOR SPACER DETAILS.
"T'=TEMPERED W. .
PVB"_.090"TROSIFOCS PVB BY KURARAY AMERICA,INC. 7TMHN0L00VDRW °"°°"` %O�'• T
"SG"=.090"SENTRYGLAE®BYKURARAYAMERICA,INC.
s [Fff4D
GLAZING DETAILSJR 0328/10 p NO CHANGES THIS SHEET. SIIMSERIES 770 ALUM.SGD-LM IMPACT '1,ONAL E�G
e.bow.* eels ewe oro W /bs /// I i 1 `
A.LYNUII 1WR,P.E.
JR ar0at a� scan NTS 4 a 22 PGTV130 D P,Et 58705
GLAZING DETAILS(136, G6A, G7,G7A, G8&G8A)
1"NOM. 7/16"NOM. V NOW
3/16"HS GLASS 3/16"ANN GLASS 3116"ANN GLASS
.090"SG .090"SG.
3/16"HS GLASS .090"SG 3/16"ANN GLAS
3/&'AIR SPACE 74 3/15'ANN GLASS 74 30 AIR SPACE 74
3/16"T GLASS 3116"T GLASS
82
83 83
124127
3/4"NOM. �EXTERIOR 314"NOM. 3/4"NOM.
GLASS GLASS 124-127 GLASS
BITE SITE
BITE EXTERIOR
EXTERIOR
a � 50 54 �
T9 79
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. V NOM.
3/16"HS GLASS 3/16"ANN GLASS
.090"SG 1/4"ANN GLASS
.49D"SG
3/16"HS GLASS .090"SkG�LASS
3116"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 5/16"AtR SPACE 74
1/4"T GLASS 1/4"T GLASS
82 PRODUCT REVISED
>� 83 as com Ring with the Florida
Building ode
NOA-No.. 20-0429.09
3/4"NOM. EXTERIOR 3/4"NOM.
7241� GLASS (>, 124147 Erplretion Bate:02/17/2025
`r- GLASS
EXTERIOR BITE BITE By:_:1y+.-::�a:i:2 ;=
Mlaml-Dade Product Control
81EXTERIOR
78 V3 79
55 55
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE 137A 1"LAMINATED I.G.GLASS,TYPE 138A
LICENSE'•
GLAZING NOTES:
No.S(1705
"ANN"=ANNEALED = Yr
"HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
T'=TEMPERED =.0 ot0
"PVB"=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. t070TECfitOLOGYORNE °`"0a°` �T'., TATE F 41�
"SG"=.090"SENTRYGLASP BY KURARAY AMERICA,INC. �t94n�A'sO GLAZING DETAILS %� '•F[ORIDP.•' \_�`
/sgt/raotaoo i,SS.� •.....• ��j
JR 032820 NO CHANGES THIS SHEET. REG(S7RARON�I9B SERIES 770 ALUM.SGD-LM IMPACT ��/,�On//�L. t��\
e.e.w+a�e o err A.LYNtS{�IIt R.P.E.
Q JR fdfWI4 ® SGD•779 NTS 5 d 22 PQ7U130 D P.E.*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 configurations on Sheets 2&3) +601.60 psf (Water Infiltration Rating)
For comer astragal anchorage on 90°or 135'comer units,see sheet 11 (May be limited by Table 1A) Sill Riser Height
Door Unit Height (Flat or Box,see Design
Table applies to Glass Types 3, ea 9(" 96" Sheet 1'7) Pressure,psr
3A,5,5A,7,7A,8&8A and 69.7/8"DLO 73.7/8'DLO 79-7/8'DLO 85.718'DLO Flush-14/2' see rote 3
the Stile/Astragal Types shown
below, Anchor Group Anchor Group Anchor Group Anchor Group Low-24/2' +46.67
Medium-3-1/4" +60.0
A B C D A B C D A B C D A B C I D
High-4° +60.0
Head/Sill C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
24" DLO Jamb 8 8 8 8 8 8 8 a a 8 a 8 6 8 8 6 SEE NOTES 1-3
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
o Head/Sill C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1
r 30, OLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
45 P-hook 6+7 6+7 5+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8
Head/Sill C4+1 C4+1 C4+1 04+1 C4+1 C1+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 64+1
36' f' Jamb 8 8 8 8 8 8 8 ' e 8 8 8 8 8 8 6 8
aI P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1
I
c 35. Head/Sill 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 H OH LENGTH F�
e 42" DLO Jamb a 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 S
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 - X
41" Head1S81 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 2 O OH RATIO a 1
48' DLO Jamb 8 8 8 8 8 8 8 8 8 6 8 8 iD 8 8 8 =O o
P-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+6 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 8.
NOTES: OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1 4"SILL OH HEIGHT
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER 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 NOTAND 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-10.126' as complying with the Florida
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Building Code
NOA-No. 20-0429.09
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= Expiration Date:0211712025
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. By
Mlaml-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
Standard Astragal Outside C Outside Insideff:lr 6 i
Corner
Comer
- \\titlllll
Inside IV.� 0 .,.....,, M /i
Inside Comer Corner Outside ��� ��` oCEN,9,
Corner
Part#60(Stile) Part U61(Stile) Part#119(Out.) Part#fit(Stile) _* No.58705
Part#60(x2) Part#60 Part#60 Part#67(Astragal) Part#60 Part#118(Comer Part#120(in.) Parts#31  Part#61
Receiver) (Cora.&Fxd Mount)
1e7#7ECFMR<xtOGYDRIVE oratue -�0.' S A
w T''. p ��
N.(94+)) rCE,FL a DPANDANCHORAGE NAL��G�
JR 032620 D NO CHANGES THIS SHEET: 7 SERIES 770 ALUM.SGD-LM IMPACT /J I
A.LYNN MILLER P.E.
�,/R 1Wfa14 NTS 1 6 a22 1 PGTO130 D p,E.Y5870.5
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(forall approved configurafions on Sheets 2&3) Maximum DP for all saes:+60/-60
For comer astragal anchorage on 90"or 135'comer units,see sheet 11 (May be limited by Table 2A)
Door Unit Height .
Table applies to Glass Types 4,4A, 60" 04 90" 96" 102, IN" I W 120"
6,6A,7,7A,8 8 8A and the 69-718"DLO 73.718"DLO 79.7/8"DLO 85-7/8'DLO 91-718'DLO .97-71B"DLO 103-7/6,OLD 109-7/8'DLO .
StIWAstragal Types shown below. AnchorGroup AnchorGmup Anchor Group Anchor Group Anchor Croup Anchor Group Anc rOmup AnchorGroup
A B C D A B C D A SI CID A 8 C• D A B C D A B C D A B C D A B C D
HeadlSl9 C4+1 C4+1 04+1 CA+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 1 + C4+1 C4+1 C4+1 1 04+1 C4+1 C4+1 C4+1FIA+
C4+1 C4+1 04+ +1 C4+1 CA+1 C4+1 C4+1 04+1
24" 0LO Jamb a 6 B B B 6 a 8 8 8 6 8 8 6 6 8 10 10 10 10. 10 10 10 10 10 10 10 10 to 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 8+0 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
HeadlSi6 04+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 04+1 C4+1 CA+1 04+1 C4+1 04+1 C4+1 C4+1
30° D Jamb 8 8 8 8 a 8 8 8 8 8 8 8 8 8 a B to 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+6 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+6 8+9 8+9 8+9 8*9 8+9 8*9 8+9 9+10 9+10 9+70 9+10 9+10 9+10 9+10 9+10
Head/5111 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 G1+1 Cri+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4M 04+7 C4+1 04+1 CA+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1
36' OLO Jamb 6 8 8 8 8 8 8 8 B & B 8 B 8 8 8 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+a 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 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 -
Head/S01 CA+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1
3.7 a 42" DLO Jamb 8 8 8 8 8 8 8 8 8 8 B 8 8 8 8 8 10 10 10 10 10 10 10 10 t0 10 10 10 12 10 10 70
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+6 8+9. 8+9 8+9 8+9 8+9 B+9 8+9 t1+9 9+1g 9+70 9+10 8+10 9.10 9+10 9+10 9+10
HeadlSill C4+2 04+2 C4+2 tit+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 CA+2 04+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2
z 48° [)LO Jamb 8 8 8 a 8 8 8 8 a a 8 8 10 8 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+0 7+B 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 9+1D 9+10 g+10 9+1g 9+10 9+10 9+111 9+1D
HeadlSill 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2
54" DLO Jamb 8 8 8 a 8 8 B 8 10 8 8 8 10 8 a 6
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 Not available in these sizes
HeadfSill C4+2 04+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2
60° DLO Jamb a a B B 8 8 8 6 10 8 a8 10 8 8 8
P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+6 7+8 7+B 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH=
NOTES: NOM.PANEL WIDTH-7"
1)POSITIVE PRESSURES 1N 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 MAX Sill Height to Max.(+)DP DOOR UNIT HEIGHT-10.125"
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH I —
3)4",3-19'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" = PANEL HEIGHT=
Sib Riser Height
SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Fl at or Box,see (+)Design 2 DOOR UNIT HEIGHT-1.866"
W 0c
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = O OH RATIO 21 PRODUCT REVISED
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet t7) = 00 as complying with the Florida
NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see note 3 O Building Code
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +46.67 Nos-No. 20-0429.09
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" +60.0 Expiration Date:02/17/2025
4°-
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High +60.0 OH LENGTH By-.
