HomeMy WebLinkAboutProduct ApprovalFHA - DIAGRAM SHEET
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FENESTRATION PROPOSED. F _�
SIZE FOR SIZE.~.:Ma.ms`vcca ct�s F
CUSTOMER'S`NAME FKA-LEAD'NUMBER TYPEOF.FROPERTY: .ROOF'HEIGHT
MC TIERNAN 0504115 HOUSE
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- MEASURE'.DATE-
5C0
9/1/2617
NUMBER-
1 - TOTAL# OF; FLOORS
1
1
So
61 3/4 X 951 /2
(+60/-60)
M�srERUF: 0.78
SHGC: 0.25
NOA #16-0629.06
120 X 95 3/8
(+60/-60) (17
UF: 0.78
SHGC: 0.25
NOA 916-0629.06
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M IAM 1-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
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 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 Door w / 90° & 135° corners — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum_ SGD - LM Impact", sheets
I through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature.' If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request'of the Building Official.
This NOA revises NOA# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
MIAMI•DADE COUNTY
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123. 10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision B dated 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.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted underNOA No. -14-0123.10)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Uniform Static Air Pressure 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, YM -6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales, P.E.
(Submitted under NOA No. 09-0826.10)
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (CONTINUED)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc..,, Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales, P.E.
(Submitted under NOA No. 09-0826.10)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, icomplying with FBC-5th
Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
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. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (CONTMED)
3. Statement letter of conformance, complying with FBC-5`h Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No. 14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
on 10/29/15 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-3
SERIES: 770, IMPACT RESISTANT SLIDING GLASS DOOR'
INCLUDING POCKETS & 90011350 CORNERS
GENERAL NOTES
1) ZIN
GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET &GLAG DETAILS ON SHEETS 4& 5.
2 DESIGN PRESSURES:
A. NEGATIVE. DESIGN LOADS BASED ON TESTED,PRESSURE AND GLASS TABLES ASTM E1300.,
B, POSITIVE DESIGN LOADS BASED ON WATER' TEST_PRESSUREAND GLASS TABLES ASTM El 306.
3) ANCHORAGE: THE 33-1/3-16 87RESS INCREASE 'HAS NOT BEEN USED IN THE DESIGN OF THIS.
PRODUCT, MATERIALS, INCLUDING BUT NOT. LIMITED TO STEEL'SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF.THE CURRENT FLORIDA.
BUILDING CODE.. FOR ANCHORAGE DETAILS SEE SHEETS 6.14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS, APPLICABLE.
5) INSTALIATION SCREWS; FRAME SPLICES, FRAME AND:PANEL'CORNERS TO BE SEALED WITH.
NARROW JOINT SEALANT.
6)'REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S; ANSMOVA NDS FOR
'WOOD -CONSTRUCTION AND ADM; ALUMINUM':DESIGN MANUAL.-
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO:COMPLY-WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR -SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PERCURRENT
FLORIDA BUILDING CODE, AS APPLICABLE.
TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL--0015; FTL-6017, FTL-8022, FTL-6023,
FTL-6023, FLL-6025: FTL-6028, FTL-6031„FTL-eon,,FrL-8036 AND;FTL-7534
''MIN. OF 3 THREAD$ BEYOND THE METAL SUBSTRATE, METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND
TO. BE REVIEWED'BY THE AUTHORITYHAVING JURISDICTION:
"F -HOOK INSTALLATION' REQUIRES.2.6$3" MIN: EDGE DISTANCE, REFER TO SHEET 14 FOR
ell R[SG("IFir`G_411lflIC,RFf11 IrRFMPNTR
ruv�"n�n rvv r co
1) FOR CONCRErE(CMU SUBSTRATE APPLICATIONS IN MLAN.II-DADE COUNTY; USE ONLY MIAMI-DADE COUNTY. APPROVED ELCO
ANCHORS, SEE TABLE A ON'THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND.SUBSTRATE REQUIREMENTS:
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED ASIX ARE LESS THAN 1.1/2'THICK. PROPERLY SECURED„ 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2' -THICK OR GREATER. '1 X AND 2X BUCKS:
(WHEN USED) SHALL 13EDESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITYOF THE ENGINEER' OR ARCHITECT OF RECORD & TO 13E REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS. PER CURRENT FLORIDA BUILDING CODE'AND TO
BE REVIEWED BY THE -AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGI IT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED., IF USED, NON -SHRINK; NON -METALLIC -GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE.SILL THAT IS NOT TIGHT
TO THE SUBSTRATE; AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS
REQUIRED BETWEEN THE GROUTAND WOOD:SUBSTRATEORAS.APPROVED BY THE AUTHORITY' HAVING JURISDICTION.
DESIGNPRESSUREPATING IMPACT RATING
SEE TABLES -1,2 a 3 O RATED. FOR LARGE •&SMALL,
SHEETS'6.7.&8 MISSILE IMPACT RESISTANCE
STANDARDS USED:
02014 FLORIDA BUILDING CODE, (FEC). MEDI1ION.
ASTM E13000
:ANSI/AFSPA NDS -2012: FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM -2010.
eAISW00-07/S2-2010
TAor c;ar SEE TAtt RQ ylkl SIHPFTR A k.6
.Glas Description(uded from'EKtorlor to lnterlor)
Typa
G3 7116' Lemirmted; (2) u:es ot3r16' HS Glass vAth .09G'�PV0 Interlayer
03A 8/16"Lemirlaled:(2)Ll:es.ot 114' HS Glass with.0901PVB.Ntedayer
Cao 7116' Laminated:'(2) urea of31ig' HS Glasa w(th.09P SG intedayef _
G4A 9116' Lemirmted: (2) Utes m 114" HS'Gfesa wlth .ODV SG interlayer
-.GS' 1' Laminated i.G.: 3116" TExlcdor Cap+3/9' Air Space +7/t6" Laminated; (2)Utoeof 3r16' -HS Glass v4th.09V F'VB.Irdedayer
_ 1"Lamhreted LG41/4"-TEx!edorCa +5/16'Air Space +711WLaminated'.(2)Utes of31IS'HS.Glass vdtH.080'.FVB.Intedayer. ..
Ga 1" Laminated LG_ 3116" TExtenor Cap +81ir Air Spam.+.7116" Laminated; (2) Liles of 3118" HS Glens Y4tn..090" BG Interlayer'
..G6A 1"Laminated LG.ii/4'TExWor Cap+5/1VAlr Space.+7116'Lsmtnated:'2)Litsscf3116'HS Glass vdth.09V SG Intedayer
G7 7116' Laminated: S& Utes of 3116" ANTI Glass wfth :09D- SG Interlayer
G7A WE' Laminated: (2) Utes of 1/4' ANN Glass v4th .09P,SG Inteda'er
G8_I 1" Laminated I.G.: WIT TExtedor Ca +3/8" Air 3 e * 7116" Larnlnaled}(2) Liles of 3116" ANN Glass ;090" SG.Interlayer
GBA 1" Laminated I.G.: 1/4" T Exterior Cap'+ 5116" Alr Space . 7/16" Laminated; (2) Utes cf 3/16' .ANN Glass with .090" SG Intadayor.
SPACERS TO ShEtir
'CERT. OF/UIIILNEW
GENERAL NOTES ........... ;1
EXAMPLE CONFIGS..........
Fianna
MIR. Edge
Mit.
Group
AncMr'
Su6stiate
Mender
Distance.
I Enbedr
ELEVATIONS..:...
1506
Conemta (min.2.95 s
am
CROSS SECTIONS ...,.18,19
1318'
'11
1/4.' Elco.Ultraeon
- UngroUted CMU; (ASTM 680)
,hmb only
-2.1/2'
1414'
Grouted CMU ASTM''C-90: min. 2 Kai grout).
Jamb only
2412'
1314•
-Concrete (min.3.35kai)
lioad/SDI1Jamb
1”
1314'
2
1/4"Elco 41a8.S:
Ungreuled CMU„(ASTM 0-901
Jamb c*
2.112'
1-114'
-
CrtateFlex
114"Elco Ultraeon.Concrete
.(mW 2.65 kat).
.. Head/Sill
'P
1318'
ng
P.T. Sotnhem Pw.e.(SG=0.55)
Head/SII/Jamb
9f16"
1316'
ar410
Alumlt um, 0003 -TV
Head1S01/Jamb
$/e"
o.oe3
S s, stns;
Steri; A36-
Head/Btl/Jamb
.318'
S
(min: 11.OwaBe/ln)
Steel Stud, A653 Gr. 33"
.
Hand/Sill/Jamb
318•
0.0451
Concmte min.'3.275 ke0
Head(Slll/Jamo
1 irr
13/8'
114" Ecco 184S.S.
1 - Ungrouted CMU; (ASTM 690)
Jamb only
2"
1-U4'
Aggro -Gator
Grouted CMU:( ASTM G90 m1n 2kai.rout)
Jamb only
2" 2''
''MIN. OF 3 THREAD$ BEYOND THE METAL SUBSTRATE, METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEAND
TO. BE REVIEWED'BY THE AUTHORITYHAVING JURISDICTION:
"F -HOOK INSTALLATION' REQUIRES.2.6$3" MIN: EDGE DISTANCE, REFER TO SHEET 14 FOR
ell R[SG("IFir`G_411lflIC,RFf11 IrRFMPNTR
ruv�"n�n rvv r co
1) FOR CONCRErE(CMU SUBSTRATE APPLICATIONS IN MLAN.II-DADE COUNTY; USE ONLY MIAMI-DADE COUNTY. APPROVED ELCO
ANCHORS, SEE TABLE A ON'THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND.SUBSTRATE REQUIREMENTS:
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED ASIX ARE LESS THAN 1.1/2'THICK. PROPERLY SECURED„ 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2' -THICK OR GREATER. '1 X AND 2X BUCKS:
(WHEN USED) SHALL 13EDESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITYOF THE ENGINEER' OR ARCHITECT OF RECORD & TO 13E REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS. PER CURRENT FLORIDA BUILDING CODE'AND TO
BE REVIEWED BY THE -AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGI IT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED., IF USED, NON -SHRINK; NON -METALLIC -GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE.SILL THAT IS NOT TIGHT
TO THE SUBSTRATE; AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS
REQUIRED BETWEEN THE GROUTAND WOOD:SUBSTRATEORAS.APPROVED BY THE AUTHORITY' HAVING JURISDICTION.
DESIGNPRESSUREPATING IMPACT RATING
SEE TABLES -1,2 a 3 O RATED. FOR LARGE •&SMALL,
SHEETS'6.7.&8 MISSILE IMPACT RESISTANCE
STANDARDS USED:
02014 FLORIDA BUILDING CODE, (FEC). MEDI1ION.
ASTM E13000
:ANSI/AFSPA NDS -2012: FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM -2010.
eAISW00-07/S2-2010
TAor c;ar SEE TAtt RQ ylkl SIHPFTR A k.6
.Glas Description(uded from'EKtorlor to lnterlor)
Typa
G3 7116' Lemirmted; (2) u:es ot3r16' HS Glass vAth .09G'�PV0 Interlayer
03A 8/16"Lemirlaled:(2)Ll:es.ot 114' HS Glass with.0901PVB.Ntedayer
Cao 7116' Laminated:'(2) urea of31ig' HS Glasa w(th.09P SG intedayef _
G4A 9116' Lemirmted: (2) Utes m 114" HS'Gfesa wlth .ODV SG interlayer
-.GS' 1' Laminated i.G.: 3116" TExlcdor Cap+3/9' Air Space +7/t6" Laminated; (2)Utoeof 3r16' -HS Glass v4th.09V F'VB.Irdedayer
_ 1"Lamhreted LG41/4"-TEx!edorCa +5/16'Air Space +711WLaminated'.(2)Utes of31IS'HS.Glass vdtH.080'.FVB.Intedayer. ..
Ga 1" Laminated LG_ 3116" TExtenor Cap +81ir Air Spam.+.7116" Laminated; (2) Liles of 3118" HS Glens Y4tn..090" BG Interlayer'
..G6A 1"Laminated LG.ii/4'TExWor Cap+5/1VAlr Space.+7116'Lsmtnated:'2)Litsscf3116'HS Glass vdth.09V SG Intedayer
G7 7116' Laminated: S& Utes of 3116" ANTI Glass wfth :09D- SG Interlayer
G7A WE' Laminated: (2) Utes of 1/4' ANN Glass v4th .09P,SG Inteda'er
G8_I 1" Laminated I.G.: WIT TExtedor Ca +3/8" Air 3 e * 7116" Larnlnaled}(2) Liles of 3116" ANN Glass ;090" SG.Interlayer
GBA 1" Laminated I.G.: 1/4" T Exterior Cap'+ 5116" Alr Space . 7/16" Laminated; (2) Utes cf 3/16' .ANN Glass with .090" SG Intadayor.
SPACERS TO ShEtir
'CERT. OF/UIIILNEW
GENERAL NOTES ........... ;1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
'4,5
ANCHORAGE.:.., ;,:..:6-14
DESIGN PRESSURES.......6
t3
INSTALL.DETAILS...... "......
12-14
ELEVATIONS..:...
1506
PANEL/su.-TYPES ,...17
CROSS SECTIONS ...,.18,19
PARTS' LIST ,.,; -
20
EXTRUSIONS........:.. -
21.22
GLAZING.NOTES:.
ANN"'=ANNEALED
'HS" = HEAT STRENGTHENED
'T' =-TEMPERED
'PVB' --.0901 BUTACITO PV13 BY KURARAY AMERICA. INC.
'SG' =.09.0" SENTRYGLAZP BY KURARAY AMERICA., INC.
770'ALUM. SGD - LM IMPACT
NTS I�9 a'22 u." PGTO130
PRODUCT REVISED.
as CampNing ith the Florida
Building CCoodde
-
OA -Ne. 76=0829.00
EapireUon Pat. 02/17/2020
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LYNN!
� R VICGNSg - ,'Q
441 1:6
E.
