HomeMy WebLinkAboutProduct Approval RECEIVED
MIAMI-DADEJUN 0 9 2019 MMI-DADS COUNTY
® ST. Lucie Coun Permitt.... ODUCT CONTROL SECTION
DEPARTMENT Or,REGULATORY AND ECONOMIC 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE �9miamidade.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(AHD).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHf(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 acv/90°&135°corners—L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130,titled"Series 770 Ahem. 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 LynnMiller,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.
A11SSILE 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 munber 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 i-equest of the Building Official.
This NOA revises NOA#16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No. 17-0420.12
MIAMI DADE COUNTY Expiration Date: February 17,2020
lfr� Approval Date: September 28,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitter)under NOA No. 14-0X23.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed& sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 16-0629.06)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2:1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7554,
dated 11/01/13, signed and sealed by.Marlin D.Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on:l)Air Infiltration Test,per TAS 202-94
2)Uniform Static Air Pressure Test,Loading per TAS 202-94
3)Water Resistance Test,per TAS 202-94.
4)Forced Entry Test-per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test,per TAS 201-94
6) Cyclic Wind Pressure Loading,per TAS 203-94
along with marked-up drawings and installation,diagram of aluminum Sliding Glass
Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6023,
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033 and FTL-6036 dated
08/10/09,all signed and sealed by Julio Gonzales,P.E.
Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales
(Submitted under NOA No. 09-0826.10)
Jorge M.Plasencia,P.E.
P oduct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer),
per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory,Inc.
(Submitter)under NDA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5th
Edition (2014)and FBC-6th 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. QUAL ITY ASSURANCE
I. Miami-Dade'Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color P'VB Glass-Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6" Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Test proposal No. 16-4152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries,Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° &135° corners- L.M.T. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M.Plasencia,P.E.
Poduct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-2
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Anchor Frame Min.Edge MIn,D.C. Min.
Group Anchor Type Member Substrata Distance Distance Embedmenlor
INCLUDING POCKETS &900/1350
CORNERS Metal Tss
91218.8 SMS, Southam Pine(SG=0.55) 9118° 7!8' t-7'8•3f&*
GENERAL NOTES (Fy=80 ksl,Fu=95 ks) All 6083-TS Aluminum SIB" 9116' 0.090•
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 912410 SS SMS, A36 Steel 3/8" 9/16° 0.050"
2 DESIGN PRESSURES: A (Fy=90 ksl,F�=110 ksl) Gr.33 Steel Stud 318" 9116' 0.045"(18 Ge)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete min.2 22 ka) 1417' T. 1-3r6°
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 114°Elco Ag9re-Gator® Jamb i P-hook I Filled Block ASTM C90 2" 3" r
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=57 kal,Fu=96 ksl Jamb/P-hook I Hollow Block(ASTM COO) 2" 31 1.1/4"
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All 11 Southern Pine SG=o.65 1" 1' 1.3/tr
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 912 Steel SMS(Gr.6) Southern Pine(SG-0.55) 9116' 718° 8"
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 8 (min.of 3 threads beyond All 6083-T5 Aluminum 3/8" 9/16' 0.090"
CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) A3s steel 3/8" 9/16' 0.050^
Gr.33 Steel Stud 318" 9116' 0.045'18 Ga
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4°Eioo UllmconS All Concrete(mla.2.85 ksl) 1• 4' 1-318•
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 ksl,Fu=177 ksl Jambi P-hook Hollow Block(ASTM C90) 11 6" 1-1/4'
NARROW JOINT SEALANT. All Concrete(min.2.85 ksl) 2-12° 138"
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSI/AF&PA NDS FOR 1/4'Elco UltraCon®
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Fy=155 ksl,Fu'177 ksl Jamb!P-hook Filled Block ASTM C90 2-12° 4' 1.3/4"
Jamb/P-hook Hollow Block ASTM C90 2-112" 6" 1-114"
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head/Sill Concrete in,3.35 ks 1" 4' 1-3/4"
CURRENT FLORIDA BUILDING CODE,INCLUDING THE.HIGH VELOCITY HURRICANE ZONE(HVHZ). 1/4°410 ss Elco CmteMex® Jamb/P-hock concrete min.3.35 ksl) t° s" 1314•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 ksI,Fu=189.766 Jamb/P-hook Hollow Bieck ASTM C90 2-112 s° 1-1/4°
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Southem Pine SG-0.55 t° 1• 1318°
9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
FTL-6024,FTL-6025,FiL 6028,FTL 6031,FTL$033,FTL 6036 AND FTL-7554 CHOOSE THEANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY-33 KSI.
4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
TABLE B SEE DETAILS ON SHEETS 4&5 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
Glass Description(Listed from Exfr_-rior to Interior)
Type ANCHOR NOTES
G3 7/t6'Laminated:(2)Utes 113/16'HS Glass wIN.090'PVB intedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY
GSA 9116 Laminated:L Lttea 011/4 HS Glasse wlth.090 PVB Interlayer MIAMI
COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
134 ill16'La nneted:(2)Lilac of 3116'HS Glasswlm.o9T 80 Interlayer DISTANCE AND SUBSTRATE REQUIREMENTS.