INSTALLED. SEE NOTES 1-3 OH RATIO= OH HEIGHT Mlaml-Dade Product 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 @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 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-duty Stile Heavy-duty Stile
Standard Astragal Outside Corner`- Cor e
Outside Corner
Corner
111unr/,,
inside' 11Nj!o�
Inside Comer Corner Outside ��•.•''U.%CENs�••.C�
Corner
Part#61[Stile) Part#61(Stile) Part#119(Out) Part#61(Stile) No.58705
Part#61(x2) Part#61 Part#61 Part#61 Part .
#118(Comer Parts#31&932 Part 961 - -
Part#67(Astragal) Part#120(In.) - G
Receiver) (Corn.&Fxd Mount) - O
10M7ECRAIDEDGYDRIM a."W+e :0�•., STATE OF _'!4V
KYEA=A.s427s DPANDANCHORAGE c •'•:`;<ORiDH.•_••` \_:
(9 1)4604Ba0 �� Sts,O,•••••. C�
JR 0 Wo D NO CHANGES THIS SHEET. aEOISMATlDaM01122W SERIES 770 ALUM.SGD-LM IMPACT ,1,/ANAL fillilk,
a,em�edrt r— — °i'rO"r' x A.LYNN MILLER;P.E.
R JR ,m1Lv14 a scan0 WSJ 7 d 22 PGT0130 D P.E.0587D5
d
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2 8 3) Maximum DP shown below Si0 Height to Max.(+)DP
For caner astragal amhorage on 90°or 135°corner units,see sheet 11 _ (May ba limited by Table 3A)- (Water Infiltration Rating)
Door UNt He Ig h I Sill Riser Height
Table applies to Glass Types 4.4A, aw 84" so. 96" 102" 108" (Flat or Box,see (+)Design
6,EA,7,7A, 8&SA and the 69-718"DLO 73-718"DLO 79.7/6'DLO 95 VP DLO 91-B"DLO 97-7/8"DLO Sheet 17) Pressure,psf
Stlle/Astragal types shown below. Anchor Group - Anchor Group Anchor Group Anchor Gmup Anchor Group Anrho Group Flush-1-112" see note 3
A I B I C I D A I B I C D A I B I C I D I A 1 8 1 C I D A IB C D A 8 C D
Design Pressure +/--90.0 4/ 3 psi +F-75.0 psi Low'2-1/2" +46.67
17" Head/Sill C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4t1 C4+1 C4+1 C4+1 04+4 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 Medium-3-1W +60.0
�� DLO Jamb 8 8 8 8 8 8 8 8 B 8 8 8 8 8 8 a 10 10 10 10 10 10 10 10
High-4° +90.0
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7t8 7+6 7+8 7+8 7+g 7+8 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 1 8+9 SEE NOTES 1-3
Design Pressure +/--90.0 psf +/-82.5 psi +/-75.0 psf
31r 23" Head/Still C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G1+1 04+1 C4+1 1 C4+1 1 C4+1 C4+1 1 G4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 1 C4+1
L DLO Jamb 8 8 1 8 8 8 8 1 8 8 10 8 6 1 8 1 10 1 8 1 8 8 10 1 10 1 10 10 t0 to 10 1 10
P-hook 6+7 6+7 1 6+7 6+7 7+8 7+8 1 7+8 7+8 7+6 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 8+9 8+9 8+9 S+9 8+9 8+9 6+9 1 8+9
Design Pressure +F90.0 Ps f +1-82.5 psf +/-75.0 psi
" 29" Head/Sill C4+1 C4+1 C4+1 C4+1 04+1 04+1 04+1 C4+1 C4t1 C4+1 C4+1 C4+1 C5+1 C5t'1 C4+1 C4+1 C6+1 C5+1 C4+1 C4+1 C5+1 C6+t C4+1 C4+1
DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 10 10 10 10 1 10 1 10 1 10
5
P-hock 6+7 1 6+7 1 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 1 8+9
E Design Pressure +/-90.0 µsr +/•82.5 psf +/-75.0 psf I
'3`° Head/SN C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C5+2 C5+2 C5t2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C6+2 C5+2 OH LENGTH I�—
" DLO Jamb 10 8• 8 8 10 8 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 2
P hook 7+8 7+8 7+g 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 8+9 8+9 8+9 8+9 8+9 8+9 8t9 8+9 O
Design Pressure +/90.0 Psf See Note A ow. +J•82.6 psi +J-75.0 psi = 0I OH RATIO 2 1
41" HeadlSB[ C12 C6+2 C4+2 C4+2 C5+2 CS+2 C5+2 CSt2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 +2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 = o
48" DLO Jamb 10 8 8 B 12 10 8 B 12 10 8 8 14 12 8 8 14 12 10 10 14 10 10 10
P hook T+8 7+8 7+B 7+8 8+9 8+9 8t9 8+9 8+9 8+9 8+9 g+9 8+7D 9+10 +10 9+10 9+1D 9+10 9+10 9+10 9+10 9+10 9t10 9+10
NOTE A.+/-90.0 PSF FOR GLASS TYPES 4, A,6,6A,7A, 8&BA; +/-87.1 FOR GLASS TYPE 7
EXAMPLE ON SHEET 9
NOTES: OH LENGTH
=
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4-SILL. OH HEIGHT
2)WHEN USING THE 2-1J2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1t4"SILL,POSITIVE WATER DLO WIDTH= OH RATIO
NOM.PANEL WIDTH-T'
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4",3-114"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" PRODUCT REVISED
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as complying with the Florida
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= Building Code
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866' 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. € ;r w
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By`
Mlaml-Dade Product 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 Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty5tlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal Outside Comer Inside
Outside Corner
Corner
1 011I11f
Inside - `���G`yy LYrt)/y
Corner Outride
Inside Corner •� �iCENSC'•,�(
Corner = Q�:' •.��'
Part#61(Stile) Part#61(Stile)
Part#61(x2) Part#61 Part#61 Part#68(Astragal)
Part#61 Part 1#118(Corner Part#119(Out.) 31  Part#61 t No.58705
Pact#68(Astragal) Part#120(in.)Receiver) 1(CZr1s&l Fxd Mount)IZN _
T it-
f07aTECHNd.00YORNE o.oga %�O�'.• 5 ATE 0 �O.'��
N. 'n-1075 DPANDANCHORAGE (� '4 0R10P
tarv+so•feoa .� /��'sS7ONAL ENC`'�\
JR 032&20 NO CHANGES THIS SHEET. REMSYM770NOMM SERIES 770 ALUM.SGD-LM IMPACT 1'11111 I i I r 1``
°r1i1°°t — o"�aK` — A LYNN MILLER,P.E.
JR 10110114 oaec ® SOD-M NT.S 8 �r�' PCiTD1� ♦7 P.Eit 58705
NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF:
.SEE"C5"CLUSTER
SEE JAMB (9)P-HOOK ANCHORS, MAX.UNIT WIDTH ETAILS,SHEET 10
SPLICE REQUIRED Q (PERPENDICULAR TO GLASS SEE"C5"CLUSTER SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK
INTERLOCK 24"MAX.O.C.