P.E,/166706
EXAMPLE- CONFIGURATIONS
MAX, UNIT WIDTH
NOM. PANELWIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 13
NOM. I
PE
MA>
HE
PERT;
1 -PANEL -L—
CONFIGURATIONS
'ANEL WIDTH
4 TABLES 1-3
MAA. UNI I WIU I h
-
MAX. UNIT WIDTH
1 13
NOM. PANEL WIDTH
PER TABLES 1-3
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
i
w
1
19
I y
g & c
�¢ z
MAX, UNR 1
f
UNIT 1 13
I
HEIGHT.
1
iY s
PER TABLES 1-3
I
"O" _= INOPERABLE PANEL.
I
BLES 13
1r-= .I
/
/
'ANEL WIDTH
4 TABLES 1-3
MAA. UNI I WIU I h
-
•
1 13
18
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
w
1
19
4 -PANEL CONFIGURATIONS.
pXXXXp, pXXXX OR XXXXp. CI IN.POCKET CONFIGURATION
kj3Aj9AlAA19AW
UNIT 1 13
t
2):90° & 135° CORNER CONFIGURATIONS CAN.BE A COMBINATION
1
GHT
is
I
"O" _= INOPERABLE PANEL.
j a.�
Poor I w
BLES 13
1r-= .I
/
/
='CONCRETE
f—SHEETNUMBER
MAX. UNrr WIDTH,
DLO WIDTH = NOM: PANEL WIDTH -.7"
DLO HEIGHT =DOOR UNIT HEIGHT -10.125"
12Al3Al2Al3AlZAl3
W c
I PANEL HEIGHT= DOOR UNIT HEIGHT -1.866"
NOM. PANEL WIDTH
PER TABLES 13
V�jI
c
I �
1 i a° 5T MAX, UNIT
§ h HEIGHT 1
l to w w� PER
j� TABLES73.
POCKET ja
Jy_
3 -PANEL CONFIGURATIONS
1 3 1 13
NOM. PANEL WIDTH
PER TABLES 1.3
MAX, UNIT
HEIGHT
PER TABLES 1.3
5 -PANEL CONFIGURATIONS
1
,CONFIGURATIONS NOTES:
•
1) ALL CONFIGURATIONS.SHOWN:ARE ALSO AVAILABLE AS
18
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'Jw", "J0",'Kw" OR'Kc" INSTALLATION.
EXAMPLE:4-PANEL)OM IN POCKET(p) CON FIGURATIONCAN BE
4 -PANEL CONFIGURATIONS.
pXXXXp, pXXXX OR XXXXp. CI IN.POCKET CONFIGURATION
kj3Aj9AlAA19AW
CAN BE.OV4.
t
2):90° & 135° CORNER CONFIGURATIONS CAN.BE A COMBINATION
OF ANY 2.STRAIGHT CONFIGURATIONS.
1 y y
3) FOR NOM. PANEL WIDTH,. SEE TABLES 1-3.
'X" - OPERABLE PANEL,
I
"O" _= INOPERABLE PANEL.
j a.�
Poor I w
"p' -- POCKET r—DETAILLETTER
1r-= .I
-'v�' = WOOD_OR=METAL INSTALLATION
�'c" INSTALLATION
J
='CONCRETE
f—SHEETNUMBER
MAX. UNrr WIDTH,
DLO WIDTH = NOM: PANEL WIDTH -.7"
DLO HEIGHT =DOOR UNIT HEIGHT -10.125"
12Al3Al2Al3AlZAl3
W c
I PANEL HEIGHT= DOOR UNIT HEIGHT -1.866"
1
1 is&q.
•
1 1
18
/ Iow
i� � POCKET
4 -PANEL CONFIGURATIONS.
kj3Aj9AlAA19AW
MAX ONITWIDTH,
NOM.PANEL WIDTH
PERTABLES -3
AKIO<
mm, UNIT
HEIGHT /1119?
o1PER SHEET.TABLES.1-3.SHEET.
CORNER, TYP.'
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
TRIES 770 ALUM. SGD - LM IMPACT
nme aak - erc o.."nw
soo-rry NTS 2.22 POr0190
PRODUCT REVISED
as. comp Ing with the Flodda
Building, ode.
NDA -No: 16-0629.06
Expiration Date 0 2117/2020
BY ��
MlamFlfri¢dProduct Control
IQ
.•'V�r}::`RSC ' . ,. �,
A. LYNN MILLER P.E.
P.E l58705
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
355.7/16" @ 06' HEIGHT
300-1/4",@ 120- HEIGHT
NOM. PANEL WIDTH
PER TABLES 13
' t t 1 9 9 t v.Yv� 1 .02a
MAX. UNIT
HEIGHT, 3 to t t s i'9� s
96" OR 120" i �
PQQ(ET y
--PANEL CONFIGURATIONS:01-11 Xff.
MAX: UNIT WIDTH
NOM. PANEL WIDTH t . t3 t3 t 3
PER TABLES 1-3
G
13
MAX. UNIT t 13
HEIGHT
PERTABLES1-3
l
11
N71 "I
I
[@7
YiF7
m
iEl
�
m
`I7
�L7PiG7
m
m
fl'7
iE7
iL7
iIJ
riFl
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r
J J I
IYW�
.7 -PANEL CONFIGURATIONS
wwwwwov
MAX. UNIT WIDTH
NOM: PANEL WIDTH'
PER'TABLES 1 -3 -
MAX,
-3 MAX, UNIT
HEIGHT t is
PER TABLES 1-3
ffl
iF7
'm
[@7
YiF7
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iEl
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m
`I7
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CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS. USING DETAIL Vw";-je,'KW OR'Kc"INSTALLATION.
EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pX)=p, 0)0= OR XXXXp. OXXX.IN POCKET CONFIGURATION
CAN BE OXX(p.
2),90'& 135'CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
'3)FOR NOM. PANEL WIDTH, SEE TABLES 13.
'X' = OPERABLE PANEL,.
"O'= INOPERABLE PANEL,
'p" = POCKET_
DETAIL LETTER
"tW = WOOD OR METAL INSTALLATION
c" =CONCRETE INSTALLATION
SHEET NUMBER
DLD WIDTH = NOM, PANEL WIDTH.- 7'
DLOHEIGHT = DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT = DOOR UNIT 14EIGHT ; 1.866'
r-
Jw Jc
laj
I o
4 1 I�ao
I�a�n
POCKET I q
I
8 -PANEL CONFIGURATIONS -'`r
3 1 3 3
mf)-oo-lmo G p�3 SERIES 7717 ALUM. SGD -
rusfvaae sve ris
CERT: OFAUM-02M. SCO.770 IVIS: 3 .- 22.
PRODUCT REVISED
as comp) Ing with the Mrlda
Oullding Code
NOA-No. 16-0629.06
Expiration Date 02/17/2020
Dy
Mlam uc on o
/ h7y
� 0 (6 r `
'PACT •�'•�.e�` `"�
wr. A. LYNN MILLER, P.E.
PGTUt30 B REA 58705
GLAZING DETAILS (G3, G3A; G4, G4A,'G5 & G6A)
7/16" NOM.
7/16"'NOM.
V NOM.
3116" HS. GLASS --\3116"
HS GLASS
3/16- HS GLASS
-
090",PVB -
.090" PVB
.090"'SG
3/16':HS GLASS-'
3116' HS GLASS 7a
3/16" Ht GLASS
74'
318" AIRSPACE 74
3/16' T GLASS
6z,'
83
EXTERIOR 3/4" NOM.
EXTERIOR
3/4" NOM.
GLASS
3/4' NOM.
�L GLASS
a
124-127 'GLASS
�r BrrE •
BITE.
—BITE
-
-
EXTERIOR_-
- -
80
<-.. - -
80
79,
54
64
56
7/16" LAMINATED GLASS; TYPE 03
7/1.6" LAMINATED GLASS, TYPE G49"'LAMINATED4G.
GLASS, TYPE:GS
9116" NOM.
9/16" NOM.
1"NOM;
3116:' HS GLASS
114" HS GLASS
114" HS GLASS'-
.09D' PVB,
.090" PVB
090' $G
3116"'HS GLASS
1W HS GLASS 74
1/4" HS GLASS
74
6116" AIRSPACE 74
114' T GLASS
82•
82
83
4 WNW.
EXTERIOR
.EXTERIOR.
314NOM..
GLASS'
OMGLASS
1za-1z
rSS,
BITE:
BITE
E
PRODUCT REVISED
EXTERIOR
a
as comp)ying with th6 Florida
8dlldin® Code"
6,
87
.OAN.. 16.0629.06
78
54
' 54
expiration Date'02117/2020
55
Dy
Control
Mlam. _ Product
9/16" LAMINATED GLASS, TYPE G3A
9AW LAMINATED'GLASS, TYPE.G4A
1" LAMINATED I.G. GLASS, TYPE'G5A
v
GLAZING NOTES:.{.••:
_�.:;: '�
"ANN"'=ANNEALED
HS°'= HEAT STRENGTHENED
iiG. !iyT(,$•.
"T" = TEMPERED
"PVB"=.090° BUTACITE WAY KURARAYAMERICA, INC.
�1
^
"SG' KURARAY AMERICA; INC.
s :� is
= .090" SENTRYGLAS%Y
tv
•.
JR�� 02018 8SPACERS. EO
10707EC/INOtORYDRlVE
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�'
GLAZING'DETAILS.
- �..• .
% +
A LYNN MILLER.P.E
P..Eif6ATos
ori wy:us
_...
SERIES 770 ALUM SGD = LM IMPACT
...sat
sermaaee adc o_,n+ora
N7S 4 22 PGT0930: 8'
uaxnsF. " a,.mae ma:
JR f0/10H4
cF-gr oFA1l7H..829290
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.
GLAZING DETAILS
(G6 G6A; G7, G7A; G8 & G8A)
1" LAMINATED I.G.GLASS, TYPE,G8
1' NOM. 7116" NOM.. ..
1" NOM.
1'.IVOM.
3/16'.AhA1 GLASS
3116' HS GLASS-
31.18" ANN GLASS
:090"SG
.090" SG
1/4' ANN GLASS
.090" SG
3116"ANN GLASS
3/16" HS GLAS
74
1/4' MN GLASS 74
3/16".ANN GLASS
3/8" AIRSPACE 74
3!8' AIR SPACE
74
3/16" T GLASS
3116" T GLASS
-
82
82
' 1
83
ea
83 1
F
rGLASS
EXTERIOR
3/4" NOM. - .314" NOM:
124127
314" NOM.
GLASS' 124127 GLASS
314" NOM.
r2a:1z7
GLASS
SITE
BITE
__BITE'_ = -
-_ _ -=EXTERIOR _ - - -=
- - _ _ - __ - - _.. ,.- -
EXTERIOR i
—80
BIT
a
EXTERIOR' '.,
>s
CLAMINATED LG: GLASS; TYPE:G6
7116"'LAMINATMGLASS; TYPE 07
1" LAMINATED I.G.GLASS, TYPE,G8
+ 1' NOM.
91161 -NOM.
1'.IVOM.
3/16" HS GLASS'
8116" ANN GLASS
090"SG
1/4' ANN GLASS
3116" HS GLASS
090"8G _:
3/16" ANN GLASS
5116" AIR SPACE.
1/4' MN GLASS 74
.5116" AIR SPACE 74
1 f4" T GLASS
1/4" T GLASS
_.
82
' 1
83
83 1
F
rGLASS
EXTERIOR GLASS
314" NOM.
r2a:1z7
124-127
BITE
GLASS
BIT
PRODUCT REVISED
EXTERIOR' '.,
as'complyyl�nyy with the,Flarlda
'..
'.EXTERIOR,
Banding Cade
.OA -No: 16.0629.06.
?g
54
79
..
lapiration Gate 02/17(2020
66
-
Mlam " rouc .t"ontrol
1" LAMINATED1.G. GLASS, TYPE G6A
9/.16"..LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS, TYPE G8A
GLAZING NOTES:
"ANN"=ANNEALED
'HS" = HEAT STRENGTHENED
= ;i;•
"T'=TEMPERED
1 u�7115
"PVB" =.090"'BUTACITE,PVB BY KURARAY,AMERICA; INC.
�
"SG" = SENTRYGLAAY KURARAY AMERICA,.INC.
1 G1'CT
.090"
JR osmvzms a svacERs
romTECNdaocres�
N.VENiCE FL 91173
GWING,DETAILS
r ;I '; •',"
- er. 0wc xeesern•
CERT.OFAI1T7i. 8
®
SERIES 770 ALUM. 'SGD=LMIMPACT
A LYMI ma.LER P.E.
P.E.058705
- .. +�
SGD-m NTS ' 5 �! 22, PG70f30 B'
omn,er• c.ic - t7wam a"es
JR 1410/19
W� Design Pressure (DP) and Anchor Quantities Required,'(forall approved
configurations on Sheets 2A 3)
For comerastragel anchorage on 90" or 135' comer unite; sea sheet 11
Table applies to GlassDoorUnit Height
80"
Types 3, 3A; 5, SA, 7, 7A, B t1 11T DLO - 73-718 D 0
& 8A and the Stile / Astragal Anchor Group Anchor Group
Maxlmum'DP for all sizes! +601"60
(May be YRllted by Table IA)
8("
79• /8" OLD 95:77&1 DLO
Anchor roup Anchor Group
types shown below.
1
2 3
4
1
2
3
4
1
2 ..
3
4
1
2.
3
4
HcadlSrl
+1
C4+1 C4+1.
C4+1
C4+
C4+1
+
+
1
+
+1
C4+1
C4+1
C4+1.
C4+1
C4+1
24"
Ir
Jamb
8
8 8
8
8
8
8
8
8
8
8
8'
8'
8
8
8'
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
Head/Sill
CA+1.
C4+1 C4+1
C4+1
C4+1
CA+1,
C4+1
C4+1.
C4+1
04+1
C4+1
C4+1:
C4+1
C4+1
C4+1
C4+1
30"
Jamb
8
8 8
8
8
B
8'
a,
8
8
B
'8,
8
8
8
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+8
7+8
7+8
7+8
7+8
—
_
HeacySill
-C4+Y
C4+1- C4t1
..C4+1.