04A 9116'Laminated:(2)Utes of 114•HS Glass w9h.090'SO Wedayer
G5 1•Laminated LG.:3116"T Exterior Cap+318'Airspace+7/15'Laminated;(2)Utes of3H6'HS Glass with.o90°PVB Interlayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
G5A 1'Lominated I.e.:1/4"TExtedorcep+6116'AlrSpace+7116°Leminated;(2)Liles of3/16'HS Glass wllh.090'PVB interlayer PRODUCT REVISED
G6 V Laminated 1.0.:3616•T ExlorlorLop+316'AlrSpace+7/16°Laminated;(2)Utes of 3116"HS Glass with.09T SG Interlayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 14/2'THICK. as complying with the Florida
G6A 1'Laminaled I.G.:114•T Extedorcop+5116°AlrSpaoo+7/160 Laminated;(2)Utes of 3f16'HS Glass wlm.09Ir SG lntedayer
PROPERLY STALLED DIRECSECUED,IX WO ID CONCRETE.
ARE OOD BOPTIONAL IF UNIT IS NOA-NBuildino.
17-0420.12
G7 7/16'Laminated:(2)to s of 3116'ANN Glass with.090'SG Intedayor INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS
G7A 9116"Larnlnated:(2)Liles of 1/4'ANN Glass with.090°SG Intedayer DEPICTED D 2X ARE E DE THICK OR GREATER.1X AND 2X BUCKS Expiration Data 02/1 7/2020
HEN USED SHALL BE DESIGNED TO PROPERLY TRANSFER B
GB 1'LaMnated LO.:3618°TExtedor Cap+318•Air Space+7/16'Laminated;(2)Utes of 3116"ANN Glass with.090'SG Interlayer � ) y
GBA 1•Laminated 1.6.:1/4^T ExtodorCap+5116'AtrSpaeo+7/16•Laminated;(2)Utes 113116'ANN Glass with.090'SG interlayer LOADS TO THE STRUCTURE,BUCK DESIGN AND INSTALLATION IS Miaml- a Product Control
°ANN"=ANNEALED THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
HS"-HEAT STRENGTHENED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
-T'=TEMPERED GENERAL NOTES.............1
"PV13-.090"TROSIFOL®PVB 13Y KURARAY AMERICA,INC, 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
^SG'=.090"SENTRYGSO BY KURARAY AMERICA.INC. EXAMPLE CONrIGS..........2-3
IAREQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
GLAZING DETAILS............4,5 _ BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ANCHORAGE.....................6-14
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS
SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12.14 11 l 1111!
NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
SHEETS 6.7&8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15,16
PANEL/SILL TYPES.........17
MAX 1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY ���`�pNY.LY/yyM/�,�
CROSS SECTIONS SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO �1�•' 1JCENyF'%
CODES lSTANDARDS USED:
•2017 FLORIDA BUILDING CODE(FED),67H EDITION PARTS LIST.......................20 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF �1
SUBSTRATE IS WOOD,Stip FELT PAPER OR MASTIC IS REQUIRED =*: No.58705
ASTM
FLORIDA BUILDING CODE(FED),STH EDITION EXTRUSIONS....................21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED
•ASTM F&PAE1300N9 _ •-
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION.
•ALUMINUM DESIGN MANUAL,ADM-2015 `� I��1 •((Q/�
•AISI S100.12 f0707ECHNOLOOYORIVE omt R F�.`
480-1600
•AISC 360.10 N.=1 ELIC 6 GENERAL NOTES AND MAP %,,�s•-•,�OAIDP,.•'•\��
ar um ae CERT.OFAUTH.d�2929e � SERIES 12 0 ALUM.SGD-LM IMPACT r�ONAL tENC?`.
JR 04A7&17 C UPDATED TD FBC 2017,REVISED TABLES 1,2,3&A ea° ro.fr ® rmc a"1mN° ser. A.LYNN MILLER,P.E.
ower oo+r a"m° ore: wrwowrwea a+c sGD-770 NTS 1 ✓22 POT0130 C REM 58705
JR f0/fON4 "�s' �0
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL'Jw',-Je,"Kw"OR-Kc!'INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH PXXXXP,pXXXX OR XXX>(p.OXXX IN POCKET CONFIGURATION
PER TABLES 1.3 w s PER TABLES 1-3 4 CAN BE OXXXp.
2)90'&135°CORNER CONFIGURATIONS CAN BEA COMBINATION
JCOF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT 13 MAX.UNIT 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT HEIGHT inffin
PER TABLES 1-3
PER TABLES 1-3 "X'=OPERABLE PANEL.
Q.