POCKETS CLUSTER,SEE
THIS AND \ 48"TOM. DETAILS,SHEET 11
SHEET ";, SEE POCKET 10 P-HOOK PANEL WIDTH x x
JAMB MOUNTING I x x x x x x xxxx x x 6"MAX.
INSTALLATION, ADAPTER I 6"�• aaa}}}����} x x x x x x xx x x x x
THIS SHEET ANCHORS MIDWAY I io i L 3"MAX. x x
&SHEET 14 BETWEEN P-HOOK I o,
ANCHORS&AT 3" i �® 4 PAIRS OF
x=FRAME x ANCHORS
;,,�,,, FROM TOP& ip 14"MAX.O.C. 10�
ANCHORS 96" (TOTAL 8
BOTTOM i z¢ i;11
i o UNIT 21"MAXANCHORS)
^8"MAX.TO OPENING I�' ® HEIGHT O'C' PERJAMB
EDGE OF POCKET SEEII0®ANC ORS xx (DS�EEAIIAMB
INSTALLATION i o MAX.O.C.
DETAILS'Jc'&'Kc', ®' � I� mO=P-HOOK BELOW)
END PANEL SHEET 14&PART ®� i0l %0 MOUNTING x
ANCHORAGE DETAILS'J'&'K', IU 1 j ,0. — 3"MAX, ADAPTER
24"MAX. (2 ANCHORS) SHEET 19 FOR i g L--k® jlo-}j 'j ANCHORS X
O.C. P-HOOK L-_----6 MAX. - x x
"+2" ANCHORS x x - x x x
ANCHORAGE END PANEL x` x, x x x x x x x r x x x. "� ENO PANEL
x x x 6"MAX. ANCHORAGE(SEE
ANCHORAGE x' x xx x x.
^+2'• SKETCH BELOW)
(SEE SKETCH BELOW] "+2" "+Y' "+2" ANCHORAGE +2"
CENTERLINE B"MAX.,TYP. ANCHORAGE
OF PANEL 1 ANCHORAGE ANCHORAGE ANCHORAGE "
24"MAX. EXAMPLE:5-PANEL.2 TRACK,90"OUTSIDE CORNER-DXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: 2.04
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)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANEL ANCHOR EXCEPTION,"+1'ANCHORAGE ONLY): ANCHORS MAY BE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE To NEXT AS NEEDED TO ALIGN THE
QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: �
•+�--CLUSTER TO BE EXTERIOR HEAD OR SILL IF A SPLICE
48" ) CENTERLINE OF 24.O.C.OR LESS 21„ L✓ OCCURS AT THE P-HOOK
NOM < • INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS.
PANEL - USE SPECIFIED CLUSTER FROM APPROPRIATE MAX, PRODUCT REVISED
WIDTH SEE"C5"CLUSTER. O.C. as complying with the Florida
DETAILS,SHEET 10 STRAIGTABLES,SHEETS CORNER EACH INTERLOCK AND CEMERUNEOFENOPANEl Building Code
FOR INTERLOCK PLUSSHTANDQUANTITY OF GAL
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY NOA-No. 20-0429.09
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR 5'64" ExPiratlon Date!02/17/2025
"+TANCHORAGE I NTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24".OTHERWSE ANCHORS ARE NOT
3.5" ADDITIONAL ANCHORS 24"O.C.MAXIMUM. REQUIRED AT THE MIDSPAN AS PER THE FlGUREASOVE 6 MAX. si. ...- VI G AR
Mlaml-Dade Produet Control
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
"+2"ANCHORAGE ANCHOR PAIR
REQUIRES SEE"C5 CLUSTER END PANEL
CENTERLINE CENTERLINE
IL
CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE
• 1 DETAILS,SHEET11 �lNTERLOCK FORASTRAGAL ASTRAGAL (2 ANCHORS)
g
i4.051' I 3.6' I MAX,
EXTERIOR CENTERL�OFPANELINE 3 "+2"ANCHORAGE �--OFPANELI4E "+2"ANCHORAGE (--CENTERLINE -Y� N0•56705
Z"FI OFPANEL5E SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 0 G
10707EMOLOOYDATOE %�O srA 2c��•'(���
N.IVSVIM Fl.34276 ANCHORAGESPACING&EXAMPLEPLANS %:<, ..,F.0RIoN•.-`N2;
°°' RewsTRATTDNIrz0z0s SERIES 770_ALUM.SGD-LM IMPACT '!SSZONAL ECG
JR 032620 D NO CHANGES THIS SHEET. J J 1 \\�
JR 7d1N14 ac ® SGBJJTO NT$ 9 -22 o.ro PG7U130 D A.LYI(IE'k 58705 P.E.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. 2 04
INTERLOCK-1-.1 NEEDED INTERLOCK'-, CONDITION,USE INTERLOCK+I"IF NEEDED 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
—� 1.75" 6„DIAG.
3.5" 7„ 7„
1.75" 3.5" 21"
4" LAG. IA MAX.
2.04" O.C. EXTERIOR
2.04" 2.04" 21"
5.64" MAX.
3.5" 4"DIAG. 7 3.5" O.C.
EXTERIOR 7" EXTERIOR T' EXTERIOR
0 2-TRACK FRAME HEAD/SILL 7 6",MAX'
2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL
Q ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK �2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6"MAX
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS") ANCHORS ARE REQUIRED,"C6-) ANCHOR PAIR
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORI-SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK IF NEEDED INTERLOCK CONDITION,USE INTERLOCK IF NEEDED EXTERIOR
ANCHOR PAIR
CENTERLINE I CENTERLINE 1 "C6"CLUSTER DETAIL) CENTERLINE 3.5-
—�3.5" T'
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT.OR INT.
0 2.W W
MAX. TRACK(INT.SHOWN)
.08" O.C.4" NOTES:
1.ALL DIMENSIONS SHOWN
EXTE RIIOR " EJCTERIIOR 7„ 4"DIAG. EXTEER_IOR AL OBWED.D ON MIN.
v 3 TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 6"MAX 2.FOR HEAD NC SILL SPLICE
0 ASTRAGAL OR INTERLOCK Cat ASTRAGAL OR INTERLOCK (ED ASTRAGAL OR INTERLOCK LOCATIONSIANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB P"HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,"C4'1 ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR PRODUCT REVISED
FOR SPLICED Building complying with the Florida
ASTRAGAL OR I�.SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE asco Code
INTERLOCK--I IF NEEDED INTERLOCK+1 (FOR SPLICE INTERLOCK r I CONDITION,DO NOT CONDITIONS ONLY: NOA-No. 20-0429.09
CENTERLINE CENTERLINE 1
CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION Expiration Date:02117/2025
I
"C6"CLUSTER DETAIL} IF NEEDED G'54a:'.
�•— 3.V' "'�'� 3.5" 3.5" 7„ 3.5" Miami-Dade Product Control
2.04" 4"DIAG. 2.04" 4"DIAG. 2.04"
2.0#' 5.3T'DIAG. 4"DIAG.
4.08"
4"DIAG. I 2.04
I 1
EXTERIOR - EXTERIOR EXTERIOR --- - 3.5"
� 7 �. 7„ 3.5" l�
��II4-TRACKQC,r LICGNsf
�J 4-TRACK FRAME HEAD/SILL 4 TRACK FRAME HEADlSILL V FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK an ASTRAGAL OR INTERLOCK NO.5B705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') WITH 8:WITHOUT SPLICE CONDITION
vOmrECHNOEOGyawye O arEDF
N. m ANCHORAGE EXAMPLE CLUSTERS ' �
✓R "o�zsa0 D NO CHANGES THIS SHEET. 'i+ SERIES TTO ALUM.SGD-LM IMPACT ��NAL�N.'`
SAW WA sw' — mro:n — A.L'IW Mdld&P.E:
JR� 1�0Ji4 n� ® SG0.T7D N7u f0 d 22 PGTD190 D P.E.iSaTOs
z.0a^ 2.04"
. INTERIOR 2•�" io
2.04" "+1"ANCHOR
INTERIOR INTERIOR
?4-DIAG. 4"DIAG. 8.94"'
6.12" 6.12 *INTER
INTERIOR INTERIOR 7"
90 3. ' 90 3. I _ CENTERLINE
EXTERIOR EXTERIOR4"DIAG. 4"DIAG. f OF PANEL
4" 3.5" 4" "+2"ANCHOR
2.04" EXTERIOR 2�„ T' 2� 4" 2.04" 94"
EXTERIOR
2.04"
90*CORNER 90°CORNER 135°CORNER 135"CORNER 34"DIAG.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 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 I_ CENTERLINE
ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,"C6'1 ANCHORS ARE REQUIRED,"24" ANCHORS ARE REQUIRED,"C6'I OF PANEL
4.08"
INTERIOR
EXTERIOR INTERIOR
4.08 ^+1"ANCHOR "+3"ANCHOR
4„ 7.41"
INTERIOR 3.5 INTERIOR
90° 7^ 135° 2.04"
EXTERIOR 4"DIAG.