C4+1
C4+1_ ==C4+1
i.C++1_ :C4}1_
C4+1-: - 04+1
C4+1-
-C4+1
04+1- -C4+1.-
C4+1
36'
Jamb
B'
8 1 8
8
8
8
B.
B:
8
8
B.
8
8'
8
8
B
a-
DLO
P -hods
6+7
6+7 1 6+7
6+7
7+6
7+5
-7+8
7+8 1
7+8_
7+8
1 7+B
7+8
7+8
1 7+8
7+8
Head/Sill
C4+1
C4+1 C4+1
C4+1
C4+1
C4+1.
04+1
C4+1 C4+1
Cort
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
Z
42'
K
Jamb
8
8 8
8
8
B
8
B
8
8•
8
&
8
8
8
e'
P -hook
P-hooiII.
6+7
6+7 6+7
6+7
7+8
7+8
7+8
7+8
7+B
7+8
7+8
7+8
7+6
Z+8
7+8
7+8
C4+2
C4+2 C4+2
C4+2
'C4+2
,C4+2
C4+2 'C4+2
C4+2
C4}2
C_4+2,
C4+2
C4+2
04+2'
C4+2
C4+2
48"
t
Jamb
8
6 8
B
8
8
8
8'
8
8
B
8...
8
&
8
B'
Pdrook
6+7
8+7 6+7"
6+7
7+8
7+8
7+8.
7+8
7+8.
7+8
7tg
7+8
7+B
- 7+8
7+8"
7+8
I'UK tMr4rLC UN UWNU IAOLC, SCC an—I r.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE:OF THE S-1/4" SILL.
2) WHEN USING THE 2-1/2- SILL, POSITIVE WATER OF IS 46.67 PSF.MAX. WHEN USING THE 3-1/4° SILL, POSITIVE WATER OP IS
60.0 PSF MAX. WHEN USING THE 4" SILL; POSITIVE WATER DP IS:60..0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 -VT SILL IS NDT.AND MUST
ONLY BE USED WHERE WATER RESISTANCE ISNOT REQUIRED. MAX. POSITIVE DESIGN PRE5SURES SHOWN IN TABLE,11 MAY'
BE USED WHEN THE DOOR IS PROTECTED RYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENTDIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FORANCHORAGE SPACING, EDGE DISTANCEAND EMBEDk1ENT INFORMATION:
5) DOORSIZE TO COMPLYWITH CURRENT FBC EGRESS.REQUIREMENTS WHEN REQUIRED.,
6) JAMB ANCHORS ARE SPECIFIED AS,THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE -INSTALLED.
( Silt Height to Max. (+) DP
' (Water Iniltradan Rating).
SII Riser Height (+) Design
(Flat orBox, see Pressure, psf,
DLO WIDTH =
NOM. PANEL.W IDTH - T'
DLO HEIGHT =
DOOR UNIT HEIGHT' -10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT -1.866"
OH LENGTH I-
OI OH RATIO z 1
x ❑
O
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P -hook
Lockstlle@Jamh
Straight Astragal
Assembly
Locks;ile@
Straight Astragal
90'Astragal
Assembly
Lockstlle@
90' Astragal
"135 Astragal
Assembly
Lockstile'@
135° Astragal
Standard5tiles
Standard Stile
.Standard Stile
Standard5tile
Standard Stile
. Heavy-duty Stile
Heavy-duty Stile
'.Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
outside
Outride Corner, ,
'err—L,IIL
Outside
Corner
Inside
Corner
M!E=
Inside
Corner
Outsid
Inside Co'mer1 I
Corner
Part N60 (K2)
Partp60
Pa rt#60
PartH60 (Stile)
Part N67 (Astragal)
Part 060
Partk61(Stlle)
Part #128 (Corner
Part 11119 (Out).
Part p 120 (in
Part #61 (Stile)
Parts #3l '
Pan N61
Receiver)
(Corn. & Fxd Mount)
SERIES 770 ALUM. SGO - LM IMPACT
rwnit sa4: - a�m,w
sco•Tm NTS 6 d 71 PGT- -
PRODUCT REVISED,
as complying with the Florida
building Code
NDA -No. 16.0629.06
Expiration Date 02/17/2020
Dy .5�---
Miami DWPr�Co�
/'
� t tt s •',-
.Al rp
It
& LYNN MILLER.P.E.
P.E.n 58705
TABLE 2
Required, (for all approved configurations on Sheets 2 8 3) Maximum DP for allaizes: +6D/-60
sheet 1 a be IDnBed by Table 2A)
Design Pressure (DP) and Anchor Quantiti446 R
Forcorner astrapel anchorage on 90 or 135 comer units, see 1 Pay
Door Vnlf trt
Teble applies to Glass Types 60" &1• 80' 98• - 102" 178° 114' 120'
4.4A, 6; 8A, 7, 7A, B 8 BA 09-718' 01.0 73-71W. DLO -' 79-7/8' DLO 89-7/8' DLO -778", DLO, 97-TIW DLD - M-7/8" 01.0 09.718- DLO
and the Sola 7 Astragal typos Manor Group Ana r GNtp Ancbor GrauP - Anchor Graup Anohor Grue Anchor Group Anchor Group mhos Group
shcatr below. 1. 2 �-3 4 1 2 3. .4. 1 2 '9 4 1 2� 3- 4 1 '2 '3 4 1 �2 3 4- 1 2
135- Astragal
Assembly
Lockstile @
135'Astragal
Head/SIU 04*1 C4+ 04+1 C4+1 CA+1 C4H +1 +1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 c4+ +1 +1 1 + 71 C421 p+7 C4+1 C4+1 C4+1 C4r1 C4*1 Ci+1 c4 04H C4H
24"
Heavy-dutyStile
Jamb 8. 8 8 8 8 8 8 a - 8. 8 'e 8 8. e' B 8 10 10 10 t0 10 10. 10 10 10 10 10 10 10 10 10' '10
'Heavy-duty Stile
DLO
P•,ad( 6+T 6+7 8+7 817 7+8 7+8 7+8' T+8 7+8 7+6 7+0 7+8 7r8 7+8 1+8 7+8 8+9 '8+9 B+B. 8+g 8+B 8+9 8+0 8+9 9+10 8+10 9+10 8710 8+10 9+10 9+10 9N0
Heavy-duty Stile -
Heavy-duty5tile
Head7S11 04H C4+1 04+1 C4+1 C4+1 C4+1 C4+1 CAM C441 C4+1 C4+1 C4+1 CAH C4H C4+.1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CAH C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1
30°
Jamb B B 8 B 8. B 8 8 8" 8 B _ 8 8 8 a e 10 10 10 f0 10• 10 10 10 10 10 10' 10' 10 10 10 10
PLO
P•haok 6+7 a+7 Br7 11+7 7+8 7+8 7+8 '7+8 7+8 7+0 7+6 7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 8+9 6+9 SO 8+9 0+10 9+10 9+10 9+10 9+10 9+10 9+1D 9+10
Inside
Comer
Headisil 04+1. C4+1 GH. G+1 04+1 04+1 CAH C4+1 C4+1 04+1 C4+1 04+1 C4+I: C4+1 C4+1 CA+1 C4+,1 rA+1 [:4+t C4+1 Girl C4+1 C4+1 CR+t C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4H
36'
pJamb
8' 8 8 8 8 8. '8 a B, 6 . B '8 6 a -8 B` 10 10 10 ' 10 t0 10 10 10• 10, 10 10 10 10 10 10 10
P-0oak 6+7 6+7 6+7.'61 7+8 7+8 7+8. 7+8 7+8 .7+8 7+8 7" •7+8 7+8 7+8 7+8 8+9 8+0 B+9 8+9 :8+0 8+9 8+9. 8+9 9+10 9H0 9+10 9+10 9+10 9+10 9+10 9H0
Outside
HeadlSll_ C4t1 04ti 0421 041104+1 C4+1 04+1 C4.1 C4+1 C441 C4+1 0441 C4+1 04+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 04H C4+1 C5+1 C5+1 G+1 G1+1 CS+1 C6+1
42•'
- ]amD '8 - - -8 -- e- 8 8 =8 - '8 8 .B, -B- :. 8 0 ' 8, =8-. 8 -- 0'- -10- -10' -10- -iD- '10- .-10- 10 -10- 10- -10- -10- -10 - 10 . --10- --10- - 10-
a
DLO_
- -
P41ooK 6+7 -6+7 0+7 '6+T 7*8 -7+0 7+0- 7+0 7+6. 7+8. -7+B 7+8 7+8_ 7+8 7+8. 7+8 8+D 6+9 8+9 8+9. 829 8+9 6!9 8+9 9+10 9+10 9+10 9+10 Br10 9+10 9+18 8+10
Comer
Head/Sit C4+2 04-2 C4+2 C4+2 C4+2 C4+2 C4+2 01+2 G+2 C4+2 C4+2 C4+2 C4+2 C4+2JC4+2CA442 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C5+2 C5+2 G4+2 C5+2 C572 05+2 C5+2 C5+2 C5+2 C5+2
q8"
pL0
JambB.B 8 8 8 8 B B 9 B 8 S 10 10' 10 10 10 10 10. -10 1010 10: 10 10 .f0 10 10p-0aok
a
Part#61(Stile)
Part #118 (Comer
a+7 6+7 er7 o+7 7+6 •745 7+B 7+8 7+8 7+6 7+8 7+0 7+8 7+8 B+D 8+B 8+9 8+9 8+9 8+9 8+8 B+9 9+10 9+10 9+109+f0 9+10 B•10 9+10 9+10
P�#61(Stile)
Parts#31&q32
.
C4+2 04+2 C4+2 C4+2 04+2 01+2 C4+2 C4+2 CA+2 C4+2 0422 CA+2�•
•
4rDLO
.C7+2
aB 8.
0+7 8+7 8+T 7+87+8 7+8 7+8 7+8 7+8 7+0 7+B, 7*8 `ABNot available in theseslies'
(Corr- & 1 Mdunl)
HeedIS6 C4+2 C4+2 C4+2 C4+2 4A+2 C4+2 C4+2 C4+2 G7+2 04+2 04+2 CA+2 C4+2 C4+DO8
8 8 8 .a 8 8' 8 e- B80
P•hoak 6+7 6+7 6+7 6+7 7+6 7+8 7+6 7+8 7+B 7+B 7+B 7r8 7+8 7+8 7+8
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4' SILL.
2)WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1W SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING'THE 4'. SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRE& UNCHANGED). SEE TABI F 2A..
3) 4'; 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATERINFILTRATION WHEREAS THE 1-1/2'
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEEADJACENT DIAGRAM); -THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC'EGRESS REQUIREMENTS WHEN REQUIRED.
= EXAMPLE ON SHEET 9
SAI Height to Max. (+) DP
,(WaterIntiltrationRatf ):
Sill Riser Haight (4-) Design
Fletocaox,see Pressure;Psr
Sheet'17)
DLO WIDTH =
NOM. PANEL WIDTH - 7"
OH -LENGTH I DLO HEIGHT =
DOOR UNIT HEIGHT -10:125"
m
w OI PANEL HEIGHT=
M Oo OH RATIO'Z 1 DOOR UNIT HEIGHT -1.866"
O
6) JAMB ANCHORS ARE SPECIFIED.AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE - - OH LENGTH'
SEE NOTES 1.3' OH RATIO'= OH HEIGHT
INSTALLED:
--. -.---.-...:� ... , .,,-.,,.�.: �.,., �•..,, r ., occ euccTc n+ o �n��rno oaoT nrnncnr crnnre akin QUFGTC 9n F. to FrIR AS,grMRr V nFTAll S
Interlock
P -hook
Lockstile @Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile C'
90'Astragal
135- Astragal
Assembly
Lockstile @
135'Astragal
Heavy-duty Stiles
Heavy-duty Stilw
Heavy-dutyStile
Heavy-duty5tile
'Heavy-duty Stile
Heavy-duty.Stlle
Heavy-duty Stile
Heavy-duty Stile -
Heavy-duty5tile
Standard Astragal
g
butsideComer _
outside
Inside
Comer
Corner
Inside
Comer
Outside
Inside Cor
Comer
Part #fil(x2)
?art HSI
Part #61
Part#61(stiie)
Part #67 (Astragal)
Part#61
Part#61(Stile)
Part #118 (Comer
part#119 (Out.)
Part#120(ln.)
P�#61(Stile)
Parts#31&q32
Partp61,
•
Receiver)
(Corr- & 1 Mdunl)
WA= FL
11P80.1600 0 i SERIES 770
r.w I*, ra
em. oFAm. rPnw ® SGD•770 1
SGD - LM IMPACT
mors.
7 22 PG70t''
PRODUCT REVISED
as complying with the Florida
Building Godo'
NOA=No. 16.0629.06
Expiration Date02/1712020
By
Mlaml-0a�roquct 0ontrol
A LYNN MILLER Pa
P.EJ/ 68705
Design Pressure (DP) and Anchor Quantities Required; (for all approved configurations on Bheets.2 & 3)
For rumor estragel anchorage on 90° or 135° caner units, see sheath _
Maxlinum'DP shown below
(May be Ilmhed by Table 3A)
- - - Door tl t Hel hl _ . --
Table applies to Gass Types 4, 4A, So, 84" 90". - - -. .. 96" - - 102" 108'
6; 6A, 7, 7A, 8 6 BA and the SUIS /' 69.718' DLO 73-71a, DLO 79-7/B" DLO 85-718° DLO: t - 97-718' LO
Astregaltypes shown below. Anchor Group Anchor Group rle a -Getup Anchor Group AnchOrGroup - rrchorGmup
'1 2 .3 . d 1 2 3' 4- 1 2 3 4 - 1 '2 3' - 4 i . 2-.. 3 4 1' 2. 3 4
DLO WIDTH=
2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP Is 45.67 PSF MAX..WHEN. USING THE 371/4" SILL, POST IVE.WATER:
NOM. PANELWIDTH-7"
Desi Pressure - -. tVj' sf - - 2, Pet - +1-7 0.ps
Heald-duLySllles
UNCHANGED). SEE TABLE 3A.