"O"=INOPERABLE PANEL,
12-K
POCKET POCKET 'P"=POCKET
DETAIL LETTER
egj�_w'-WOOD OR METAL INSTALLATION
T� 2-PANEL W *e=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS SHEET NUMBER
_MAX.UNIT WIDTH
MAX.UNIT WIDTH OLD,WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTHNOM.PANEL WIDTH qc DLO HEIGHT-DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 PER TABLES 1-3 1 1z 3 1 13 PANEL HEIGHT=DOOR UNIT HEIGHT 1.866"
1 19 1 1a 8,M' MAX.UNIT z 3t9 fs 1 Moe
MAX.UNIT
HEIGHT 1 ig tzU5 HEIGHT 3 g 1 1
P
PER TABLES 1-3 i 2 TABLES
1-3 fj0
POCKET i p0mcer
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS PRODUCT REVISED
as Building complGyin
with the Floridaode
NOA-N.. 17-0420.12
MAX.UNIT WIDTH MAX.UNIT WIDTH Fxpimtf..Data 02/1712020
NOM,PANEL WIDTH NO
PANEL WIDTH fA-.'V—A. By
PER TABLES 1-3 PER TABLES 1-3 Mlimi-Oa6ouct control
-.P\4----11 — 1 3 1
UNIT
MAX.UNIT MAX HEIGHT 0 NOTE
PER
HEIGHT ci"tj . 2,71i]S
PERTABLES'1_3
TABLES 1-3
POCKET
5-PANEL CONFIGURATIONS 8' 11, No.ss7a5
TYP.
(OUTSIDE CORNER SHOWN, )9L
INSIDE CORNER SIMILAR) Aj
1 IS F
IMF
N VEN1070 rEC ICF,FL 34276 "ZORIDPI
EXAMPLE CONFIGURATIOAfS
j�JRa`0'41)S117 1p"'C"' NO CHANCES THIS SHEET, GMT.OFAUM,#29298 �ERIES 770 ALUM.SGD-LM IMPACT- 1VAL
co.7 5�T
Form9mmIA— 0 �� 10� '22 '30 C A.LYNN MILLER.P.E.
_JR I0IIW14 soD-77o I NTS PGT01 P.E.0168705
EXAMPLE CONFIGURATIONS
MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES:
355-7/16"@ 96-HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
300-1/4-0120-HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
NOM.PANEL WIDTH LOCATIONS USING DETAIL'Jve,;k",'Kw'OR-Ke INSTALLATION.
I- EXAMPLE 4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3
pXXXXp.pX)OO(OR>O=p.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2)90-&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT o OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 1 9 19
96"OR 120" i 3)FOR NOM.PANEL WIDTH,SEE TABLES 13.
'�C=OPERABLE PANEL,
POCKET '0"=INOPERABLE PANEL,
11 "p*=POCKET
6-PANEL CONFIGURATIONS
f—DETAIL LETTER
MAX.UNIT WIDTH METAL INSTALLATION
0- NSTALLATION
NOM.PANEL WIDTH SHEETNUMBER
PERTABLESI-1
OLD WIDTH-NOM.PANEL WIDTH-7"
a is 1s 9 to 1
62� DLO,HEIGHT=DOOR UNIT HEIGHT-10,125"
MAX.UNIT t9 1s
19 PANEL HEIGHT DOOR UNIT HEIGHT-1.866"
HEIGHT
19 MR
%
(30
PER TABLES 1-3
i---j POCPOCKETIL 1IL—
7-PANEL CONFIGURATIONS I U PRODUCT REVISED
as complying with the Florida
Building
NOA-No. 17-0420.12
MAX.UNIT WIDTH Expiration Dato02117/2020
NOM.PANEL WIDTH
PER TABLES 1-3 ---tror"
Lih zs�. a
\IV Uw w 9 97
MAX. V1 to to is 1s t ioya
U IT 9
19
PER TABLES 1-3
POCKET
LI/
8-PANEL CONFIGURATIONS a r 13 3 =* No.667o5
I070 TECHNOLOGYDRVE P--fo-
TE
N.
34m D(AMPLE CONFIGURATIONS
44 00,
'JR10�Wf? c 140 CHANGES THIS SHEEFT. CERT.OFAUM09296 SERIES 770 ALUM.SG!?-LM IMPACT //IrONII fill
A.LYNN MILLFR.P.E.
0/1 PGT02L
—JR"'*I'll —S60-770 AITS IF 3 22 _LC REX$8705
GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A)
7116"NOM. 7/18"NOM. 1"NOM.
3/16"HS GLASS--\ 3116"HS GLASS--\ 3116"HS GLASS
.090"PVB
.090"PVB .090"SG 3/16"HS GLASS
3/16"HS GLASS 74 3118"HS GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS
82 52
• 83
EXTERIOR 3/4'NOM. EXTERIOR WNW.
GLASS GLASS 124.127. 314°NOM.
BITE BITE GLASS
SITE
EXTERIOR
80 80
79
54 54
55
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 9/16"NOM. 1'NOM.
1/4"HIS GLASS 114"HS GLASS 3/16° GLASS
_ .0099 0"PVB
.090"PVB .090"SG 3/16"HS GLASS
1/4"HS GLASS 74 114"HS GLASS 74 5/16"AIR SPACE 74
— 1f4°T GLASS
e2 e2 PRODUCT REVISED
83as complying with the Florida
Bullding Code
EXTERIOR
3/4"NOM. EXTERIOR 314"NOM. 3/4"NOM. NDA-No. 17-0420.12
GLASS GLASS 124'127 GLASS Expiration Date 02/17/2020
<11 BITE a BITE BITE By /
EXTERIOR Miam Da roduct Control
81 81
79
54 54 55
9/16"LAMINATED GLASS,TYPE 133A 9/16"LAMINATED GLASS,TYPE 134A 1"LAMINATED I.G.GLASS,TYPE G5A
•`\1"ONY•LYA.Iv
GLAZING NOTES: yy ;' No.58705
*AN
N°=ANNEALED = �*
'HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
"T"=TEMPERED s a
49 D1O�''
°PVB°=.080"TROSIFOL PVB l0707ECHNOLOGYDRNE BY KURARAYAMERICA,INC. AVENICE,FL 34276 GLAZING DETAILS :�t�` FCD
"SG"=.090"SENTRYGLAS'BYKURARAY AMERICA,INC. /B4t140.1600 S '"•••....•'' \
Ramer ow« CERT FAc0praUM.#9296 ® SERIES 770 ALUM.SGD-LM IMPACT n,• 'S��NAL ENG`\�
JR 04/05H7 C NO CHANGES THIS SHEET, amir V11
'10/1
oar RroHrsR6Eo A.LYI�I�IILLER P.E.