3 3,6'
3.5"
4.08" 4.08" 7" T'
""MG. 5.37" AG. CENTERLINE
CENTERLINE OF PANEL
OF PANEL 2 TRACK FRAME HEADISILL
EXTERIOR4,� 3.5" 4" ON INTERMEDIATE ANCHOR LAYOUT
EXTERIOR T' INTERIOR ALL "+2"ANCHOR
90°CORNER 135°CORNER EXTERIOR
VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 107
("C6"ANCHOR CLUSTER REQUIRED ("26"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED
as complying with the Florida.
Building Code
INTERIOR 6.12° INTERIOR 2.04" NOA-No. 20-0429.09
2.04" 6 1z, 3.6' Expiration Date:02/17/2025
EXTERIORCENTERLINE
4 INTERIOR 5.86 OF PANEL
INTERIOR Miami-Dade Product Control
90° 4 3.5" 135° 2.04" "+3"ANCHOR
DIA T'
6,12" 4"OIAG. 6.12'
" 3.6" 4.08„
7" EXTERIOR
2.04" 7 3.5" 4" 4"DIAG. 3.5„ 4„ 3.5" I CENTERLINE -��EXTERIOR _ - _ EXTERIOR - - ow LYNN
90'CORNER 135°CORNER 2.04 +OF PANEL `��C���.•'410ENgF M��(�
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("C8"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL
("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT No.58705
AT ALL 4TRACKCORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 10707ECJ*V0L0GYDRNE o."te.r `� '• 20'(V��
2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.Maw=FL3f77H ANCHORAGE,EXAMPLE CLUSTERS O��
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (aot)�m teao �FS, •,'4ORtoP..
JR 10— srzo D NO CHANGES THIS SHEET. REou7R477 lW#2M SERIES 770 ALUM.SGD—LM IMPACT ��S�OIVAL
a>y^rar �' o "a fb" 0,'Y'4•fIM�LEII;b.E.
RJR >mlfYts SGD-TJ[I NT.�1 11 °r 22 P�aTO�� D P.E.058705
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 9 SEE TABLE A,SHEET 1
2-1116"• 2-1/16"' 2-1/16"• NOTES:
EXTERIOR 1/4" 1!4" 1/4" 1.ALL DIMENSIONS
C7 MAX. MAX. MAX. . SHOWN ARE BASED
SHIM �� SHIM EXTERIOR SHIM ON MIN.ALLOWED.
EMBEDMENT: T 7 2.METAL WOOD
SEE TABLE A, JJJ I SUBSTRATES MAYBE
'I USED FOR ALL FRAME
SHEET
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 ANCHOR 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
2 TRACK FRAME HEAD 3-TRACK FRAME HEAD 4 TRACK FRAME HEAD •DIAGONAL O.C.1S
MIN 4"(HEAD 8 SILL)
\,Awj 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
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
`_":4•i _I. _- <:. ..,,�a :.. r'.•�•: 1 -_•�•. .. .-.�:,. ..Wa ice'.
'7T- (114"MAX.) (1/4"MAX.) }T
EXTERIOR 1 EXTERIOR EXTERIOR I EMBEDMENT:SEE
�] TABLE A,SHEET 1
" 2-1/16"• � 2-1/16"• �2-1l16"• 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
Ow IALWOOD E SILL da I K FRAME SILL � CRL
WOOD NSTALLATION w NTAALLATION MEATAOL
EMBEDMENT:SEE
TABLE A,SHEET 1 as Builtling Code
compying with the Florida
EMBEDMENT.SEE NOA-No. 20-0429.09
TABLE A,_SHEET 1 EDGE DISTANCE: Ecpiration Date:02/1712025
SEE TABLE A, By:
EMBEDMENT:SEE METAL TYP., SHEET 1 Miami-Dade Product Control
TABLE A,SHEET 1 �1 EDGE DISTANCE: SEEANCHOR-
2XWOOD EDGE DISTANCE: 2X WOOD O SEE TABLE A NOTE 4,SHEET I
TYP.,SEE ANCHOR SEE TABLE A, SHEET 1
SHEET 1 TYP.,SEE ANCHOR
NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., 2-1l16 •
2-1/16"• SEE ANCHOR NOTES
WOOD ANCHOR TYP., 2-1/16"• &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS i i 11 11 i
&TABLE A,SHEET 1 BEYOND THE `
EXTERIOR ' EXTERIOR ,SON �YIdN,�i
EXTERIOR METAL = ,�•�,.•''LICEros�:••.!�
1/4"MAX.SHIM Imo— T3 1/4"MAX.SHIM -►1 1— SUBSTRATE
1/4"MAX.SHIM L
= No.58705
2-TRACK FRAME JAMB 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB
Gw WOOD INSTALLATION �WOOD INSTALLATION Iw METAL INSTALLATION Z
10707ECHMO100YORiVE owe �O �rA T'•, TE O (V�
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?'�'r �` s:+ur Dt'ww a" A.LY4N MILLER,P.E.
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT.SEE TABLE A,SHEET 1 NOTES:
CONCRETE EDGE DISTANCE:SEE
EDGE DISTANCE: EDGE DISTANCE;
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 1•ALL DIMENSIONS
PER TABLE TABLE A,SHEET 1 CONCRETE CONCRETE SHOWN ARE BASED
A,SHEET 1 2-1/16"• PER TABLE 2-1/16"• PER TABLE 2-1116"• ON MIN.ALLOWED.
A,SHEET 1 _ A,SHEET 1 1/4"
`DIAGONAL O.C.IS
EXTERIOR jt'; .r.•:• }•�;:<"••:
..'t::;; •e.." MAX. MIN (HEAD&SILL)
SHIM OR 6 (JAMB)SEE
SEE TABLE A, T IjyMP EXTERIo I/4 EXTERIorz DEETAIMAX. rj L S,SHEETS
SHEET 1 SHIM `+- SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X TSEE
ETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYR,SEE CHOR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
FRAME NC CK FRAME � NCCK EAME HEAD
CONCRETES INSTALLATION CONCRETE INSTALLATION CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED IX
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYR,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 ITABLE "IANCHOI R NOTE3,SHEET1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEEANCHORSEE ANCHOR
NOTE1/4"MAX SHEET I S EET 1
-11
T, 4� (114"MAX.) (1/4"MAX.)EXTERIOR EXTERIOR ^i" EXTERIOR RI i •r'
2-1/16"• r l CONCRETE
2-1/16"
2-1/16"• 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
ga 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
De CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
TABLE A,SHEET
1 _H PRODUCT REVISED
TABLE A,SHEET 1 as eompying with the Florida
Building Code
EMBEDMENT:SEE .Y: NOA-No. 20-0429.09
TABLE A,SHEET 1 —� EDGE DISTANCE:
EDGE DISTANCE SEE TABLE A, Expiration Date:02/17/2025
EMBEDMENT;SEE PROPERLYSECURED —r,
CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 By: w
TABLEA,SHEET 1 —�I TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, '. Miami-Dade Product control
PROPERLY SECURED ;� EDGE DISTANCE: NOTES&TABLE A, J SHEET 1
1X WOOD BUCK TYP., SEE TABLE A, SHEET 1 • 2-1/16"'
SEE ANCHOR NOTE 3, SHEET 1 ;;:: 2-1116"
SHEET I CONC./CMU ANCHOR
CONC./CMU ANCHOR 2-1/18"` TYP.,SEE ANCHOR
PROPERLY SECURED NOTES 8 TABLE A,
1X WOOD BUCK TYP., CONCRETE
NOT SEE ANCHOR SEE ANCHOR NOTE 3, SHEET 1 OR CMU t I 11111 r r NOTES&TABLEA, CONCRETE
SHEET 1
SHEET 1 CONCRETE OR CMU EXTERIOR .':; PER TABLE .� y L NM
EXTERIOR :. N,.....,
I OR CMU EXTERIOR : PER TABLE n_ A,SHEET 1
�1/4"MAX.SHIM —►11r— PER TABLE A,SHEET 1 v ti ��.•''ti�GENSF''•.(���
A,SHEET 1 1/4"MAX.SHIM -I 1.— �•'
1/4"MAX.SHIM Fes— _ No.58705
2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
Gc CONCRETFJCMU INSTALLATION He CONCRETEICMU INSTALLATION Ic CONCRETE/CMU INSTALLATION •'.