17"
HeadIS01 04+1 C4+1 C4+1 C4t1
Cgt1 C4t1 C4+1 C4+1 C4t1 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 C4+1 G+1
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
24°
DLO1
Jamb B B 8 .8
0 8 8: 8, 8 8 8 B 8 8 8 8 10 10 10 10 10 10' 10 10
DOOR UNIT HEIGHT -1.866"'
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND: EMBEDMENT INFORMATION.
Heavy-duty Astragal
P -hook 6+7 .6+7 6+7 6+T
7+6 7+8 7+8 7+8•. 7+9 7+8 7+8 7+8 7+8 i7+8 7+8 7+8 '8+9 8+9 8+9 8+9 8+3 8+9 8+9 8+9
6) JAMB ANCHORS ARE SPECIFIED. AS THE TOTAL QUANTITY, DIVIDE: BY 2 FOR PAIRS TO BE INSTALLED.
nrn Rrs,nr
•e.o .rn rno ACCMAMJ VnC All C
Design Pressura +/--90;0 psf +!•82.5 Psi' . +/-75.0 pot -
23"
Head/Sid C4+1 C4+1 C4+i 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4t1 C4+i C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1
`
30„
DLC.
Jamb 8 88 8 8 - 8 B :: 8- B 8 B: 8 B- 8 8 8 10. 10 10 jr 10 10 10' 10 10
P -hods 6t7 6+7 6+76+T 7+B 7+B 7+8 '7+8'7+8 7+8 7+e 7+B 7+8 7+8 7+6- 7+8 B+88+9 8+9�B+9 8+9 8+g8+9 8+9
inside Carrier
Design Pressure: - _, - - ------ If9o.0psP - __- - - - - -- +/b2.6 pat: - - -- 4/-75.0 ps(. -
Part #61(72)
29°
HearYSOR-- C4+t C4+1 C4+2 C4t2 C4t1 C4t1 C4+2 C4+2 C4+1 C4t1 C5+2 C5+2 C4+1 C4+1 C6+2 C6+2 -C4+1 C4+1.Ca+1 C5+1 C4+1 C4+1 C6+1 C6+1
n.
36"
DLO
Jamb 8 8 8 B 8 8 8 8 a_ 8 8 B 8 8 to 8 16 10 10 10 10 10 10
U61 (Stile)
Parrs &iou
Part. #61
P.•hook 6+7. 8+7 6+7 6+7- 7+8 7+8 7+8 '7+8 7+8 7+8 7+8 7+8 7+8 B+9 '8+9 B+9 8+9 -8+9 8+9' 8+9 8+9 8+9 B+9' 8+9
Design Pressure +690.0 psf - +/-82.5 PSI +/-75.0 psi
Fx
(Corn. & kd Mount)
35"
HeadlSlll C4+2 C4+2 C4+2104+21 C4+2 C4+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 0542 C5+2 C5+2. C5+2 C5+2105+2 C5+2 c5+2 C5+2 C5+2 C6+2 C5t2
42"'
DLO
Jamb B 8 B _ 8 8!8 8' 0 -.8 8 10 •8 6; ', 8 X10 8 10, 1010 10 10' - 1D _ 10
_
_
P -hook 6+7 7+B: 7+8 7+11 7+8 ;THS 7+8 7+B 7+8 •B+B ''8+9' 8+8.- 8+9'�: .8+9 9+91 8+9 '8+9� 8+9 ;8+9 8+9 8+9: 8+9 8+9 B+9
Design Pressure 4/.90.0 psf . Sao Nolo A be/ahi ' - - +1.82:6 PSI +/-75.0 ps[
41"
HeadiSOi C4+2 C4t2 C5+2 C8+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 06t2 C5t2 C6+2 C6+2 G6+2 C5+2 C5+2 C6+2C6+2
45°
DLO
Jamb 8 B �8 8 .8 B 10 8 8 8 10 8 8 8 '10 -.B; 10 10 10 10 10 10 10 10
P -hook 6+7 7+e T+8 7+8- 7+8 B+9. 8+9 .8+9 B+9 8+9 8+9 8+9 8+9 9+1 o. 9+10 9+10 1 8+9 9+10 1 9+10 9+10 '8+9 9+10 9+10 9+10
t•UK C151UWIrLr UN UJINu r noir, aoc .�, n.c i .. ..... ...-..._._ . _. _.. --.--... __ ., .. ., -• -. -• .. .• -.`
-.., _... - -.. _-- _ 1 -. -
NOTES;
Straight Astragal
Assembly
1) POSITIVE.PRESSURES 1N TABLE 3,ARE BASED ON THE USE OF THE 4" SILL..,
DLO WIDTH=
2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP Is 45.67 PSF MAX..WHEN. USING THE 371/4" SILL, POST IVE.WATER:
NOM. PANELWIDTH-7"
DP IS 60.0 PSF:MAX. WHEN USING THE 4"SILL. POSITIVE WATER, DP IS 90.0 PSF MAX (NEGATIVE 'PRESSURES
Heald-duLySllles
UNCHANGED). SEE TABLE 3A.
DLO HEIGHT =
3) 4:, 3 -1/4 -AND 2-1/2" SILL HEIGHTS ARE TESTED rOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL Is NOTAND
DOOR UNIT HEIGHT -10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
Heavy-duty Stile
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING Wl I H I HE CURRENT; FLORIDA
PANEL -HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS.CONDmON IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT -1.866"'
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND: EMBEDMENT INFORMATION.
Heavy-duty Astragal
5) DOOR SIZE'TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
Outsidtsfde Corr ner, ,
JIComer
6) JAMB ANCHORS ARE SPECIFIED. AS THE TOTAL QUANTITY, DIVIDE: BY 2 FOR PAIRS TO BE INSTALLED.
nrn Rrs,nr
•e.o .rn rno ACCMAMJ VnC All C
Interlock
P -hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstlle.@
Straight Astragal
90' Astragal
Assembly
Lockstile @
90°.Astragal -
135° Astragal
Assembly . _
- Lockstile @
135" Astragal
Heald-duLySllles
Heavy-dutyStlle
HeavytiutyStile
Heavycluty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStile,
Heavy-duty Stile
Heavy-duty Astragal
Outsidtsfde Corr ner, ,
JIComer
outside
inside
`
Comer='
Inside
Corner
Outside
inside Carrier
Corner
Part #61(72)
Part #61
Part #61
Part 461 (Stile)
Part 468 (Astragal)
Part #61
Part #61(Stile)Part
Part #118 (Comer
Part #119 (Out.)
part#120 (In.)
U61 (Stile)
Parrs &iou
Part. #61
Receiver)
Fx
(Corn. & kd Mount)
1070
34279
SERIES 770 ALUM. SGD - LM IMPACT -
r.Armt svr - ""-
sao-77a MS 8 s 22 PGT0130
TART F -SA-.
SIR Height to Max. (+) lop
(Watetlnfiltration Rating)
81TRIserHeight
(+) Des n
(Flat or Box, sea
Pressure, PSI
Sheo117)
Flush- 1.1/2"
see -note 3
Low-- 2-112°
-46.87
Medium - 3-1/4"
+ 80.0
I•tigh-4''
br= Nu r rb 1-j
OHLENGTH
OH RATIO 2'1
OH RATIO = OH LENGTH.
OH HEIGHT
PRODUCT REVISED
as comp%ying,with .the.Florido
Suildlny Code
Noir-.No. 16.0629:06
Explmtron Date 002117/2020
tinemi a r0 ue Dont-mir
r
t, r
A. LYNN MILLER. P.E
P.E.# 50703
NO FRAME "7+8'' P-HOOKANCHORAGE CONSISTS'OR
_
SEE'C5" CLUSTER
SEE
JAMB (7) P -HOOK ANCHORS;
REQUIRED @ (PERPENDICULAR TO GLASS -
MAX UNR WIDTH
SEE "C5"- CLUSTER SEE "C5" CLUSTERDETAILS,
DETAILS; SHEET 10
FORASTRAGAL
SPLICE
EXTERIOR PLANE SEE TABLE 2, SHEET
)
DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET FOR INTERLOCK
p4"
MAX. O.C.
NOTE,
THIS
POCKETS, AND
;; SEE POCKET
INTERLOCK
60"'NOM. CLUSTER,SEE
PANEL WIDT-1 DE/TAILS; SHEET 11 x
,
SHEET
(8).P+IOOK -__-
x
x x
xJAMB
xx
x
e MAT(:
MAI
.1 INSTALL/TIONI o MAX.
f
x x
L
x
x
x
xxDAPTER
j THIS SHEET ANCHORS MIDWAY j
3° MAX
SHEET 14 BETWEEN P -HOOK
o
I
4 PAIRS OF
'$ ANCHORS & AT 3" 1
..:.. FROM, TOP & ' 1.
®'
I
.I
0
I
I
1
—FRAME
ANCHORS
95"
x
x
ANCHORS
(TOTAL B
! BOTTOM I
®
i
,
m
o
UNIT
21" MAX.
.ANCHORS).
4.051"
,':...., _ l
a MAX. O.C.
"MAX TO OPENING h ¢
' '
®I
I
14° MAX O.C.
n
®= P -HOOK
HEIGHT
O.C..
PER JAMB
EDGE OF POCKET SEE � a
I0
ANCHORS
x
x- --f
(SEE JAMB
DETAIL
- _ - INSTALLATION -I Q - - --- -I
-
®I
o
- -
-m
-
:BELOW)-
m�.
DETAILS Jc' &'Kq'
0= P HOOK':_.
END PANEL SHEET 14 &PART C
i®I
i
i
;0
MOUNTING
ANCHORAGE DETAILS J'"&'IC, i y 1
I
r 3"MAX.
ADAPTER
x
24" MAX.
(2 ANCHORS) SHEET 19 FOR i i
k®
ANCHORS
X
O.C.
P -HOOK '---__ 6 MAX
-
DiI--LL
x x
x
_ x,
x x' x
xx x
x ' ✓` END PANEL
ANCHORS
ANCHORAGE• END PANEL,'
ANCHORAGE,'
. X" xa x x
`'�
x 'x x
x x x
'x. -- x
x �x x "
x x . x' 6'
MAX. ANCHORAGE(SEE
SKETCH BELOW)
'(SEE SKETCH,BELOWJ
•+2°
•*2• °lam ^
",2r
it
CENTERLINE 8- MAK. TYP..-ANCHORAGE
Z^ ANCHORAGE
ANCHORAGE .ANCHORAGE
ANCHORAGE
OF PANEL 1 2.04' -'
24" MAX
EXAMPLE 6 PANEL 2 TRACK 901 OUTSIDE CORNER - p)X1 0 - EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
60" x 96" NOM. PANELS; ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
6"
SPLICE NOTE:
4.NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES:
ANCHORS MAY BE ADDED'
1
I )APPROVED ANCHORS: SEE TABLE A, SHEET 1
AS-NEEDEO TO ALIGN THE
7—
I
2) ANCHOR LOCATION SPACING FOR ANCHOR QUAMITIES'SPECIFIED IN TABLES L3y.SHEETS '6 8_.
ExTERicR HEAD OR SILL IF A SPLICE.
I
, CENTERLINE OF HEAD & SILL: 8 MAX :FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21"
�-
OCCURS AT THE P -HOOK.
6T0^
NOM.
• %
INTER[ OCK APPROPRIATE TABLES. SHEETS 6-B AT EACH INTERLOCK AND STRAIGHT'AND.CORNER MAX
PANEL
-
SEE "C5" CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY'OF ADDITIONAL INTERMEDIATE: O.C.
WIDTH
DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL. ANCHORS 24" O.C. MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELSARE:ONLY
5.64"
"+2' ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO -THE ND=ZCHOR
CLUSTER IS OVER 2,V, OTHERWISE ANCHORS.' ARE NOT.
ccn�Rwsoc�
6" MAX
PRODUCT REVISED:
3.5`'
REQUIRED AS PER THE.FIGURE AT RIGHT:
.. o,o".�:
es complvl Ith.the Florida
CENTERLINE JAMBS & P -HOOKS; 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C: (JAMBS), 14' MAX: ANCHOR
BUR I g Godo
OF PANEL.2 D.C. (P -HOOK) UTILIZING' ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8 SEE 2 -TRACK
FRAME JAMB
ppp No, 76-0629.06
P -HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
Expiration Dato 02!1712020
-
"+2' ANCHORAGE
REQUIRES SEE"C5"CLUSTER END,PANEL
CENTERLINE CENTERLINE
BY
•
l
"C6" CLUSTER; SEE' OF DETAILS, SHEET 10 � ANCHORAGE
DETAILS, SHEET 11 FORASTRAGAL (2.ANGHORS) g^
INTER! OCK ASTRAGAL
NBam a roduet Control
4.051"
i•
1
`.-
a
-
_
EXTERIOR f�
CENTERLINE' °+2'ANCHORAGE �•� CENTERLINE "+2°ANCHORAGE CENTERLINE
`
OF PANEL 3 I OF PANEL 4. OF PANEL 5
/
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
-
+pro�s+NLxocro/trve11
ANCHORAGE SPACING &EXAMPLE.PLANS
.'.•K:
�- Gem:
N. VENJCL: FL3t27S
nie: -
,... _ '...
SERIES'770 ALUM- SGD - LM IMPACT
�^
p JR 1 10/14 cue -
(wf)-m .180oW.
CERT.OFAfRN.8292&8
- ®
sa �oa,e 6"0� a°'{•MO Rx.
3GD-770 NT$ 9 + 22 PGT0130 B
A- LYNN MILLER P.E.
P.E.#58705 .
ASTRAGAL OR SPLICE LOCATION
INTERLOCK--t--IF NEEDED
CENTERLINE I
3.5
1.75"'
4' DIAG.
I 2.04"
o I
EKT,(E�RI,IOR 3.5" '
v 2 TRACK FRAME HEAD/SILL
g@ASTRAGAL OR INTERLOCK'
(USE WHERE 4 CLUSTER
:ANiCHORqiARE REQUIRED, --C4") /
ASTRAGAL OR. I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
WTERLOCK`�I CONDITION.. USE INTERLOCK- 'IF NEEDED'
CENTERLINE C6' CLUSTER DETAIL) CENTERLINE
1.75
l-- -• 7' --- - 7" --i
F9
EXTERI R 4" DWG.