JR 10/10/14 800.770
NTS 4 ,22 PGTb130 C P.E.#56705
GLAZING DETAILS(G6,G6A, G7, G7A,G8&G8A)
3/16"HS GLASS- I`NOM. 7/16"NOM. i"NOM.
3/16-ANN GLASS 3/16"ANN LASS
09�
.090'SG — a SG
3116'HSGLASS- .090"SG 3/16-ANN GLASS
3/8"AIR SPACE 74 3116"ANN GLASS 74 3/8"AIR SPACE 74
3116'TGLASS 3/iO"TGLASS
83 83
3 T G
"09
HS GLASS
SPACE
LASS
124-127 3/4"NOM. EXTERIOR 3!4"NOM.
GLASS 124-127 3/4'NOM.
GLASS 1�3 BITE GLASS
BITE
rXTER*QR EXTERIOR BITE
79 80 79
55 54 55
1"LAMINATED I.G.GLASS,TYPE G6 7/16-LAMINATED GLASS,TYPE G7 V LAMINATED I.G.GLASS,TYPE G8
3116"HS GLASS-
1"NOM. 9/16"NOM. 1'NOM.
090"SG 1/4�'ANN GLASS 3/16"ANN GLASS
.09D'SG
3116"HS GLASS- .090"SG 3116"ANN GLASS
5/16'AIR SPACE- 74
1/4"TGLASS 74 1/4'ANN GLASS 5/16"AIR SPACE 4
82 1/4'T GLASS
0
83 PRODUCT REVISED
83 &O-10-ITTI.Y.1ns.-Ith the Florid.
124-127 314"NOM. EXTERIOR NOM.
OR NOA-No. 17-0420.12
GLASS GLASS 12442 SW NOM
Expiration Date 02/17/2
EXTERIOR BITE BITE GLASS 020
BITE By - i
EXTERIOR vmiamt-Da Pro uct control
79 � 79
65
V LAMINATED I.G.GLASS,TYPE G6A 9116-LAMINATED GLASS TYPE G7A V LAMINATED I.G.GLASS,TYPE G8A
GLAZING NOTES:
No.5870
"ANN'=ANNEALED
"HS'=HEAT STRENGTHENED
"T"=TEMPERED SEE SHEET 15 FOR SPACER DETAILS,
"PVB"=.090"TROSIFOI!PVB BY KURARAY AMERICA,INC. 10707ECHNMOOYDR"
"SG*=.090"SENTRYGLA'.OBYKURARAYAMERICA,INC. N,VEMCE Fl.U275
!941148011000GLAZING DETAILS
X'? 1'04,06117 I C NO CHANGES THIS SHEET; CERT OFAUM#Ms$ SERIES 770 ALUM.SGD-LM IMPACT //,o I fill 111
MI - A.LYNN MILLER,P.E.
At -;c;.770 22 0130�c PZX58M
,JR .1W10114
TABLE 1:
TABLE 1A;
Design Pressure(DP)and Anchor Quantities Required, Maxim urn DP for all sizes: Sill Height to Max.(+)DP
(for all approved configurations on Sheets 2&3) +60/-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 (+)Design
Door Unit Height (Flat or Box,see Pressure,Psf
Table applies to Glass Types 3, 80" 84" My. 9a" Sheet 17)
3A,5,5A,7,7A,8&8A andFlush-1-1/2" see note 3
the S1IIe/Astragal Types shown 69-7/8"DLO 73.718°DLO 79 7/8"DLO BS-7/8°DLO Low-2-1/2„ +46.67
below. Anchor Group Anchor Group Anchor Group Anchor Group Medium-3-1/4" +60.0
A B C p A B C D A B C D A 8 C D High-4" +813.0
Head/Sill I 4+1 C4+1 64+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1 C4+1 + 4+
C1 C4+1 +1 SEE NOTES 13
24' p� Jamb 8 8 8 8 8 8 B 1 8 B 8 1 8 B 8 8 1 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8, 7+8 7+8 7+a 1 7+8 7+8 7+8 7+8 1 7+8 7+8
23° HeadlSlll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1C4+1 C4+1 04+1
30" DLO Jamb 8 8. 8 8 8 8 B a - 8 8 B a a B 8 8
P-hook 6+7 8+7 6+7 6+7 1 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+6 7+8 7+8 7+8 7+8
29' Head/Sill C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1
36" DLO Jamb 8 8 B 8 8 a B 8 8 B 8 8 a 8 6 1 8 n
a P-hook 6+7 1 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 OH LENGTH
HeadlSili C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 G+1 04+1 C4+1 C4+1
E 42" 3Y Jamb 8 8 8 8 8 8 B 8 6 8 B B 8 8 8 8
z° DLO p.hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+6 7+8 7+8 7+8 7+8 7+8
Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 O1+2 04+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 = OH RATIO 2 1
48° �41. Jamb
8 8 B 8 8 8 8 • 8 8 8 8 8 10 B 8 8 0 o
P-hcok 6+7 8+7 6+7 8+7 7+8 7+6 7+a 7+8 7+9 7+0 7+8 7+8 7+8 T+a 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 8.