7U�FL
DRNE �ba Q Sf}ATE O�tf(__ ((�
z�s ANCHORAGE DETAILS I�� ' °<OreooJR o D NO CJiANGES THIS SHEET. SERIES 770 ALUM.SGD-LM IMPACT '�/ON
os —— eem ate jM
e''t`�°'t sale 9"'t p1i1m1Mt A.LYNN MILLER P.E.
JR IOIIW14 sao-77D NTS !3 d 22 PGT0130 D P.E158705
INSTALLATION DETAILS .NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIREDATALL .•. 2.603"MIN. ON MIN.ALLOWED.
INSIDE POCKETS =;: EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLEA,SHEET 1 P-HOOK MOUNTING ADAPTER WATER a SHEET ARE FOR
WOODANCHORTYR, INFILTRATION CONC./CMU ILLUSTRATIVE
SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE.
EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, ,i' ALL APPROVED
(ALSO SEE TYP. ••. TABLE A,SHEET 1
SHEET 1 29 ILLUSTRATION,SHEET 9 '• :`. 7' SUBSTRATES.
1-1/4"MIN.EDGE DISTANCE
DISTANCE SEE ':t:' EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEEP 1 EMBEDMENT: ,t: .Y..':," 2� SHEETS 6-8 FOR
SEE TABLE A REQUIRED P-HOOK
26 >'�•.+,:.�': ':;. .; '. :.. P-HOOK MOUNTING
EXTERIOR SHEET,1 ::::°,;••••:� �+:'� ADAPTER CONCJCMU AND P-HOOK
PHOOK WOOD ANCHOR TYR, ':':,� `•+:~. ':s' -ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES P HOOK "': •':.:':•= ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEEP 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) A,SHEET 1
EDGE DISTANCE ILLUSTRATION,SHEET 9)
®P-HOOK FOR USE WITH FLAT SILL RISERS 453)P-HOOK FOR USE WITH ANY SILL RISER
�+ PARTS#16,#20,#22 OR 24, \,:Lcj PARTS#18.20,#22 OR 24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAYALSO BE INSTALLED 1N
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 CONCJCMU
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
BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ;'; `, •f• A,SHEENOTES&TABLE
SUBSTRATE &TABLE A,SHEET 1 '',�.i.Y'
20 ALSO SEE TYP. EMBEDMENT: F (ALSO SEE TYP. PRODUCT REVISED
( SEE TABLE A, ILLUSTRATION,SHEET 9) as complying with the Florid.
ILLUSTRATION, SHEET I % ` ' "`' 28 Building Code
EMBEDMENT: SHEET 9) �• 's!':.�: NOA-No. 20-0429.09
SEE TABLE A. " -
i Expiration Date:02/17/2025
ED DISTANCE:SEE
SHEET 1 TABLE A,SHEET 1 +' 1-1/4"MIN.EDGE DISTANCE By.
� ,, � Miami-Dade Product Control
30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES ANCHOR TYP.,SEE J L
&TABLE A,SHEET 1 ANCHOR NOTES&TABLE v
(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)
P-HOOK FOR P-HOOK FOR USE WITH BOX
Kw PARTS#19.#21S 23 R 25,E WITH BOX SILL RISERS Kc PARTS#19,21,#23 OR 25, SILL RISERScEN
METAL INSTALLATION EXTERIOR CONCRETE INSTAL EXTERIOR Qom.• ti
(SEE TABLES 1A,2A&3A MOUNT ONLY (SEE TABLES 1A,2A&3A MOUNT ONLY No.58705 �
=�`
FOR WATER RATINGS) FOR WATER RATINGS) -
7p'.
70 TEC �0
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N. ANCHORAGE DETAILS '.�SsrpNAL EaG\?
JR 03R520 p NO CFiAIY0E3 THIS StIEET. REGISTRATIW+ SERIES 770 ALUM.SGD-LM IMPACT `1 n,,,,,,r+`
A LYNN MILLER,P.E.
JR 10110114 80D•770 NTS 14 d 22 PC3T0130 D REA 58705
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:
1)SEE SHEET 17 FOR INDIVIDUAL EXTERIOR
PANEL CONFIGURATIONS AS 90°
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
PANEL PANEL CORNER DETP 'NZ',
TABLES,SHEETS 6 8 FOR MAX TYPE TYPE TYPE TYPE SHEET 19&CORNER
PANEL HEIGHT AND WIDTH.SEE 'QS' 'AS'
N K ANCHORAGE SHEET 11
SHEETS 18&19 FOR SECTION NOM MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX, PANEL I / MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. / ` DLO PER 'M',SHEET 19
2)(1)LOCK(ITEMS 75&107-110)AT HE GHT WIDTH TMP• / HEIGHT TABLES
EACH LOCKSTILE,LOCKING INTO SEE PER 1 EXTERIOR INTERIOR
KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 1-3
OR ASTRAGAL. , ,,, JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE '-✓ x X 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X 'Gw'&'Gd,SHEETS 12&13
COMBINATIONS PER DP/ANCHOR j L TABLES. DLO WIDTH=NOM.PANEL WIDTH-7"
90° DLO HEIGHT=DOOR UNIT HEIGHT-10.126'
SILL DETAIL'D',SHEEP 18;
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
'DW&'Dd,SHEETS 12&13
SILICONE HOT-MELT BUTYL
STRUCTURAL
SILICONE SILICONE
STRUCTURAL 114"NOM. FOAM 3/16"NOM.
BY OTHERS POLYISOBUTYLENE WITH
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS
#8 X 1"
#10X1-1/2" PH SMS PRODUCT REVISED
th the PH PH SMS eulidino ode
INT.GLASS INT.GLASS NOA-No. 20-0429.09
,za KODISPACE 4SG TPS ,zs SUPER SPACER®NXT.- Enplratlon Date:0211712025
ALUMINUM Miami-Dade Product Control
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
PANEL CORNER BUTYLENE 5n6"NOM.
FRAME CORNER sn6°NOM. SEAL
DETAIL euTYL& SILICONE SEAL
DETAIL DESICCANT ROLL-FORMED
FOAM STAINLESS STEEL
EXT.GLASS
Part# Description Material EXT.GLASS III,I
IN Kommerling_4SG TPS Spacer System -- - - :% .'� LYNAl
125 Quanex Super Spacer nXT with Hot Melt Butyl Sea this
Sheet for INT.GLASS INT.GLASS q '
128 Quanex Duraseal Spacer Materials 140.58705
127 cardinal Edge spacer ,za DURASEAO SPACER ,zT XL EDGET"SPACER
REFERENCE TEST REPORTS:FTL-6717,8968&8970
10" a10LOOVvRrvE � . F
NCHORAGE
DETAILS/EXAMPLEELEVATID •.F[OR19P.•'\G\?:
REGrsM7ra 02=0 SERIES 770ALUM.SGD-LM IMPACT �'�`,SIONAI-E�
JR 032620 NO CHANGES THIS SHEET: �tymr &fir ease �e t I I/ I}�ii
A LVNN�I�LeR,P.E.