2 -TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C$
3.5
4' DIAG.
• �22.04EXTERIOR,T 37"2 -TRACK FRAME HEADISILL(Ia ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,"Cti")
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR' (FOR SPLICE
INTERLOCK-��IFNEEDED INTERLOCK-► CONDITION, USE
CENTERLINE. I CENTERLINE C6'CLUSTER DETAIL)
3.5":2.04"
4.08"
EXTEnRIOR 7"EXTERIOR " 4"DWG. EXT�77V 3 -TRACK FRAME HEADISILL � 3 -TRACK FRAME HEADISILL V(M ASTRAGAL OR INTERLOCK a) ASTRAGAL OR INTERLOCK
(USE.WHERE 4 CLUSTER (USE'WHERE 5 CLUSTER
ANCIIORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED; "C5')
ASTRAGALOR IISPLICE LOCATION
INTERLOCK -^i IF NEEDED
CENTERLINE
4TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE.REQUIRED, "C4")
ASTRACALORII(FDRSPLICE
INTERLOCKiCONDITION, USE
CENTERLINE II "C6" CLUSTER DETAIL)
--moi 3:5" I` -:
4"EXTERICR
4 -TRACK FRAME HEAD/SILL
(a)aASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5)
VEWCE, FL3W5
ASTRAGAL OR SPLICE LOCATION
INTERLOCKr-r IF NEEDED
CENTERLINE=F
3.5" �-
3-TRACK FRAME HEAD/SILL
(aXASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'C6:)
ASTRAGAL OR (FOR SPLICE
INTERI OCK CONDITION, DO NOT
CENTERLINE USE THIS DET
i" 3.5" j --
i
2.04"
EX�TMIOR,
V
2.D/
2:
T'
2:04"
2.04"EXTERIOR
21"
6"DIAG.
MAX.O.C:
"
21,.
Exr-EwoR
5.64" MAX.
O.C.Lf—
6" MAX
2 -TRACK
FRAMEJAMB 6^MAX.
ANCHOR PAIR . - — -
4 -TRACK
6"DWG. FRAMEJAMB
ExT ANCHOR PAIR
2.04"'
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX. TRACK (INT. SHOWN)
O.C. I
III'I�III . .
13 -TRACK FRAME JAMB'
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY;
4 -TRACK, FRAME HEAD/SILL
(a ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,. -CV),
WITH & WITHOUT SPLICE CONDITION
=M=o If i v rwrvr. atvw - un mwr-Me e
nmt sN e`+' ,.
sco-no NTS f0 � 12 PGT0130
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
Z FOR HEAD OR SILL.SPLICE
LOCATIONS/ANCHORAGE AT
P -HOOK SEE SHEET 9.
PRODUCT REVISED
ascomp. with the Florid.
building Coda
No"o. 16.0629:06
Expiration Date 0211712020
By_
Miami-"Vmduct Control
\' �•��� 1.
.oil _ •:�.. I
A. LYNN MUHL P.E.
P.E.#50705
2.04"' 2.04" INTERIOR 2.04 INTERIOR 2:04" NOTES:
INTERIOR INTERIOR 7 1. ALL DIMENSIONS: SHOWN
4'DIAL.8.94' ARE BASED ON MINIMUM
fi.1T' 8.12" ?4"DIAG: 3.5' f3.5• ALLOWED.
INTERIOR T INTERIO INTERIOR _ 2• DETAILS DEPICT ANCHOR
INTewOR. ` QUANTITY AND SPACING,
90 3. \ 90 3. " 1 ° ExrERlaz 1 °
AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4" DIAG: 4" DIAG. FOR EXTERIOR OR INTERIOR''
CORNER CONFIGURATIONS:
EXTERIOR
3.5" 4" 3.5" 4" 3.5' 3 4, "+1"ANCHOR
2.04" EMEwoa 2.04" 7• 2.04" EXTERIOR, 4„ 2.04' 7' 8.94"
EXTERIOR
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 I - CENTERLINE
-(USE WHERE 4-CLUSTER-(USE;LVHEREb OR6.CLUSTER (USE_WHERE_4-CLUSTER' (USE WHERE 5O B CLUSTER 1`OFPANEL
ANCHORS ARE:REQUIRED, "� ANCHORS ARE,REQUIRED,"C6'). ANCHORS ARE REQUIRED, "•C4�" ' ANCHORS ARE REQUIRED,'ce")
4.08'
+2°ANCHOR
INTERIOR INTERIOR
EXTERIOR 4.08" "+11ANCHOR
4:' 7.41" 2.04" 4" DIAG.
INTEIjIOP INTERIOR -
900
EXTERIOR I CENTERLINE
- •3 6" f OF PANEL.,
3.
4•pg• 4.08" '+3"ANCHOR
AG. 5.37, G. 7'
CENTERLINE
3.5'
4" 3.5" ° ON OF PANEL 2:04"4"DIAG.
EXTERIOR 7' .EXTERIOR 7' 4- IR ALL '+2" ANCHOR 3.5•
90° CORNER 13o CORNER, VIEWS 7
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME; HEAD/SILLl CENTERLINE
("C6" ANCHOR CLUSTER REQUIRED (" C6" ANCHOR CLUSTER REQUIRED L +�OFPANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4" DIG 2-TRACK FRAME HEAD/SILL
- INTERMEDIATE ANCHOR LAYOUT
INTERIOR. 6.12" INTERIOR 2_04°
2.04' :12" 3.5" CENTERLINE
4" EXTERIO _ (`
-� INTERIOR 5'88 OF PANEL PRODUyCnTgREVISED
INTERIOR gp 4" 3 S. 13� "+3" ANCHOR Bui,ding ClafeWith the. Florida
2.04" NoA-Nu. 76-0629.06
DIA 7°
Expiration nate 02/17/2020
6.12 4, D AG: 6.12" 9.5" 4.08" BY
L - '7" EXTERIOR Mlam - r ut on
tral
2:04' 3:5" 4° 4,. DIAG. 3:5` 3.5• I /
" �EXTERIOR� 4"
7ICEYTEKINE
'EXTERIOR "�` , �,,. •���';-
2.04" I x •'
90" CORNER 135° CORNER �.OF PANEL
4-TRACK FRAME HEADISILL4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("C8°ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED' INTERMEDIATE ANCHOR LAYOUT -
AT ALL 4-TRACK CORNERS) AT.ALL 4-TRACK CORNERS} (3-TRACK SIMILAR);
L 1070715CJOLo[dYM1VF ANCHORAGE, EXAMPLE CLUSTERS
Wt SERIES 770 ALUM. SGD - LM IMPACT
slswart ate: ma. a-ftm A LYNN MILLER P.E.
oA, W. am: au+"e ow• CERT.OFAUIYL129296 .770 NTS. 94 • 22 P0T0130 B P.E.xsatas
JR 10/10/14
INSTALLATION DETAILS
EDGE DISTANCE:
"SEESHEET 1
6"EXTEMOR114"
MAX
>� SHIM
SEE TABLE A,1 _III ��00��D�D
SHEET 1 L2XWOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 &TABLE A, SHEET 1
2 -TRACK FRAME HEAD
Aw WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SFE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEEANCHOR
NOTE 5, SHEET
1 (1/4" MAX.),
EXTERIOR I _
2-1/16"• --
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET.1
2 -TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: • SEE TABLE A, SHEET'l
EMBEDMENT: SEE TABLE A;SHEETI
MIN. OF 3 THREADS BEYOND
EDGE DISTANCE:
SEE TABLE A; SHEET 1
EDGE DISTANCE:
THE METAL SUBSTRATE
TABLEA; SHEET 1 ~I
SEE TABLE A, SHEET 1
NOTES:
114"
114"
1. ALL DIMENSIONS
MAX,. MAX.
EXTERIOR. �' SHIM �TERwR' SHIM
SHOWN ARE BASED
ON MIN. ALLOWED.
I t
[I)
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
2X WOOD WOOD ANCHOR TYP.,
METAL TYP., SMS ANCHOR TYP.,
TYPES PER TABLE A,
SHEET 1..
TYP_ SEE ANCHOR SEE ANCHOR NOTES
SEE ANCHOR SEE ANCHOR NOTES
SEE TABLE A.
NOTE 3, SHEET 1 & TABLE A, SHEET 1
NOTE 4, SHEET 1 & TABLE A, SHEET I
TYP., SEE ANCHOR
3 TRACK' FRAME HEAD'
WOOD INSTALLATION
4 -TRACK FRAME HEAD
METAL INSTALLATION
IS
A O.C. L
*DIAGONAL IN4' (HEAD
MIN 4" (HEAD& SILL)
ew
NOTE 3. SHEET 1
WOOD ANCHORTYP., _ 2)(W_OOD -
SMS ANCHOR TYP., - iMETAL'TYP.; -
- DETAILS,.SHEETS 10.&'11
SEE ANCHOR NOTES TYP., SEE ANCHOR
SEE 8•TABLE A, SHEET 1 NOTE 3, SHEET -1
-SEE ANCHOR NOTES SEE ANCHOR
SEE &TABLEA, SHEET 1 NOTE 4, SHEET 1
'2-1116" •
ANCHOR ANCHOR
NOTE 5, NOTE 5,
SHEETI'� 1 SHEET1
(114" MAX) { r.• 1 (1/4° MAX) T �u
E7> woR, EXTEMOR I
2-1116" ` �2-1/16°
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLEA, SHEET 1
e3 -TRACK FRAME SILL 4 -TRACK FRAME SILL
W00D'INSTALLATION METAL INSTALLATION,
EMBEDMENT: SEE
TABLE N SHEET 1�—
MOT.
EDGE DISTANCE:
SEE TABLEA;
METAL TYP., ' SHEET 1
SEE ANCHOR
NOTE 4, SHEET 1 i,
2-1/16"'
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET.1
MIN. OF 3
THREADS
EXTERIOR BEYOND. THE
]� METAL
V SUBSTRATE
114" MAX. SHIM F -+-
4 -TRACK FRAME JAMB
Iw METAL INSTALLATION
JVCHORAGE-DETAILS
IERIES 710 ALUM. SGD - LM IMPACT
wa,r me" a".e mrpra" Air.
.,..m .NTS:. 12' a ZZ Pmmo . B
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLEA, SHEET 1
PRODUCT REVISED
as cdmpWingg with the Florida
Building, ow
NOA-Ho. 160629.06
Expiration Date02117/2020
BY. /141� —
Miami-DSdpWroduet Control
LYNN hil��ii^
�~ x1�^'V4C4!S�
"IA�
A. L+WMJELcn RE.
EMBEDMENT:SEE
TABLEA; SHEET 1 ~I
vm
I
EMBEDMENT: SEE
TABLE A; SHEET 1 ~I
EDGE DISTANCE:
2X WOOD
EDGE DISTANCE:
WOOD
I
SEE TABLE A.
TYP., SEE ANCHOR;
SEE TABLEA
SHEET 1
TYP., SEE ANCHOR
SHEET 1
NOTE 3, SHEET 1
NOTE 3. SHEET 1
2-1116" •
/
'2-1116" •
WOOD ANCHOR TYP .,
SEE ANCHOR NOTES.
WOOD ANCHOR TYP.,.
If
& TABLEA, SHEET 1
SEE ANCHOR NOTES
O
& TABLE A; SHEET 1
EXTERIOR
I
1/4" MAX. SHIM I .
EXTERIOR
1/4" MAX. SHIM —►i
I
2 -TRACK FRAME
JAMB
ja 3 -TRACK FRAME
JAMB
keV WOOD INSTALLATION
Hw. WOOD INSTALLATION
MOT.
EDGE DISTANCE:
SEE TABLEA;
METAL TYP., ' SHEET 1
SEE ANCHOR
NOTE 4, SHEET 1 i,
2-1/16"'
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET.1
MIN. OF 3
THREADS
EXTERIOR BEYOND. THE
]� METAL
V SUBSTRATE
114" MAX. SHIM F -+-
4 -TRACK FRAME JAMB
Iw METAL INSTALLATION
JVCHORAGE-DETAILS
IERIES 710 ALUM. SGD - LM IMPACT
wa,r me" a".e mrpra" Air.
.,..m .NTS:. 12' a ZZ Pmmo . B
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLEA, SHEET 1
PRODUCT REVISED
as cdmpWingg with the Florida
Building, ow
NOA-Ho. 160629.06
Expiration Date02117/2020
BY. /141� —
Miami-DSdpWroduet Control
LYNN hil��ii^
�~ x1�^'V4C4!S�
"IA�
A. L+WMJELcn RE.
INSTALLATION DETAILS
CONCRETE EDGE DISTANCE: SEE
PER TABLE TABLE A. SHEET'1 CONCRETE
A;SHEETI 2-1/16"' PER -TABLE
A SHEETI
EXTERIOR 1', �.•• •,
a
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A. SHEET 1 CONCRETE.
Z-1110" PERTABLE
A, SHEET 1'
EMBEDMENT: J
NOTES:
1. ALL DIMENSIONS:
SHOWN ARE BASED
2-1116"'
ON MIN. ALLOWED.
1/4'
SHIM
T 1/4' EXTERIOR I L 1/4" IXT[RIDR
SEE TABLE A,
SHEET 1
SHEETS
i
1DETAILS,
S
MAX
SHIM
(� I MAX- ry
r SHIM +
PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR.TYP..
WOOD BUCK TYR, SEE SEE ANCHOR NOTES &.
WOOD: BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, S EET 1
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
2 -TRACK FRAME HEAD
3 -TRACK FRAME HEAD
CONCRETE INSTALLATION
ec CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEEANCHOR
NOTE 5„SHEET
1 (114” MAX.)
EXTERIOR
4 2-1/16"'
PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &WOOD BUCK TYR, SEE
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 17 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR SEE ANCHOR
NOTE 5; , NOTE 5,
SHEET 1 + SHEET 1
f (1/4' MAX.) 1 1 ;(1/4"MAX.)