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7"
3)4',3-1/4-AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= PRODUCT REVISED
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ascomplyln with tho Florida
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Building Cod9e
NOA-No.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 17-0420.12
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Expiration Date 02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. ey
Miami-0a roduct control
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lorkstile @
Assembly Straight Astragal Assembly 90'Astragal, Assembly 135'Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stlle Heavy-duty Stile, Heavy-duty Stlle Heavy-duty Stile
Inside
Standard Astragal Outside Comer Outside Corner
Corner w�
u \\11111II jv/r7
Inside �\` •,.......
inside
Corn Corner Outside �` c1�,.••LICENs�• �((
corner F'
Part#60(Stile) Part#61(Stile)
Part#119(Out.) Part H61(Stile) t} No.58705
Part#60(x2) Part#60 Part#60 Part#60 Part 0118(Corner Parts#31  Part#61
Part 967(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount)
0%
1070 TECHNOLOGYDRn/E 01°I0°°s ••'•."LORIDP-.••'
A/W�& 75 DPANDANCHORAGE //SS.ONA�
o. ww6 c
CERT.DFA 0.1600 ce SERIES 770 ALUM.SGD-LM IMPACT I rr I I n u 11�%
JR 09/OYl7 C REVISED]ABLE 1, 9"ea 4— 9ahe an„v p.Mpra R... A.LYNN MILLM P.E
Tanney:mM cnadad mw rarx inr aMM ® d 22 PGT0130 C' REJ/58705
JR 10/10/14 ALLWG1e5ROERWV SG6770 IVIS 6
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601.60
For corner 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, BO" 89" g0' 96' 107' 108" 114" 120"
6,6A,7,7A,8&8A and the 69.718"DLO 7/8"DLO 79-718"DLO 85-7/8"DLO 91-1111"
DLO 97-718'DLO 103-718'DLO 109.718"DLO
StIle/Astmgal Types shown below. Anchor Group Group Anchor Group Anchor Group Anchor Group Anc or Group chor Group Anchor Group
A B C D A�Anonor
C D A B C I D A B C D A B I C I D A B C D A B C I D A I B C I D
Hced/Slll C4+1
]C4
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+ C4+1 C4+1 C4*1 C4+1 C4+1 CA+1 Gi+
24' DLO JambB 8 B 8 8 8 8 8 8 8 B 8 8 a B 10 10 10 16 10 10 10 f0 10 10 10 10 f0 10 10 10P-hook 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+B 7*8 7+8 7+8 7+8 8+B 8+B B+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 8+10 8+10 9+10 9+10HeadISIB C4+1 C4+1 C40 C4+1 CA*1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 CA+1 C4+1 C4+1 G1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 GS+1 Cd+1 C4+1 C4+1 C4+30" DLO Jamb 8 11 B B 8 B B 8 a 8 B B 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1D 10
P-hook 6+7 6+7 6+7 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+B 9+10 8+10 9+10 9+10 9+10 9+10 9+10 9+10
HeedlSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 01+1 C4+1 Gi+1 C4+1 C4+1 C4+1
36' DOJamb B 8 8 8 B '8 8 8 B 8 8 8 8 8 8 10 10 f0 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 8+7 7+8 7+0 7+B 7t8 7+8 7+8 7+8 7+8 7*8 7+8 7+8 7+8 8+9 8+9 B+g 8+8 8+B B+9 8+9 8+9 9+10 9+10 9*10 9+10 9+10 9+10.9+10 9*10
36' Head/5111 C4+1 +1 04+1 G4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 Gft1 C4+1 CA+i C4+1 C4+1 C4+1 C4+1 GS+1 C4+1 C4+i C4+1 C4+1 C4+1 01+1 C4+1 C5+1 C5+1'C4+1 C4*1
a 42' DLO Jemb B 8 B 8 B B 8 0 8 B 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10
P-hook 11+7 8+7 6+7 6+7 7+8 7+8 7+8 7+B 7+B 7+B 7+8 7*B 7+g 7+B 7t8 7+8 B+B 8+9 B+9 B+B B+B B+B B+B B+9 9+10 Nio
0 8+10 9+10 9+10 9+10 10 8+10
41" Head/Slll C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 G1+2 C4+2 C4+2 04+2 C4+2 G1+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 CS+2 C4+2 C4+2 CS+2 2 C5+2 Cyto C5+2 C6+1.19++2 C6+2
48" DLO Jamb 8 8 8 B 8 8 8 8 a 8 8 B 10 B B B 10 10 10 10 10 10 10 10 12 N. 10 12 10 10 10