— 1ma'14 oee ® sGD•770 NTS 15 -22 PGT0130 D P.E.S58705
CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
'M',SHEET 19 OPERABLE JAMB DETAIL'GT,SHEET 18;
(fat—S CAILWI
NSTALLATION DETAILS'Gw'&Ge,SHEETS 12&13IXED JAMB DETAIL'G2', ASTRAGAL HEADER DE ,SHEET HEADER DETAIL W,SHEET 18; MAX,
SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&Ad, DLO
DETAILS'GW&'Go!, L2,SHEET 19 'AW&'Ad,SHEETS 12&13 SHEETS 12&13 WIDTH JAMB DETAIL'G3',SHEET
SHEETS 12&1$ TYP. 18;INSTALLATION DETAILS
( 90° �'GW&'Gd.SHEETS 12&13
PANEL PANEL PANEL PANEL �`
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL
R' L' D' TYPE
A' TYPE TYPE TYPE Y o. INTERLOCK DETAIL
MAX. A 'CS' 'OS' MAX. M',SHEET 19
NOM. UNIT
PANEL HEIGHT SILL DETAIL NOM. HEIGHT ' 90°OUTSIDE CORNER
WIDTH TYP. PER '13%SHEET PANEL PER DETAIL N1',SHEET 19&
MAX. PER SEE TABLES 18; MAX•/ WIDTH TYP. SEE TABLES CORNER ANCHORAGE
DLO TABLES 1-3 NOTE 2, 1 3 INSTALL DLO PER NOTE 2, 1-3 SHEET 11
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR
a 'OW'&'Dd EXTERIOR
o x x X SHEETS 12 (�Vj NOM.PANEL
&13 , X j� x WIDTH TYP.
MAX.UNITWIDTH ( PER TABLES
SEE FRAME& 1 3
PANEL CORNER SILL DETAIL ID',SHEET 18; MAX.UNIT WIDTH Mom•UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 (2-TRACK) 'DW&'Dd,SHEETS 12&13 EXAMPLE:90'OUTSIDE CORNER-XXIXX(2-TRACK)
JAMB DETAIL'11%SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW&
L2,SHEET 19� ."1 INTERLOCK DETAIL'M',SHEET 19 le,SHEETS 12&13
1 , � HEADER DETAIL'C',SHEET
u HEADER DETAIL 18;INSTALLATION DETAILS
JAMB DETAIL'H2',SHEET P-HOOK DETAIL V&'IC,SHEET 'B',SHEET 18; Cw&'Cc',SHEETS 12&13
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION
'Hw'&'He.SHEETS 12&13 'Je.'Kw'&Xd,SHEET 14 DETAILS'BW&Te. DETAILS'IW&'Id,SHEETS 12&13 PRODUCT REVISED
SHEETS 12&13 as com rying with the Florida
BuildingP Dode
r--- MAX.UNIT WIDTH r MAX.UNIT WIDTH -�- NOA-N 20,0429.011
Expiration Date:02/17/2025
PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL
By:
TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE
I 'M' 'F' 'F' �P' Miami-Dade Product Control
MAX.
MAX.UNIT NOM. UNIT
HEIGHTPANEL & i
a I PANEL / HEIGHT
PER WIDTH TYP. I WIDTH TYP. PER
TABLES MAX. SEE PER x 1 SEE MAX. PER TABLES
1-3 DLO NOTE 2, TABLES 1-3 j —NOTE 2, DLO TABLES 1-3 1-3
HEIGHT SHEET 15 y I SHEET 15 HEIGHT
a b b
o x X x i X X x 0 0�1Y LYrJM
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;l EXAMPLE:MO SILL DETAIL'F',SHEET 18;f✓ No,58705 =
(3-TRACK,RIGHT POCKED INSTALLATION DETAILS (4TRACK,BY PASS) INSTALLATION DETAILS
'Ewe&'EC,SHEETS 12&13 'Fw'&'Fe,SHEETS 12&13 G 2,mac�(� ��1
10707ECHN=GYDRW ° S ATE 0 U
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PANEL'S-RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL `STRAP ASTRAGAL INTCORNER EXTCORNER EXTCORNER INT CORNER IXTCORNER EXTCORNER INTCORNER
INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90.RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER
TYPES OUT IN STILE W!HANDLE BOX OUT BOX IN W/HANDLE W/HANDLE W!HANDLE W/HANDLE W!HANDLE W/HANDLE 90 RECEIVER W HANDLE W!HANDLE
��'.�+'�7 #116 #1#1111,8 031 #1
#5 #S7
SINGLE INTERLOCK E]Ir F PP K L TR TQ TC TA TV TW
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IN Owxour Oxa MD
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L1HAN ILE * D M J J
WlHANDLE
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W1 HANDLE (BWOM 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
ASTRAGAL A I SIZES&DESIGN PRESSURE.
JBOx IN /Y LEFT 'QINTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
W/HANDLE BOXa� PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
nn EXTERIOR
�-- ASTRAGAL T U STILE V STILE AND ARE NOT AVAILABLE.
Cl) BOX OUT 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES
(#61),CORNER RECEIVER(#118)AND EITHER
LL.. ASTRAGAL T J / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER
W BOX IN f lJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
lear20 (Da"D
4.135"ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCKSTILE
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sp LocKsnLE ( )AND CORNER ADDON(#31).
J Wl HANDLE#120
W EXTCORNER /� SILL RISERS OPTIONS --i r— .23z"
z 90 LOCKSTILE �_/T QS —�I .232"
Q W/HANDLE#ttg Esc �I+—•232" I EXTERIOR PRODUCT REVISED
I EXTERIOR gg
DR CORNER#6 EXTERIOR 232^ EXTERIOR •pg2^ a 062 BuIIdIn P Co"dewith the Florida
90 RECEIVER I _T ` _` �� OS2 a 4.055" B
W/HANDLE #718 v C --2 555" 3.305" NOA-No. 20-0429.09
INT CORNER#61 A T AS DF 1�567"
Expiration Date:0211712025
90 RECEVER .062" q44 1W/HANDLE By:_:t?s?.de i�rodu.1t I:
1 71 44 Miami-Dade Product Control
EXT CORNER18 9 SILL RISER FLAT" SILL RISER,FLAT SILL RISER,FLAT SILL RISER FLAT
90 RECEVER a-�-+� VF 18•FLUSH,1-12" 20 LOW,2-112" 22 MEDIUM,3-1/4" 24 HIGH.4"
EXTCORNER-�#31 — I+—.750^ EXTERIOR
t� 750"
1 W RECEIVER V T VV VF
W1 HANDLE #g�/� � 750° EXTERIOR (� •�"
INT CORNER #31 EXTERIOR
+{ EXTERIOR 06V v-
35 RECEIVER W T WS WF a I 906^ �] •Og2" 1�3 4.056'
W!HANDLE #B7 3-305"
.062" 2.555"
t5s7 l �ipx'(LYNNJ�,�''.,,
19°SILL FLUSHI 1-1/2" XI" 21 LOW,SILL 1 1/2" BOX SILL RISER,O MEDIUM,3-1/4"X 25 HIGH,,ER,BOX Nu.53705
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 ='7i 5-.;a '•
1070 TEGIRIOLOOYG4NE %Q TATE OF
N.YEMC{R.9iTJ5 PANEL TYPES ^"` .�
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RECUS7M770NIti= SERIES 770 ALUM.SGD-LM IMPACT NAL 0
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ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH
60 OR 61 105
LOCK PART
i�FULL LENGTH t4 75 8107-11 17
14 OF JAMB 5 60 OR 61
e0 OR 61 � 6o OR 61 2-TRACK JAMB 18 5
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
6"LONG CLIP#105 WITH FOR FIXED
105 W/RETAINER#106 _ OPERABLE PANEL CLIP LOCK PART
113 @ 80 75 8 107-11
MIDSPAN (SHOWN WITH PANEL)
5 FIXED PANEL TO �LExrERiOR 103 LOCK PART SEE DETAIL G2
THE INTERIOR) v 113 768 io7-11 103 FOR FIXED 5 eo OR6i
EXTERIOR PANEL CLIP 103
14 15 5
® 0 16 17
tt10 x 3ra" 123 FULL LENGTH G2 G4
SMS,1 3 OF JAMB 2-TRACK JAMB 2-TRACK JAMB 5K ERIOR �+yEXTERIOR60 OR 61 j"1_EXTERIOR ��TERIOR
CLIP#80 OR#105 51 W/SCREEN v �J
6"LONG W/RETAINER#123 3 TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
@ 80 (SHOWN WITH Hi (SHOWN WITH �(SHOWN WITH Ii (SHOWN WITH 12 (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
VEXTERIOR OR 61 THE EXTERIOR) 63 THE EXTERIOR) THE INTERIOR)
v EXTERIOR
2
112 3
45 5 113 5 113 5
52 51
69 EXTERIOR °H EXTERIOR 69
EXTERIOR 53 a a
a PRODUCT REVISED
as comMing with the Florida
VA Building Lode
SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT NOA-No. 20-0429.09
OPT.SCREEN \,V FRAME HEAD B FRAME HEAD C FRAME HEAD HEIGHT PER Expiration Date:02117/2025
TRACK TABLES 1-3
Miami-Dade Product Control
53 69 69 69
EXTERIOR EXTERIORIII
52 51 72 OR 73 72 OR 73 72 OR 73
46 11
113 9 10
48 47 O 11 11
8
EXTERIOR 112 5 113 113
U'�rN
2-TRACK W/SCREEN 3 TRACK 4-TRACK ``����•'VICENgF M�l�
FRAME SILL FRAME SILL FRAME SILL
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1-3,SHEETS 6.8 FOR DP(PSF)ASSOCIATED WITH STILE.