EXTERIOR I .•-
2-1116:
EMBEDMENT: SEE TABLE A. SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
NOTES:
1. ALL DIMENSIONS:
SHOWN ARE BASED
2-1116"'
ON MIN. ALLOWED.
1/4'
SHIM
• DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6- (JAMB) SEE
in
SHEETS
i
1DETAILS,
S
PROPERLY SECURED IX•/ CONCRETE ANCHOR TYR,
WOOD BUCK TYP., SEE L SEE ANCHOR NOTES &.
ANCHOR NOTE 9, SHEET T TABLE A, SHEET 1
4 -TRACK FRAME HEAD.
CONCRETE INSTALLATION
CONCRETEANCHORTYR, PROPERLY SECURED IX
SEE ANCHOR NOTES$ WOOD BUCK TYP., SEE
TABLE A. SHEET 1 ANCHOR NOTE 3, -SHEET 1
EXTERIOR I,
1/16"
EDGE
EDGE DISTANCE: tAJN�Kt I t EDGE DISTANCE: �aJN�Ke I C' EDGE DISTANCE:
SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1
EMBEDMENT: SE T 1 A, SHEET 1 EMBEDMENT: SEE TABLE ArSHEET 1 %�' SHEET 1 EMBEDMENT: SEE TABLE.A, SHEET 1
(2
E:NCRE
ACKRAME SILL3-TRACKFRAME SILL 4 -TRACK FRAME SILLTE INSTALLATION Ec . CONCRETE INSTALLATION Fc'. CONCRETE INSTALLATION
EMBEDMENT: -SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
PROPERLYSECURED
TABLE A, SHEET 1
—�L.
T
SEE ANCHOR NOTE 3'
PROPERLYSECURED
SHEET 1.
;
EDGE -DISTANCE:
IX VVOOD BUCKTYP.,
TYP., SEE ANCHOR,
:RETE/CMU INSTALLATION.
SEETABLEA,
SHEETI
SEE ANCHOR NOTE 3, _
SHEETI
rL
SHEETI
�.wns
CONC./CMU ANCHOR
scD-m
Aunt A2M6
2-1/16"
TYP:, SEE ANCHOR
NOTES & TABLE A.
SHEETI
:_
CONCRETE
EXTERIOR.
OR CMU
I+
R TABLE
V1/4" MAX. SHIM
A, SHEET I
A', SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1
CONC./CMU ANCHOR
TYR, SEE ANCHOR
NOTES & TABLE A.
SHEETI
PROPERLYSECURED`
1 X WOOD BUCK TYP.,,–
SEE ANCHOR NOTE 3;
SHEETI
EXTERIOR
V 1/4" MAX. SHIM
da 3 -TR
He CON
Carr.
EDGE DISTANCE:
PROPERLYSECURED
SEE TABLE A,
1X WOOD BUCK TYP.,
SHEETI
SEE ANCHOR NOTE 3'
�
2-1/is.. l
SHEET 1.
CONCJCMUANCHOR
1CK FRAME'JAMB
TYP., SEE ANCHOR,
:RETE/CMU INSTALLATION.
NOTES & TABLE A,
vor_ocroarveANCHG
SHEETI
CONCRETE;
1 OR CMU
PER TABLE
;t A, SHEET I
1CK FRAME'JAMB
:RETE/CMU INSTALLATION.
vor_ocroarveANCHG
rL
�.wns
SER1E6
scD-m
Aunt A2M6
EXTERIOR, 1
cf
1/4' MAX -SHIM
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
2-1/16"'
'CONCRETE
OR CMU
PER TABLE
A; SHEET 1
SGD - LM IMPACT
a.r,rw.
I > M PGT0130
CONCRETE
PER TABLE
A, SHEET 1
PRODUCT REVISED
.. complyyingg with the Florida
Bullding Wo
HOA -No: 16-0629:06
Expiration Date 0 211 712 02 0
Mioml-Dad(rProduct Control
jJti 1,11E V
,_l:•,; :`cc;z�ot�.=,cam �.
INSTALLATION DETAILS
METAL TYP.,
FRAMEJAMB
SEE ANCHORP-HOOK
MOUNTING CONCRETE OR
NOTE 4,SHEET'1;
8
REQUIRED ATALL
OF THREADS
2.693' MIN.
BEYONDTHE.METAL
ANCHOR NOTES
INSIDE POCKETS
28 &TABLEA,.SHEET 1 EMBEDMENT:
EDGE'
(ALSO SEE.TYP,
EMBEDMENT: SEE
TO.PREVENT
EMBEDMENT:
DISTANCE
SEE TABLE A,
WOOD FRAMING TABLE A SHEET 1
P=HOOK MOUNTING ADAPTER WATER
aTAB E A, SHEET 1
WOOD ANCHOR TYP., INFs TRATION
CONCJCMU
j o
SEE ANCHOR NOTES
IEANCHOR
TYP., SEE
EMBEDMENT:
& TABLE A, SHEET 1
!
26
ANCHOR NOTES &
SEE TABLE A,
_ _ _- __
(ALSO SEE,TYP.
+
TABLE A. SHEET 1
SHEET 1
29
ILLUSTRATION; SHEET 9)
' `
1-1/4" MIN. EDGE DISTANCE
DISTANCE: SEE.
DCfER10R
FABLE -A, SHEET 1 EMBEDMENT:
L
SEE TABLE A
.' '
_
2s
EXTERIOR _ - $HEFT f
` a
=A AFTER CONC� CMU - -
PHOOK WOOD ANCHORTYP.,
" ,
ANCHOR TYP.,-SEE
SEE ANCHOR NOTES
P -HOOK
._ .
ANCHOR NOTES &TABLE
& TABLE A. SHEET 1
CONCRETE OR
EMBEDMENT: SEE
A, SHEET 1
( ALSO SEE TYP.
2.693`CMU PERTABLE MIN• A; SHEET 1
TABLE A SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P -HOOK FOR USE WITH FLAT SILL RISERS
P -HOOK FOR,USEWITH ANY SILL RISER
PARTS #18, #20, #22 OR #24
J- PARTS'#18, #20. #22 01R#24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES, IA, 2A & 3A
MAY ALSO BE INSTALLED IN
(SEETABLES 1A. 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)'
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION,
METAL TYP.,
SEE ANCHORP-HOOK
MOUNTING CONCRETE OR
NOTE 4,SHEET'1;
8
EMBEDMENT: SEE'
ADAPTERSMS CMU: PERTABLE-NMIN.
TABLE A SHEET 7 SEE
OF THREADS
ANCHOR TYR,
A,SHEETI
BEYONDTHE.METAL
ANCHOR NOTES
SUBSTRATE
28 &TABLEA,.SHEET 1 EMBEDMENT:
(ALSO SEE.TYP,
ILLUSTRATION, SEE TABLE A,
EMBEDMENT:
SHEET9) SHEERI
SEE TABLE A,
E DISTANCE: SEE.
SHEET 1 `
aTAB E A, SHEET 1
P -HOOK SMS ANCHOR.TYP., EX-ERIOR
SEE ANCHOR NOTES :0?n
& TABLE A, SHEET 1 G
(ALSO SEETYP. 2.693" MIN.
ILLUSTRATION, SHEET 9) EDGE.DISTANCE
eP -HOOK FOR USE WITH BOX SILL RISERS.
PARTS #19, #21, #23'OR #25,
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
rL
EMBEDMENT: SEE
TABLE A, SHEET I
P -HOOK MOUNTING
ADAPTERCONCJCMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
ILLUSTRATION, SHEET 9)
1-114":MIN: EDGE DISTANCE
P -HOOK CONCJCMU' / EXTERIOR
ANCHOR TYP., SEED fl
ANCHOR NOTES &TABLE _ v
A, SHEET 1' '2.693" MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
eP -HOOK FOR USE WITH BOX SILL RISERS
Kc PARTS #19:#21,#29.OR#25,
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FORWATER RATINGS) ONLY
ANCHORAGE DETAILS
SERIES 770AL-UM.,SGA-lM IMPACT
svn•no 1 0 NTS 1 14 -22 1 PGTO130
NOTES:
1. ALLDIMENSIONS
SHOWN ARE BASED
ON.MIN. ALLOWED.
2. FIGURES ONTHIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOS
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS 6.8 FOR
REQUIRED P -HOOK
AND P HOOK - -
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
PRODUCT REVISED
as comp)ying with the Florida
Building Code
.-Ho. 16-0629.06
Expiration Date 0211712020
By
Miami-OaB� duet Control
LYNN
.......... f '.
' ^ •• hlq.5s7G5
',��IC•LY/Jf1 �ljl{:tER; P.E.
CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'Aw' &'Ac'..
SHEETS 12 & 13
NOTES:
1.) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
-2) (1) LOCK.(ITEMS 75 _&107-110) AT
EACH LOCKSTILE, LOCKING INTO.
KEEPER (ITEM 103) AT FRAME JAMB
ORASTRAGAL..
3) PLEASE SEE APPLICABLE
ASTRAGAL'&INTERLOCK
COMBINATIONS PER DP/ANCHOR
TABLES. '
SILL DErAIL'D', SHEET 18;'l
INSTALLATION DETAILS
'Dw' &.'De, SHEETS 12 & 13
PANEL CORNER
DETAIL
#10 X 1-1/2°
PH SMS
MAX. UNIT
WIDTH
MAX.
PANEL
TYPE PANEL
AS' TYPE
b a
NOM. PANEL WIDTH
TYP. PER TABLES 1=3
I MAX. UNIT
MAX HEIGHT
DLO PER
IEIGHT- TABLES==-
...
• 80°
EXAMPLE: 90' INSIDE CORNER; 4 PANELS - XXIXX
SILICONE STRUCTURAL etS
'HERS. PCLYISUBUTYLEN
WITH DESICCANT
FRAME CORNER
DETAIL
Part#
Description
Material
PANEL
Kommeliing 4SG TPS Spacer System
PANEL
TYPE
See this
Sheet for
126
TYPE
QS.
127 Cardinal )L Edge Spacer
NOM.
MAX
PANEL
PANEL
W_ID_ TH TYI
-HEIGHT
SEE:
PER -
NOTE -2
TABLES 1.
X
#10 X 1-1/2°
PH SMS
MAX. UNIT
WIDTH
MAX.
PANEL
TYPE PANEL
AS' TYPE
b a
NOM. PANEL WIDTH
TYP. PER TABLES 1=3
I MAX. UNIT
MAX HEIGHT
DLO PER
IEIGHT- TABLES==-
...
• 80°
EXAMPLE: 90' INSIDE CORNER; 4 PANELS - XXIXX
SILICONE STRUCTURAL etS
'HERS. PCLYISUBUTYLEN
WITH DESICCANT
FRAME CORNER
DETAIL
Part#
Description
Material
124
Kommeliing 4SG TPS Spacer System
125
Quanex Super Spacer nXr with Hot Melt Butyl
See this
Sheet for
126
Quanex Duraseal Spacer
Materiels
127 Cardinal )L Edge Spacer
Rtl-t:KtNUL ICAI rctrvil O: �IL'O/�/, OY00400/V
#BX1
PH SMS
STRUCTURAL
SILICONE.
NOM. FOAM'
WITH
DESICCANT
EXT.
WIDTH
EXTERIOR
90°
CORNER DETAIL'N2',
SHEET 19 & CORNER.
ANCHORAGESHEET II
INTERLOCK DETAIL
'M', SHEET 19
- ..EXTERIOR: -INTERIOR
JAMB.DETAIL'G3'; SHEET
18; INSTALLATION DETAILS
'GLV &'Ge, SHEETS 12 & 13
DLO'WIDTH= NOM. PANEL WIDTH - r
DLO HEIGHT = DOOR UNIT HEIGHT -10.125`
PANEL HEIGHT = DOOR UNIT HEIGHT -1.866'
_� NOT -MEL -T BUM
—3116- NOM.
—INT. GLASS --INT. GLASS
+zA KODISPACE 4SG TPS' 1z5 SUPER SPACERONXT m
.ALUMINUM
REINFORCEMENT POLYISO- -DESICCANT FILL AREA
BUTYLENE - 6l16` NOM.
6116' NOM. SEAL
BUTYL&. / ^SILICONE SEAL
DESICCANT
ROLL -FORMED_
FOAM STAINLESS STEEL
EXT. GLASS -�
J EXT. GLASS /
"C7/ —INT. GLASS
qDURASEAL@ SPACER (qXL EDGE7°SPACER
0400 SERIES.770_ALUM. SGD - LM IMPACT'
LIFAM..13M SGo-rm 'IYiS 1 15 - 22 n� PQTO130
PRODUCT REVISED
as complyying with the Florida
Vullding Code
MOA -1o. 16-0629.06
Bxplratlon oato02/1712020
BY /ii
Miaml-0ady?i6dupfControl
A. LYNN MILLER PE
PE#50705,
CONFIG. EXAMPLES
VIXED JAMS DETAIL'G2';
SHEET 18; INSTALLATION
DETAILS"GW &'Gc',
SHEETS 12 &.13
INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
/-'M', SHEET 19 OPERABLE'JAMB DETAIL'G31, SHEET 18;
INSTALLATION DETAILS'Gw' &'Ge. SHEETS 12&13
ASTRAGAL HEADER DETAIL A', SHEET HEADER DETAIL A', SHEET 18;:
DETAILS'L1' & 181 INSTALLATION DETAILS - . INSTALLATION DETAILS &
'Aw 'Ac',
L2; SHEET'19 Aw' &'Ac',:SHEETS 12 & 1 SHEETS 12 & 13
90^
r
PANEL
PANEL
PANEL
PANEL
EXAMPLE: 0)=
TYPE
TYPE
TYPE
TYPE
!Ow' &'Dc', SHEETS 12 & 13;
'R
'L'
TYPEr
TYPE
JAMB'DETAIL'11', SHEETI8;
TYPE
NOM.
PANEL
INSTALLATION DETAILS'IV &
DETAIL'M', SHEET I9 'Ic', SHEETS 12.813
IT
,A,
'HEADER DETAIL
WIDTH TYP.