P-hook 8+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+6 7+B 7+8 7+8 8+9 8+9 B+9 8+9 8+9 8+9 8+8 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Head1S01 JC4.2C4+2
CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2
54' !)L70 Jamb 8 8 8 8 - 8 8 10 B B 8 1D 8 8 8
P-hook 6+7 8+7 7+B 7+B 7+8 7+B 7+B 7+B 7+8 7+8 7+8 7+8 7+8 7*8
HeadIS01 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2C4+2 C4+2 C4+2 C4+2 Gi+2 C4+2 C4t2 Not available in these sizes
60" DLOJemb 8 B 8 B 8 8 10 8 8 8Patook 6+7 6+7 7+B 7+B 7+8 7+B 7+8 7+B 7+8 7+8 7+B 7+8 7+8 7+B
FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH=
NOTES: NOM.PANEL WIDTH-7"
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46,67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: DLO HEIGHT=
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Helght to Max.(+)DP DOOR UNIT HEIGHT-10.125"
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH
3)4-,3-114-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' Sill Riser Height PANEL HEIGHT=
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design O DOOR UNIT HEIGHT-1.866'
(Flat or Boz,see Cu- X
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psi = 0 OH RATIO 21
Sheet 17) 0 PRODUCT REVISED
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-112" see note 3 p01
as eomplyln with the Florida
NOT RATED FOR WATER INFILTRATION. Low-2-t/2 +g6.e7 ewrding C.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. NOA-No. 17.0420,12
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4' +60.0 Expiration Date 02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH
INSTALLED. SEE NOTES 1.3 OH RATIO=OH HEIGHT MBy
lannl: nProduct Control
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 218,22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook -Lockstile @ lamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Pstragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Corn , Inside
Outside Corner
Corner
1nnl
(� InsN
outside
ide �� �NY LYI� �i
L•o� Corner Oue
Corner
Inside Corner Q�,•• y10ENSF (�� T
Part#61(Stile) Part#61(Stile) _ No.58705/
Part#61(Stile) Part#119(Out.)
Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner part#120 In. Parts#31  Pan
Part#67(Astragal) ( ) _
Receiver) (Corn.&pxd Mount) —-D�,� •7�" _
talo TECHNOLOOYDRNE Y
SAE
N.VENICty FL 34276 DPANDANCHORAGE :",<ORIDP,.•'•
(wf)43are00 • s G • .
Re wu: CERT.OFAUN..W26V SERIES 770 ALUM.SGD-LM IMPACT �/'�S��NAL EC;1```
JR 04/06/17 C
oresJR, axrxw REVISED TABIE2,REMOVED EXAMPLE. cowucx"r�cAar
A.LYAI�ILWP.P.E.
sco-77o A.
1 722
PE.05870
5afM0110f4 ftw i
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantifies Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Slll Height to Max.(+)DP
For corner astragal anchorage on 90'or 135'comer units,see sheet 11 (May ba Ilmiled by Table 3A) (Water Infiltration Rating)
Door Unit Height SIII Riser Height
Table applies to Glass lypes 4,4A, 8o" 84" gn
(Flat or Box,see Pressure, s/
6,6A,7,7A, 8&BA and the 69.7!8"D 73.7/8'DLO 79.7/0"DLO BE7/8"DLO 91-7/8"DLO 97-7/8"DLO P
Stlle/Astragal t ea shown below. Anchor Grou Anchor Group AnchorGroup Anchor Group Anchor Group Anchor Group Sheet-11
yp Flush-1-1/2" see note 3
LA AlBC D A B C D A B C •D A B C D Low-2-0/2" +46.07
-- Desi n Pressure +/-90.0 I +l-82.6 psf +- ps
17" Heetl/518 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cs{+1 C4+1 CA+1 G+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 Medium-3-1/4' _+6
[24' DIA Jamb 8 B B fl 8 8 8 B B 8 8 8 B 8 B B 10 10 10 10 10 10 10 10 Hlgh-4"
P-hook 6+7 6+7 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+0 1 7+0 1 7+8 1 7+8 1 7+8 7+8 7+8 8+9 1 8+9 1 6+9 1 8+9 8+9 8+9 0+9 8+9 SEE NOTES 1-3 .