10707ECHMMOGYDRNE a 1• 0. V!�'
nE vim+;r3�27a VERTICAL SECTION DETAILS 'a� (srnTe dF ,.
REGrSTRACW d19Z90 SERIES 770 ALUM.SGD-LM IMPACT _ �
JR 03/Y6/10 Q NO CHANGES THIS SHEET. �NAL
'!! 1`
RJR 0/110114' o� ® SGD•770 NTS, 8 d 22 o.w PtiT17190 D a. P.E9 52 U6�__
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
6 Q INTERIOR 61 113 118
*R �
28 7
80 it 113
27 63 103 62 111 Av
63 60 OR 61
60 OR 61
65
29 14
120
65 5
IXTERIOR 111 62 90° EXTERIOR
EXTERIOR INTERIOR EXTERIOR
®j (EXT..OR INT.MOUNT)SILLS IG
P-HOOK FOR FLAT P-HOOK FOR BOX®K EXT.MOUNT ONLY ILLS INTERIOR
90°
LOCK PART 60 OR 61
LOCK PART LOCK PART 75 8107_t t
758107-11 758107-11 81 5 ®INTERLOCK
M
14
113 _
60 80 n 61 61 118 S
V EXTERIOR 113 1 yEXTERIOR 113 y 17 'ITEM#fit(HEAVY-DUTY
V vv 113 103 119 EXTERIOR 7 STILE)SHOWN,ITEM#60
(STANDARD STILE)ALSO
STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 90°OUTSIDE CORNER 90°INSIDE CORNER APPLICABLE SEE TABLES
L1 WITH STANDARD STILES#60 �WITH HEAVY-DUTY STILES#61 N7 2-TRACK SHOWN W 2 TRACK SHOWN 1-3 SHEETS 6-8 FOR DP
(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)
41NTERIOR PRODUCT REVISED
as complying with the Florida
Building Code
31 LOGK PAR NOA-No. 20-0429.09
758107-11 Expiration Date:02/i 7/2025
,fill INTERIOR
5 4 INTERIOR
5 B_3 stta.�.:c.,4 »..
135° .._.�'
Mlamt-Dade Product Control
11
7
135°
14 5 61 32
103
61 —
�I EXTERIOR
32 v/ 61 11lII i111/
11. 5
LOCK PAR 31 103 81 �I,EXTERIOR 7 LYfdN��///�i
75&107-11 14 ®135°INSIDE CORNER
oz 2-TRACK SHOWN Q
135°OUTSIDE CORNER _1Y r' No,58705
01 2-TRACK SHOWN { `
1470TEC7W0L0GYDRNE a.n� -a••. TATE F
VBVM FL
W7 e HORIZONTAL SECTION DETAILS,CORNERS 'i�CCS F�ORIOP' G� `
JR 032820 Q NO CHANGES THIS SHEET. REOI3TRATfONd�29B SERIES 770 ALUM.SGD-LM IMPACT �S;°Nagy,E;�
A LYNN MILLER,P.E.
RW 11WID114 ® s6o77a NTS 19 122 PGTO130 D P.E458705
Rem PGT PGT# Description Poem POT POT# Description NOTES:
Dwg.# Dw .# 1)ALL ALUMINUM=6063-T6
1 17306 617308 2-TRACK HEAD 47 668 7SRAZ STANDARD ROLLER
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 48 668 7SRAX STANDARD ROLLER-ST.STL 2)ITEMS#33-39,56-69,6.6,78,84-99,
3 17309 617309 3-TRACK HEAD 49 4344 64344 SCREEN ASTRAGAL 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 5a 17349 617349 OXD SCREEN ASTRAGAL ADAPTER NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 51 1692 61692 SCREEN SPLINE-.165"
62 1694 61694 SCREEN SPLINE-,15V 3)USE OF#12 OR#13 REQUIRES .
6 17317 617317 FRAME HEAD/JAMB ADD-ON 53 61816C20 SCREEN CLOTH MIN.#10 SMS OR 3/16"MASONRY
7 17304 617304 2-TRACK SILL 64 1725 112°X 4-X1116'SET.BLOCKNEOPRENE 85+/-5 ANCHORS @ 24"MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 55 1728 V X4"X 1116'SET.BLOCK,NEOPRENE 85+/5
9 17307 6IM07 3-TRACK SILL 60 17325 617325 PANEL STILE
10 17310 617310 4-TRACK SILL 61 17326 617328 PANEL STILE(HEAVY DUTY)
11 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)
64 17
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 2 71729 SILL END WEATHERSTRIP PAD
65 17328 817328 INTERLOCK SCREW COVER
14 17305 617305 2-TRACK JAMB 67 17329 617329 ASTRAGAL
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL
16 17308 617308 3-TRACK JAMB 69 17324 617324 TOP&BOTTOM RAIL
17 17311 617311 4-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
1s 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 71 1695 71695 1-1/2'X 1"'X3/4°HIGH FIN SEAL DUST PLUGS
19 17319 617319 ISILL RISER-BOX FLUSH,1-1/2' 72 6153 78153X TANDEM ST STL ROLLER ASSY.
20 , 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 73 8153 78153N TANDEM NYLON ROLLER ASSY.
21 17318 617318 SILL RISER-BOX LOW,2-1127 74 SILICONE DOW-791,80,983,995 OR GE-7700
75 8165 78186X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
22 17355 817355 SILL RISER-FLAT,MEDIUM,3-1/4" 76 71032XIFPFX 91032 X 1'FL SS SCREW W/TYPE"F'TIP
23 17354 617354 SILL RISER-BOX MEDIUM,3.1/4° 77 7103239 1032 STEEL ZINC UNLIT
24 17323 617323 SILL RISER-FLAT,HIGH,4" 79 17367 617357 1"IG BEAD
25 17320 617320 SILL RISER-BOX HIGH,4" 80 17359 617359 7/16"BEAD/FIXED PANEL CLIP
26 17333 617333 POCKET P-HOOK 81 17360 617360 9116'BEAD
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 82 1224 1 6TP247K VINYL BULB WEA7HERSTRIP
28 17334 617334 POCKET P-HOOK MOUNT 83 61745 1745 LOWE INC,1/2'X 1H6-SGL SIDE ADH.TAPE,POLYETH.
29 17335 617335 P-HOOK COVER 100 8052 48052 ROLLER ADJ.HOLE,PLUG
30 17348 617348 POCKET P•HOOK FOR BOX RISER 101 72087 JAMB BUMPER PRODUCT REVISED
102 1696 71690 DUSTPLUG as complying with the Florida
31 17378 617378 135 CORNER 103 8186 78186X V KEEPER Building Code
32 17376 617376 135 FIXED MOUNT 104 653 78DKEEP SCREEN LOCK KEEPER NOA-No. 20-0429.09
ITEMS 40.53 ARE SCREEN PARTS: 105 17344 617344 FIXED PANEL CLIP-6'LONG Expiration Date:0 211 7/2 0 2 5
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 106 17352 617352 FIXED PANEL RETAINER-9116* By:_.I.4p<;.;f;l.'•:,:;.ay!