Q$;
UNIT
,MAX.-_
1 1
_ -
SEE-
EE_'DLO
- DL6
HEIGHT
_PER
TABLES 13
- NOTE.2,
HEIGHT
HEI
PER
SHEETI5'
i
WIDTH TYP.
a
�
a
TABLES -48
O
X
X
MAX UNIT WIDTH
X.
-
I
1�
r
F.-----�— MAX. UViI VVIU.I n
!
PANEL
PANEL CORNER
EXAMPLE: 0)=
DETAIL'D',
INSTALLATION DETAILS
PANEL
CONSTRUCTION
DETAILS SHEET 15
PANEL
!Ow' &'Dc', SHEETS 12 & 13;
EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2 -TRACK)
TYPE
TYPEr
TYPE
JAMB'DETAIL'11', SHEETI8;
TYPE
MAX.
INSTALLATION DETAILS'IV &
DETAIL'M', SHEET I9 'Ic', SHEETS 12.813
IT
,A,
'HEADER DETAIL
'I'
Q$;
UNIT
'B' SHEET 18'
1 1
NOM.
HEIGHT
.SILL DETAIL
NOM.
HEI
PER
'D',SHEET
i
WIDTH TYP.
PANL
PE
/
TABLES -48
/
f.MAX.
WIDTHTYP.
-
HEIGHT
1�
'INSTALL -
-`
DLO
PER
s�
3
$ I
:
DETAILS
HEIGHT
TABLESI-3
X
O
SHEETS 12
0
X
X
X.
&13i
X
014a
MAX
DLO
VIDTI
TYP.
PANEL
TYPE
'K'MAX.
'UNIT
HEIGHT
PER
SEE TABLES
NOTE2 _ -1=3-= -
ET 15
a
L SEE FRAME & A
F.-----�— MAX. UViI VVIU.I n
SILL SHEET 18;
MAX: UNIT WIDTH
PANEL CORNER
EXAMPLE: 0)=
DETAIL'D',
INSTALLATION DETAILS
PANEL
CONSTRUCTION
DETAILS SHEET 15
2 -TRACK
!Ow' &'Dc', SHEETS 12 & 13;
EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2 -TRACK)
TYPE
TYPE
TYPE
JAMB'DETAIL'11', SHEETI8;
ASTRAGAL DETAILS'L1' &
L2, SHEET 19]�,
INTERLOCK DETAIL V,.SHEET 10
'1 INTERLOCK
INSTALLATION DETAILS'IV &
DETAIL'M', SHEET I9 'Ic', SHEETS 12.813
IT
a
'HEADER DETAIL
'I'
r
u
'B' SHEET 18'
1 1
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'Gw' &'Gc'„SHEETS 12 & 13
INTERLOCK DETAIL
M', SHEET 19
90^ OUTSIDE CORNER
DETAIL T41', SHEET19 &
CORNERANCHORAGE
'SHEET 11
-INTERIOR
EXTERIOR
NOM: PANEL
WIDTH TYP.
PER TABLES
1-3.
MAX: UNIT WIDTH
JAMB DETAIL'H2', SHEET P -HOOK DETAIL V &'K', SHEET 8L'C'
INSTALLATION JAMB,DETAIL'IT,.$HEE ; INSTALLATION HEADER,DETAIL SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS°Jw', DETAILS'Bw' &'Bc',, DETAILS'Iw 8'Ic!, 3
'Hw' &'Hc', SHEETS 12 & 13 'Jc','KW &'Kc', SHEET 14 SHEETS 12 & 1I&AINSTALLATION.DETAILS
SHEETS 12&.13 Cw'
Cc',.SHEETS 12 & 13
MA)
HE
F
TA
EXAMPLE: OXXXp SILL DETAIL'S', SHEET 1S;-
(34RACK, RIGHT POCKET) INSTALLATION DETAILS
Ew&'Ed; SHEETS 12.&-13
31275
OFAUiN. 928
r MAX. UNIT WIDTH
F.-----�— MAX. UViI VVIU.I n
PANEL
PANEL
PANEL
PANEL
PANEL
PANEL
IT
TYPE'
TYPE
TYPE
TYPE
TYPE
TYPE
F
,F
,P,
IT
a
'M'
'I'
r
M
;ifElr ii r.
NOM.
UNIT
NOM.
HEI
i
WIDTH TYP.
PANEL
PE
a' L
ERT
/
/�
WIDTH TYP.
PER '
SH�EET 15
HEIGHT
3LES
-3
MAX
DLO
SEE
NOTE 'e,
TABLES 1-3
s�
3
$ I
:
HEIGHT
SHEET 15
X
O
0
X
X
X.
EXAMPLE: OXXXp SILL DETAIL'S', SHEET 1S;-
(34RACK, RIGHT POCKET) INSTALLATION DETAILS
Ew&'Ed; SHEETS 12.&-13
31275
OFAUiN. 928
r MAX. UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
IT
TYPE'
TYPE
TYPE'
'M;
R
F
,F
,P,
Mlami- a ro uct Cont 1
r
M
;ifElr ii r.
NOM.
UN
PANEL
HEI
i
WIDTH TYP.
/
PE
SEE
OTE 2,
MAX.
DLO
PER
TABLES 1-.31
TAB
SH�EET 15
HEIGHT
�
:
X
X
O
AX.
GHT
�
PRODUCT'PtEVISED
as c npbing vvith the Florida
Bullding Oode
IT
—HOA -No. 16.0629.06 -
UplmOonDate 02/17/2020
R
- -
LES
Mlami- a ro uct Cont 1
r
;ifElr ii r.
EXAMPLE: XXXO SILL DETAIL'F%SHEET 18; -
(4 -TRACK, BY PASS) INSTALLATION DETAILS • `(
'Fw' &'Fd, SHEETS 12 & 13 '1 •. 6 �% i
EXAMPLE ELEVATIONS
SERIES 770ALUM.ZGD -LM IMPACT '
r+..+arn —B A LYNN MILLER, P.E.w-.NTS 16 d'22' POTOM B REN58TOS
L L I_ IJ 1.58T I J _ 1U tu—i 1 U :U NSIJA
19' fLU USH 1E1R/2' O 21 'SILL 2-1t2"
ISER , 60XX 23 SILL MEDIUM,R SR, BOX 26 SILL RISER, BO
FX
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS;6-S
Nb.!,.705
OF
A. LYNN MILLER, P.E.
P.E.#$8705
PANEL'S RIGHT
'STILE TYPE
SINGLE
INTERLOC{
SINGLE
INTERLOCK
FIXED
LCCKSTILE
ASTRAGAL
ASTRAGAL
ASTRd,PANEL
BOX OUT
ASTRAGAL
LOCI(STILE
0LOCKSTILE
0REECCEFR
NER
90 RECEIVEREXT
CORNS
90. RECEIVER
36 RECEIVER CORNER
R
136 RECEIVER
TYPES
OUT
IN
STILE
W/ HANDLE
BOX OUT
BOX IN
Y!/.HANDLE
W/HANDLE
WI HANDLE
WIHWDLE
W/HANDLE
W/WND* 8
#11118
���#31
WI NAND#31
#61 #118
#81
#6Y
#61
981
910NLE
F
K
TR�
TQ
TG
TA
TV
TW
INTERLOCK
:PP
—WIGLE
N
INTERLOCK �5-"
B
E
P
A
C
C
IC
SQ'
SC..
SA
/
SV
SW
FIXEDRR
R
,S
S
FD
FC
FV
FW
STILE
/saxanJ
98f!%911
:LOCKSTILE
D-
A //
!N�
J_ J
W/HANDLE
AL
sox o IT
D
LRPANEL
}
W/HANLE
1.EE.DP. TABLES 13, SHEETS 6.8 FOR PANEL
& DESIGN PRESSURE.
{—
ASrRACALSIZES
SUX IN
N
/
LEFT' QINTERIOR: RIGHT 2.. PANEL TYPES-' NOT SHOWN OR CROSSED OFF
w
J
PANEL PANEL ARE NOT. REQUIRED FOR ANY CONFIGURATIONS
EXTER OR AND ARE NOT AVAILABLE.
ASTRACN
T
U
STILE STILE
3.9D°.ASTRAGAL6 TO USE HEAVY=DUTY STILES
F-
U
BOX OUT
BO1fom
(sOXOm
(#61), CORNER RECEIVER (#118) ANO EITHER
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR #1.19 OR INTERIOR (#120) CORNER
STILE/ASTRAGAL.REQUIREMENTS. ( )
ASTRAGAL
T
U
-
IN
Box IN
/
i
&OXIN1
r�dn
APPLICABLE ASTRAGALS.
,.l11
4.135° ASTRAGALSTO USE HEAVY-DUTY STILES
INTKSTILCORNER
90 LOORNER
RT
I.
CI
(#61) AND CORNER ADDON. (#31).
w
w
z
WI HANDLE #120
�-+—• .232'
SILL RISERS OPTIONS
_ •--11-x— a3x
EXT CORNER
90 LOCKSTILE
f`KI
f�.Kl
Q
IL
Wl HANDLE#110
.232° ExrERIOR
EXTERIOR. .06T
EXTERIOR I .�2' EXTERIOR .062" 4.055'
�j R107
EXT CORNER >+it1
/
9D RECENER
W/ HANDLE #118
CT
V
CS
Im. 3.365•
2b66°
' 56
INT CORNER 1
90 cANDLER
A T
DF
�2° !
W/t1ANOLE
!
.AS
A
_
- - . _ PRODUCT REVISED
:as wmphrmg with tho Florida
SILL RISER, FLAT
ff11B
ExT 6oRNER
9D RECEIVER
_
/+
CF
SILL WSER,�LAT" SILL RISER: FLAT SILL RISER, FLAT oodo
1e' FLUSH.~ t 12— Z�. LOW, 2-1/2" O.MEDIUM, 3-1/4' 24 HIGH; 4" NDA -N, 16-0629.06
�' (,'-'- •750' P.Icplrrtlon Date D2/77/202D
f"� :750 IOR -
EXTERBy
EXTERIOR EXTERIOR I 750'TERIOR _ I •08Y- Miam a rouc on
.Cfi2'
EXT CORNER
35RECEIVERVT
WlHANDLE fj6
VS
VF
INT CORNER #31
35 RECEIVER
W/:HANDLE
'WT
WS
WF
L L I_ IJ 1.58T I J _ 1U tu—i 1 U :U NSIJA
19' fLU USH 1E1R/2' O 21 'SILL 2-1t2"
ISER , 60XX 23 SILL MEDIUM,R SR, BOX 26 SILL RISER, BO
FX
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS;6-S
Nb.!,.705
OF
A. LYNN MILLER, P.E.
P.E.#$8705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
FULL 14 106 OFJGTH
600R61 -
JAMB
Gt:
2TRACKJAMS
6" LONG CUP #105
los W/RETAINER#106
11s J�11DP AN (SHOWN WITH,
FIXED PANEL TO
5' THE INTERIOR)
-I-1•EXTERIOR
14
NEXTERIOR
Vvafax��:TH
2 -TRACK JAMB
SMs, x 3CLIP #80 OR #105
6• LONGW1RETAINER#123
(SHOWN WITH
MIDSSPAN 80FIXED PANEL TO
THEEXfERIOR)
EXTERIOR av—
a
SHOWN WITH
OPT.SCREEN
TRACK
EXTERI
a
'LJ
2 -TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
15
1T
40
--
G4
2 -TRACK JAMB
51 52'
WISCREEN
53
.G ROR
2 -TRACK WISCREEN
D FRAME SILL
• ITEM 61 SHOWN, ITEM 60 ALSO,APPLICABLE, SEE -TABLES
1.3, SHEETS 6=8 FOR DP (PSF)ASSOCIATED WITH STILE.
FULL PANEL JAMB LENGTH
,.LOCK PA
1T
10 DR 61
16
5
5. SEE'DEfAJL G7
FOR FIXE
so PANEL CLIP
LIN1107.
107.
SEE'DETAIL G2
103
FOR FIXED
EO OR 61
PANEL CLIP
109
6
17
•TI,EXTERIOR •R EXTERIOR600R 61—g
vv
,fLE%TERIOR
3v-TTRACKJAMB '3-TRACKJAMB 4TRACKJAMB
4TRAACKJAMS
H1 (SHOWN WITH, ,� (SHOWN WITH 11 _.(SHOWN WITH
OPERABLE` PANEL) FIXED PANEL TO FIXED PANITTO
(SHOWN WITH
OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
EXTERIOR
a
3 -TRACK
FRAME HEAD
99 '
EXTERIOR, EXT
72 OR TJ
9
.11
113
5
3 TRACK
E FRAMESILL
1070 TEC fNOLOQPO_fLVE -
N VEAX)K F134Y75
(941)-080.1600
iD
CERT. OFAUTH.9QDY98
MAX. UNIT
HEIGHT FER
TABLES 1-3
r+cvm. ovu
KE7fRAME SILL
-"Y1 nvlr-^ +l
sat a.te..esw -
NTS 18 .' 2ZPGT0130
PRODUCT REVISED
as comp)XllmJwith the Fludda
Building Yod6
NOA-No:_ 16-0629.06
Expiration Date 02177/2020
MIam"a Wflroduet Centro
DSo. SiCa� '.
A. LYNN MILLER P.E.
P.E.9 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) /1 �INTERIOR 61 113118
a
OR
INTERLOCK
EXTERIOR
6T
L U
1 y EXTERIOR
v
68
113• 103_ 1i9 �IXTERIOR
7
STANDARD ASTRAGAL #67
L1- WITH STANDARD STILES #60
HEAVY-DUTYP
. WITH EAVY--DUTY STILES #61
90'OUTSIDE
. Nt �. 2 TRACK SHOWNNER:
- INSIDE
N2 J Z TRACK SHOWN ER "MIEN SH#61 (HEAVY-DUTY
STILE) SHOWN, ITEM #60
EXTERIOR BOX'ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(STANDARD STILE)ALSO
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -1N)
APPLICABLE, SEE TABLES
13, SHEETS 6-£3 FOR OP
(P,SF) ASSOCIATED W ITH
0ulidhg Cafe
HOA -Mo. 16.0629.06
STILES.