Daslgn Pressure +/-90.0 psi +/-02.6 psf +/-76.0 psf
�"
M. Head/S81 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 C4+1 C4+7 C4+1 C4+1 Z±1LA±1 C4+1 04+1 C4+1 C4+DLO Jamb 8 8 B 8 8 8 8 B 10 8 B8 10 8 ' 8 1010 10 10 1010P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+B 7+B 7+8 7+8 7+11 8+9 8+9 6+9 1 8+9 1 8+9 8+9
Design Pressure +/-9p,0 Psf +/-02.6 pat +/-76,0 psf
9t 29 HeadlSlll C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1104+1 05+1 C5+1 C4+1 C4+1
W. DLO Jamb 10 B B 8 10 8 B 8 10 B 8 8 12 10 8 8 12 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7+B 7+8 7+B 8+9 8+9 8+9 8+9. 8+9 0+9 8+9 8+9 8+9 8+9 8+9 B+9
E Design Pressure +1.90.0 psf +/-82.6 s/ +/-76.o psf rLENGTHZ 35' HeadisillC4+2 C4+2 C4+2 134+2 C4+2 04+2 C4+2 C4+2 C5+2 05+2 C5+2 C5+2 CS+2 C5+2 C5+2 05+2 CS+2 C6+2 C6+2 C5+2 C6+2 C5+2 C5+2 C5+2DLO Jamb 10 8 8 8 10 8 8 B 12 10 8 B 12 10 8 8 1210 10 10 12 10 10 10 P-hook 7+8 7+8 7+8 7+8. 7+8 7+f1 7+8 7+8 6+9 8+9 8+9 ft+9 B+9 u+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9Design Pressure +/-90.0psf See Note A ow. +/-82.6 t +/-75.0 psf Z 1Head/SI# C6+2 C5+2 C4+2 C4+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C6+2 C5+2 C6+2 C6+2 +2 05+2 06+2 C6+2 C6+2 C6+2 C6+2 Cfi+2 C5+2 C5+2 0 I
DLO 'Jamb 10 8 8 8 12 10 8 B 12 10 8 8 14 12 8 B 14 12 10 10 14 10 10 10
P-hook 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+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 I`
NOTE A:+/-90.0 PSF FOR GLASS TYPES 4, A,6,6A,7A, 8&BA; +/-67.1 FOR GLASS TYPE.7
NOTES; EXAMPLE ON SHEET 9 OH RATIO-OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4'SILL. DLO WIDTH= OH HEIGHT
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7'
OP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES.
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4',3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" PRODUCT REVISED
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as eomplytng with the Florida
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= NOA-No.
code
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" Noa-No, 17-0420.12
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Date 02/17/2020
6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. D
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Y
Mla I-Da roduot 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 LockstJle @Jamb Straight Astragal Lorkstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty5tile Heavy-duty5tile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal Outside Outside Inside
Corner
Corner
[Mao
Inside' `�JyO,......N/v�/�,i
Corner Outside LICENS'
InsldeCor ` '' F''•.y�� i
Corner
Part 061(Stile) Part1761(SUIe) Part 4119(Out) Part U61(Stile) 7f;• No.58705 '
Part#61(x2j Part 461 Part 461 part q60(Astragal) Part#61' Part 8118(Corner Parts#311  Part#61
Part#120(in.) _-� *-
Receiver) (Corn.&Fxd Mount) _
S�I�
1070 TECHNOLOOYORWIF .-
N.VENICE FL 34270 DPANDANCHORAGE S,s.;.. E o 0 .•\�����
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NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF:
SEE"CS"CLUSTER
SEE JAMB (9)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10
REQUIRED @ SEE°C5"CLUSTER SEE"C5'CLUSTER DETAILS,
SPLICE (PERPENDICULAR TO GLASS 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 NE NOM.
SHEET `;', SEE POCKET 10 P-HOOK PANEL WIDTH DETAILS,SHEET 11 x x
JAMB ( ) ----- - x x / x x x x x x 6'MAX .
MOUNTING z x x x / x x x x x x
,'•, INSTALLATION, ADAPTER I 6°MAX' (o x x x x x x x x x x x
THIS SHEET ANCHORS MIDWAY i Q. L T MAX, X.
8 SHEET 14 BETWEEN P•HOOK
I �01 4 PAIRS OF
ANCHORS&AT 3" I x=FRAME x ANCHORS
FROM TOP& 'or 14'MAX.O.C. .01 ANCHORS 96" x (TOTAL 8
BOTTOM i z I l0l o UNIT 21"MAX ANCHORS)
4.051" 8"MAX.TO OPENING �,00 I I®I n o=P-HOOK HEIGHT O.C. PER JAMB
EDGE OF POCKET SEE I g a I�—� W x (SEE JAMB
I a ® fa' O.C. ANCHORS x �f
INSTALLATION I o Q � I DETAIL
DETAILS'Jc'&'Kc', i®i m o=P-HOOK BELOW)
END PANEL SHEET 14&PART i o MOUNTING
ANCHORAGE DETAILS'J'&'K', mow, ! j®j x
24"MAX �i--1®1 I O I a•MAX, ADAPTER 'x
(2 ANCHORS) SHEET 19 FOR i$ la�L ANCHORS _
O.C. -HOOK"+2, ANCHORS L-----6°MAX. z x x x - x xx x
x x " x• �} END PANEL
ANCHORAGE END PANEL . x' x. x x x x x x x x x • x x 6"MAX. —,!`ANCHORAGE(SEE
ANCHORAGE x' x x x x x.
(SEE SKETCH BELOW) ° �, AN •+2" SKETCH BELOW)
'+T +2" '+2" ANCHORAGE
' CENTERLINE 6"MAX.,TYP• ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE:5-PANEL,2 TRACK,90'OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 148"X 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NOW STRUCTURAL
l 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANELANCHOR EXCEPTION,'+1'ANCHORAGEONLY: ANCHORS MAY BE ADDED
!—' I 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCETO NEXT EXTERIOR AS NEEDED TO ALIGN THE
t0 QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6 8: CLUSTER TO BE � HEAD OR SILL IFA SPLICE
48' CENTERLINE OF 24'O.CORLESS 21, `-✓ OCCURS AT THEP-HOOK.