41 7LOCKWGSK SCREEN LOCKSET 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN Miami-Dade Product Control
42 41818 SCREEN KEEPER SPACER SET 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
43 8152 68152 SCREEN INTERLOCK ADAPTER 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
44 4428 64428 SCREEN DOUBLE INTERLOCK 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL
45 4317 612256 SCREEN TOP RAIL 111 710X34PPSDAX#10 X 314"PH.PN.TEK-S.S.
112 1235 67S16 WSTP,.270 X.170-FIN SEAL
46 1 4318 612257 ISCREEN BOTTOM RAIL 113 1712 64066 .18r X.23D'FINSEAL
TABLE 5' 114 71OX115PPX #i0X1-1/2"
Material Min.Fy Min.F. 115 710XPPT #10 X V 0,
#12 Steel Screw 92 ksi 120 ksl 116 _ 720XIX #1420 X 1"S.S. ,�� X ,,..!.•Nh�b
#12 1B-B Screw 60 ksl 95 ksi 117 720X112X #14-20 X'I-112'S.S. . .>�.•- LiCENgF ���'
#12 410 Screw 90 ksl 110 ksi 118 17336 617336• 90 DEGREE CORNER RECEIVER Q�. '•,
V4"DeWalt/Eleo Aggre-Gatcr® 57 ksl 96 kst 119 17337 61T337 90 DEGREE OUTSIDE CORNER ASTRAGAL - yY No.58705
114'Elco NtraConS 155 ksi 177 ksl 120 17338 6117336 90 DEGREE INSIDE CORNER ASTRAGAL G5
1/4"DeW81t UraCon-0 146 ksi 164 ksi ;. �// ��.;
123 17362 fi17352 FIXED PANEL RETAINER 718' SYA
IW 410 SS DeWall/Elco CreteFlez® 127.4 ksi 189,7 ksi
60(1345 Aluminum 16 kst 22 ksl 1 10701EC)vWL0OYDMW o,..yt.e °f`
A36 Sleet 38 ksi 58 ksi N.VENJCEA3078 PARTS LIST /,�`�y,•'•:`.�Ur21DPr,�._'`_\��
Gr.33 Steel Stud 33 kef 45 ksi M41)480.16W „° S1OIVAL
JR 032620 0 ADDED BACKSEDDING&MATERIAL PROP.TABLE RC•G/B7RATKW oaa296 SERIES 770 ALUM.SGD-LM IMPACT J I l i I i 111151
— ®'�'' a'~m� ary A.LYNN MILLER,P.E.
_JR f0/1W14 j�Y_
SOD 77D ITS 20 d 22 PGTO130 Q P.E#58705
0.080" � 1.36"
1 872"
1.211" J-L-LJL-1D
1.505"
0.081" 1.019"
0.062"
TFT
0.081"
tO2 TRACK HEAD 10'4 TRACK SILL SCREEN
(6063 T6 AL) (6063-T6 AL) 40 STILE
6.198" 1 (6063-T6 AL)
6.526" 5.069"
0.080" (. 1.045"
1.211"
1,505"
1.993"1 0.062"
0.081" 2O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL(6063-T6 AL) (6063-T6 AL) 2 TRACK JAMB SCREEN
14 OSCR TOP RAIL
�jj (6063-T6 AL) (6063-T6 AL)
7.105" 2-TRACK JAMB 6.221" V1
15 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
1.211" 1.505" � 0.875"
y -1
_L I 1.993"
ni 0.062"
.
3-TRACK HEAD 2-TRACK SILL W/SCREEN TRACK 0.081"
(6063-T6 AL) (6063 T6 AL) SCREEN
ae BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" 0.081"
0.080"
-� PRODUCTgREVISED
1.211" 1.505" 7.105" as am con nth the Florida
NOA-No. 2043429.09
9.141" Expiration Date:0211712025
0.081" 4 4-TRACK HEAD O2-TRACK SILL i;4 raz
(6063-T6AL) (6063-TEAL M :DteePro
--- ) Miami-Dade Product Contra
1.514" I 1.060"
0,062" LI
1.260"
0.532" 0.760"
0.060" 1.516, 1.990"
OFRAME HEADMAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN �4
tz is . Y LYV -
ADO-ON ADD-ON END ADD-ON 76 (606T6AL)MB �`�4...........
!lj����`
(6063 T6 AL) (6063-T6 AL) (6063-T6 AL) ti P
REQUIRES MIN.#10 SMS REQUIRES MIN.010 SMS No.58705
OR 3H6"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB =x.' k`
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063 T6 AL) -
TVzz c :.61
1070 TE0iWX0GYDRM12 Q
N.IT.VCE FL SMS EXTRUSIONS �`'•. F
REOISTUTM02900 SERIES 770ALUM.SGD-LM IMPACT � S�ONAL.E G`?`
JR 032620 NO CHANGES THIS SHEET, a.�r a'rc o.ro�n aec
A LYNkM'IW.L� .E,� .
�'JR 3'a!0/i� cr oaa a� ® SQD•77D A"US 21 a 22 PGT0130 0 P.E.s58705
0.716" 3.802" _-.._..
3.80Z' 2.304" 0.752"TOLD62-
12--�752" 0.885"
0.57W' 0.796"
1,163"0.062" 0.080" 0.06z, .
0��° 0.075" 0.233"
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
8 SCREW COVER t t TRACK 28 P-HOOK 28 ADAPTOR 29 COVER 0.080" 3D P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (8083-T6 AL)
�-- 4"
.155" 4
2.30" 1.488" 1.739" -1
O.OBD"
0.830" 0.062 1.600 0.133" 1.600 0.06Z' 1.303"
1.888"
080" 1.870" 0.325"
.016"
1.974" 3.125" 3.125' ML
0.062"
2.44"
3t 135°CORNER !�135°FIXED MOUNT 80 STANDARD STILE 6t HEAVY DUTY STILE INTERLOCK INTERLOCK
62 85
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063 T6 AL)
3.979" 3.979"
ULjrr0.07;5 I 0.062" t:TrLL-- A j.H045-
0.281 �- 1.050" �- 1.050"
0.075" 1.645"
1.645"
F:--3.25" .045" 1-.-- .045""
GLAZING 7/16"GLAZING 9116"GLAZING PRODUCT REVISED
87 STANDARD ASTRAGAL Se HEAVY DUTY ASTRAGAL 89 TOP/BOTTOM RAIL 7s 80 81
BEAD(I.G.) BEAD.FIXED BEAD as com =9 with the Florida
(6063=f6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) building bode
(6063-T6 AL) NOA No. 20.0429.09
1.003"
Expiration Date:021'17/2025
1.03"
BY:_fs,'<••�::!is�ii:,i<::i
4° 5.621" Miami-bade Product Control
0.157° 0.080"
0.050" 1L
105 FIXED 0709" 2.893" 0.133"
.
PANEL CLIP 1 498" 0,133" 1.498"
0.663
(6063-T6 AL) 1 F�-
0.0
550"
4"
0.709" 123 FIXED PANEL 5.621" \
ORETAINER.7/8" 120 90°INSIDE CORNER ASTRAGAL \�`-0NY LYNNhI��,,
omo,, �I (6063-TEAL) 2.826 t1s90°OUTSIDE CORNER ASTRAGAL
(6063-TEAL) ��.•'viceNSF'•�!� '�
FIXED PANEL 118 90°CORNER RECEIVER O(6063 T6 AL) Q=
N0.58705
106 RETAINER.9116" (6063 T6 AL) =
(6063 T6 AL)
10707ECW0L0GYDRN7F d0Op1e° p ATE 0 'W:
AL VBWM FL X=
Rr GrsrRnt7oxnszs6 SERIES 770 ALUM.SGD-LM IMPACT
�!rs/ONN-��G `
JR 032620 D NO CHANGES THJS SHEET. odraws mr• o..t o"roen An° A.1L1Q�l MAILWp,P.E.
are S.770 NTS 22 a 22 P07D13D D P.E a 687os
JR 1a7ara