LOCKP
- 76 8 107-i
4INTERIOR
5
- _ -
41NTERIOR
PRODUCT REVISED
=
as complying with the Florida
0ulidhg Cafe
HOA -Mo. 16.0629.06
Expiration pate 02/1712020
11
7
135"
6 y
14 6 B1 32 103
MlaProduct Contra
all -7
61 -
32
�EXrERIOR
OCK PARTS 31 103'61 EJCfERIOR
75 s 107-110 " v 14
135° INSIDE CORNER
•,
•4'-.
02 -2•TRACKSHOWN-
135' OUTSIDE CORNER
="
01 2-TRACKSHOWN
ra7o7aaruaooroams
(9 Q4e0d600
CER7:OFAUIN. A18D8.
®
HORIZONTAL SECTION DETAILS, CORNERS.
A. LYNN MILLER, PE -
REAF50705
�,
SERIES 770 ALUM. SOD - LM IMPACT'
sever �'
SODT70 NTS 19 22 POT0j.�0 B
t mrs
JR 10/10/!4
Item
D 'PGT
PGT#
Description
t
17306
817306'
2 -TRACK HEAD
2
17303
617303
2 -TRACK WAD WITH SCREEN RAL
3
17309
617309
3 -TRACK HEAD
4
17312
017312
4 -TRACK HEAD
5'
17314
617314
FRAME SCREW COYER
6
17317'
017317
FRAME READ/JAMB ADD-ON
7
17304
017304
2 -TRACK SILL.
0
17301
017301
2-TRACJK SLL WITH SCREEN RAIL
9
17307
617307
3 -TRACK SILL
10
17310
- 617310
4 -TRACK SILL
11
17313
617313
FRAME SILLTRACK INSERT
12
17315
617315
(-BANE SILL SCREEN AOD-ON (SEE I10TE 3)
13
17316
617316
FRAME SILL SCREEN END ADT)-0NISEE NOTE 3)
14 _
_-17305
61730.5'
_- 2 -TRACK -"B - - -
45
-17302,
617302.
2-TRACKJAMB WUH SCREEN RAL
16
17308
617303
3 -TRACK JAMB
17
17311
617311.
4 -TRACK JAMB
18
17322
617322
SILL RISER -RAT, FLUSH, 1412'
19
17319
_617319
SILL RISER' -BOX FLUSH, 1.1/2'
20
17321
6IT321
SLL RISER -FLAT,LOW,24W
21
17318:
01T318
SILL RISER. -BOY, LOW, 2-112"
22
17355
617355
SLLL RISER - FLAT, MEDIUM, 3-114'
23
17354
617354
SRI RISER - BOY. MEDUM, 3.1/4'
72-4
17323
617323'
SILL RISER - RAT, HIGH; 4'
25
17320
817320
SILL RISER'. BOX HIGHL4'
26
'17333
617333
POC P41OCK
27
7070
87070
_ NEOPRENE. BULB WSTP FOR P410OK
28
17334
617334
POCKET P -HOOK MOUNT
29
_ 17335
61733?
P•HOOK COVER
' 30
17348
017348
POCKETP.HOOK FOR BOXRISER
31
1737(1
017378135
CORNER'
32
17376
017378
135 FDED 140U47
'70178
HANDLE KIT -RECESSED EMERIOA PULL
.MS 4053 ARE SCREEN. PARTS: _
40
4319
612258 '
SCREEN SIDE RAIL ,-LOCKSTILE _
41
113
7LOCKWGSK SCREEN LOCKSET
42
.187 X 230' FNSEAI:
41818
SCREEN KEEPER SPACER SET
A3
8'62
88152
SCREEN INTERLOCK ADAPTER
44
4429
64426
SCREEN DOUBLE NTERLOCK
45
4317 -
E12256
SCREEN TOP RAIL "
46
4319
612257
SCREEN BOTTOM RAL
4T
668
7SRAL
STANDARD ROLLER
40
668
TSRAX
STANDARD ROLLER - ST. STL
. 49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
OND SCREEN ASTRAGALAn4PTER
51
1692
01692
SCREEN SPLINE
52
.1094
81694
SCREEN SPLNE-,150"
53
61816020
SCREEN CLOTH,
54
1725
112" Xe X7/16' SET. BLACK, NEOPRENE 85 r/:8
55
172B
17X4"Xt/16'8-. BLOCK, NEOPRENE 65+/.5
Item. DwG 41
a.
PC
Description
80
17325
617325
PANEL STOP
61
17326
617326
PANEL GRLE(HEAVY WM
62
17327
817327
INTERLOCKADAPTOR
03
1225
OTP248
VINYL BULB WSTP: -THIN (INSIDE INTERLOCK)
64
. 7729 ,
71729
SILL END WEATHERSTRIP PAD_
65
17328
617328
INTERLOCK SCREW COVER
'67,.
- 17329
617329_
." ASTRAGAL. '
'68
17339
817339
HEAVYDUTY,ASTRAGAL
89
17324
817324
TOP & BOTTOM RAIL
7D
17350
417350
WEATHERSTRIP EXIEMION'(W.B=CCTiON MOLDED)
71
1895
71695
14/2'X 1•XXV HGH FIN SEAL DUST PLUGS.
72
8153
78153X
TANDEM ST. STL:ROLLERASSY. -
73
8153
78163N
: TANDEM NYLON.ROLLER AM.
79. _
_
–_ SLICONE_.
DOW_099, DOW -MS OR GE 7100
75
8185 "-
78185X
- GEMINI MORTICE 3-PLYDUAL LOCK WILONG TRIM PLATE-
_ 76
710=IFFFX-#1032X1'FL. -S$SCREWVVI TYPE'F'TIP -
77
7103239
1032 STEEL ZINC U -NUT
79:
17357
_ 617357
1413 BEAD
80
17359
817359
7/18" BEAD / FIXED PANEL CLP
81
17360
617360
9/18"BEAD!
82
1224
STP247K'
VNYL BULB WEATHERSTRIP.- --
:93'
61745
1745
LOWE NG:VTX111S' SGL SDEADH. TAPE, POLYETH.
100.
RD52
40052
ROLLER ADa HOLE PLUG'
1111"
72087
AMEI BUMPER
102
1698
71690
DUST PLUG
103
BIBB
18180X.
1'KEEPER
104
653
75DKEEP
SCREEN LOCK KEEPER
105
17344
817344
FNED PANEL CLIP-.6'LONG
108:
-17352:.
611352
FRED' PANEL IIETARIER-..91.10"
.107_
1739_,
71739 _
HANDLE KIT- NTERIORRAISED WTrHTHUMBTURN -
108
1740
71740
HANDLE KIT- RAISEDEJOERIOR HANDLE
IDS
1731;
78162SN
HANDLE .KIT- RECESSED NTERIOR WITH THUMB TURN
ti0
1732
'70178
HANDLE KIT -RECESSED EMERIOA PULL
111
71DX14PPSDAX 1110 X314' PH. PN. TEK- S.S.
112
1235
07516
WSTP,-270X.170-fN SEAL
113
1712
84046
.187 X 230' FNSEAI:
114
71OX115PPX 810 X 14 -'
115
_
71GWPT-
C10 X 1'
1t6-
-
_ 720XlX
e14;20Xl"S.S.
117
720XI12X
$14-20 X 144' S,S.
118
17336
017338
90 DEGREE CORNER RECEIVER
119
17337 1
811337
90 DEGREE OUTS DE CORN ER ASTRAGAL
120
17338
0117338
90 DEGREE INSIDE! CORNER ASTRACAL
123
i7352'
617352
FLED PANEL RETAINER, 71W
1WLOGYDRIVE - PARTS LIST
FL 91776 nt
v0SF_RIES 770 ALUM. SGt7 =" LM.IMPACT
AUM 029M � ° 6GD. NTS _ YO -,W _ a+.ro PGMISO
NOTES!
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39,,66-69, 66, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE.OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3116" MASONRY
ANCHORS @ P4''MAX O.C.
PRODUCT REVISED
as eomplying with lhe; Florida
Byllding Code
NOA-No. 16-0629.06
Expiration Date 02M 712020
By
Miam m act Canual
:A
6.069' -y 8.562° -_
.0.080'
1211• 1.505"
0:081" O2 TRACK HEAD 10 4 -TRACK SILL
(6053-T6 AL) (6063-T6 AL)
6.198"
1.211"
0.081" O2 -TRACK HEAD W1 SCREEN TRACK
(6063-T6 AL)
6.526"
0.080"
1.872"
.
-
0.062'
- •
1.019"
0.081"
1:505"
03 -TRACK -SILL
(60M. -MAL)
7.105" 0.221"
0.080"
1" 1.506"
0.081" O3 -TRACK HEAD O2 -TRACK: SILL Wl SCREEN TRACK
(6063-T6 AL) (6053 T6 AL)
8"
2 -TRACK JAMB NIP
15 ,90REENTRACK
(6063 -TEAL)
1.36"
9.142" 4.49" 0.081"
0.0.80
"" c
1, 1.605"
1.21
0.081" 4 -TRACK HEAD 02-TRACKSILL
(6063-T6 AL) (6063-T6 AL) c
-►1 1.514'
1.zso•
y. 0.050"
OFRAME HEAD/,IAMB SCREEN
ADD-ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
0.062"
0.532"
1.516"
FRAME SILL SCREEN
12 .ADD-ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3116" MASONRY
.ANCHORS @ 24' MAX. O.C.
0.060"
0.760"
�_ i=
1 990"
aFRAME SILL SCREEN
13 END ADD-ON.
(6063-T6 AL)
'REQUIRES MIN. #10 SMS
'OR 3116" MASONRY
ANCHORS @ 24- MAX O.C.
'1070TEaN0L0GY1
N VSYILE. R. 34275
CERT. OFAU7H iYM
7.105'
18. 3 -TRACK JAMB
(6063-.6 AL)
EXTRUSIONS
SERIES 770 ALUM. SGD. - LM IMPACT
S�co-i7o NTS 21 d 2Z PGT01J0
t7 4-TRACKJAMB
(606346 AL)
{ 0.876"
1.99W
L 0.062"
SCREEN
�'., BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
U5 comp)7lny with the Florida
8ullding Code
.OA -Na 16.0629.06
Expiration Date 02/1712020
Idy
Manti4lacIff9duct Control
A LYNN MI(LER,P.E.
Kk.# W05
1.872"
.
-
0.062'
- •
1.019"
0.081"
aSCREEN
40 STILE
(6063-T6 AL),
5.069"'
- ►{ 1.045"
1
1.9
0.062"
2TRACKJAMB
OSCREEN
TOP RAIL
,t4
(6063-T6 AL)
(6063 T6 FlL)
t7 4-TRACKJAMB
(606346 AL)
{ 0.876"
1.99W
L 0.062"
SCREEN
�'., BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
U5 comp)7lny with the Florida
8ullding Code
.OA -Na 16.0629.06
Expiration Date 02/1712020
Idy
Manti4lacIff9duct Control
A LYNN MI(LER,P.E.
Kk.# W05
0.718' *113*
2.304" j� - 3.802"
1j 3.802"
2"
0.574 0.796" 1.163,"� D.885'
0.062" 0.082 �[
4
0.264" 0.075" 0,233,' s0 P HOOK FOR BOX RISER
FRAME SILL \P -HOOK MOUNTING P -HOOK SCREW J
6 tt 26 P -HOOK 2s - - 28
COVER OTRACK O ADAPTOR. COVER 0.080"
(6063-T6 AL) (6063-T6 AL) (6083-T8 AL), (6063 -T6 -AL,)- (6063 -TB AL) (6063 T6 Al)
4".---,
55�
.1
T,870•. -- I4"
0" 1.488"
0.83
_1 . _I 1,739"
0.080" 0.082" 600 0.133" 1.00 0.062'
1:30-3 "
- - 32-
5'
016".974" 3.125" 3.125" 0.062"
.
44"INTERLOCK INTERLOCK
031 135" CORNER 32 135" FIXED MOUNT 60 STANDARD STILE 61' HEAVY 'DUTY STILE �62�--- ss
(6063-T6 AL) O (6063 TB.AL) O (6063-T6 AL) 0(8063 T6 AL) ADS APTER SCREW COVER
(60637T6 AL) (6063-T6 AL)
3.979"'
0.075"
1.645"
0.125'"
s7 STANDARD ASTRAGAL
(6063-1'6'AL)
1.003"
0.757'
0.050",
0.0801
105 FIXED 1
PANEL CLIP
1 11 110.709"
� U II
(B063=T6 AL),
{I II r
.650"
-�+ 0.803 F
D.709'
t23 FIXED PANEL
RETAINER 7/8"
0.080'
(6063-T6 AL)
F XEDPANEL
los RETAINER 9116"
(6063-T6 AL),
4.125"
1.646"' 0.062" 1.304
0.281". --4 1 -
HEAVY
HEAVY DUTY ASTRAGAL
(6063-T6 AL)
59 TOP/BOTTOM RAIL
(6063 -TO AL)
1.060" � --►j 1.050" (�--- � 1,050"
269"
045
79
BEAD
GLAZI
E Di (I G.) BEAD, FIXEDGNG 61 BEAD LAZING'
(6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL) .
1.03"
_. .47 ---_-_`•j 5.621" -
2893"I fl�
.193"' 0.133"
1.498" D 1.498"
0.080"
4.
- 5.621'
2.826'12090? INSIDE CORNER ASTRAGAL
't19 90".OUTSIDE.CORNER ASTRAGAL (6063-T6 AL)
tte 90" CORNER RECEIVER (6063-T6 AL)
(6063 T6 AL),
10707EOfNOLDOYDRNS EXTRUSIONS
N. YFR= R 8/275 mY
SERIES770 ALW SGD,- LM IMPACT
91Mdo1! "•nl�' 6M.e bwioW R
ccRr.. OFAUTH #X= ® scano NTS 22 a 22 PGT0130
PRODUCT REVISED
es cam 1 Ing with the Florida
BuildingCode
NOA-No. 16.0629.06
Expiration Date 02/17/2020
Miami-0ad:Traduct Contfol
A LYNN
MILLER P.E.
PF.# 587M