NOM. •I INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. MAX
USE SPECIFIED CLUSTER FROM APPROPRIATERODUCT REVISED
PANEL SEE'C5"CLUSTER O.C.Cas complying with the Florida
WIDTH DETAILS,SHEET 10 TABLES,SHEETS 6-8 AT EACH INTERLOCK AND CPNTERLNEDFENOPANEL euliding Code
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, No No 17-0420.12
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THENEXTANCHOR 5'64 Expiration Date 2/17/2020
"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24',OTHERWISE ANCHORSARE NOT
77-4 y ADDITIONAL ANCHORS 24"D.C.MAXIMUM. I REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: By
6"MAX. Miami-Da 7oduct Contra
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$. SEE 12 TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2"ANCHORAGEANCHOR PAIR
C
REQUIRES SEE"C5" CENTERLINE
CLUSTER END PANEL
ENTERLINE
(• 'C6"CLUSTER,SEE �— DETAILS,SHEET 10 ANCHORAGE
DETAILS,SHEET 11 I INTERLOCK FOR ASTRAGALASTRAGAL (2 ANCHORS) 8"
4.051" 3.5" MAX.
• '
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, � . ...... �!
EXTERIOR cEN-rERLINI OFPANEL3E '+2"ANCHORAGE- I OFPANEL4E "+2"ANCHORAGE CENTERLINE _*; No.58705
OF PANEL 5 -
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS C
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ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6-DIAG.
INTERLOCK-f-!F NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED 2.04' 2,04',7
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I
— 3.6" 17 6"DIAG.
115' 3.5-r-j� 21"
"Of G MAX
2 2.04" O.C. EXTERIOR
2.04" 2.0
RW4' — -` 21'
I f - WX
3.5" 7- EXTERIOR I'DIAG. if- 7" J 7' 7-3.5- 5.64 O.C. L fill
EXTERIOR EXTERIOR I
2-TRACK FRAME HEAD/SILL 2-TRACK.FRAME HEAD/SIU. 15 2-TRACK FRAME HEADJSILL 6*MAX.
ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK L .64"
A
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER f—.'2'-T:iACK "a
ANCHORS ARE REQUIRED,"04') ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,-CO-) FRAME JAMB WMAX
ANCHOR PAIR
. r I t 4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORL SPLICE LOCATION "DIAG. FRAME JAMB
INTERLOCK41 NEEDED INTERLOCK-� CONDITION,USE- INTERLOCK-1-IF NEEDEDEXTERIOR ANCHOR PAIR
CENTERLINE I
r— CENTERLINE I 'C6'CLUSTER DETAIL) CENTERLINE NE 3.5u 244"
3.5" ,— - -----
ANCHORS MAY BE INSTALLED
o H2 O � 21" EITHER IN THE EXT.OR INT.
2.04" 4*DIAG. MAX. TRACK(INT.SHOWN)
4.08 A nA.'
P1 1 1 -1 , D.C. i
2.04' NOTES:
1.ALL DIMENSIONS SHOWN
3.5. ffV64"
4'DIAG ARE BASED ON MIN.
EXTERIOR - EXTERIOR 3.5" ALLOWED.
7 7- 35" 6.MAX.
3-TRACK FRAME HEADISILL10, 3-TRACK FRAME HEAD/SILL lu FRA 2.FOR HEAD OR SILL SPLICE
64 ASTRAGAL OR INTERLOCK (cD ASTRAGAL OR INTERLOCK Of ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT
(USE WHERE 5 CLUSTER P-HOOK SEE SHEET 9.
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER TRACK FRAME JAMB
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,-05-) ANCHORS ARE REQUIRED,'06-) ANCHOR PAIR PRODUCT REVISED
ASTRAGAL OR SPLICE LOCATION ASTRAGALOR (FOR FOR SPLICED as ompll Ing with the Florida
OR ASTRAGAL �SPLICE Building odo
INTERLOCK-4-:11'NEEDEDINTERLOCK (FOR SPLICE CONDITION,DO NOT CONDITIONS ONLY: NOA-No. 17-0420.12
CENTERLINE CENTERLINE CONDITION,USE INTERLOCK
C6'CLUSTER DETAIL) CENTERLINE USE THIS DETAIL) SPLICE LOCATION Expiration Oat 02117/2020
1.75' IF NEEDED
3.6" 3.5' 3.5* BY
7 ulluml-D506 Product control
4"DIAG. 2.04" 4"DIAG. 2.014'
4.08" 0 0
4"DIAG'. 11I 2.04-
`11111 uIIUr
EXTERIOR
EXTERIOR EXTERIOR 7" 7" 3.5' '5'
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ID 4-TRACK FRAME HEAD/SILL
(o)-ASTRAGAL OR INTERLOCK (D ASTRAGAL OR INTERLOCK Col OR INTERLOCK No.68705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,-C6')
ANCHORS ARE REQUIRED,-CP) ANCHORS ARE REQUIRED,'C5') WITH&WITHOUT SPLICE CONDITION
0
1070 TECHNOICOYDIME STATE 0
0'
GE,EXAMPLE CLUSTERS
N.VMWCE;a 34275 ANCHOR4
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CERT.OFAUTH.#29296 "',",�OIVAL
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JR 10/1 PGTO130 c PIE1 59705
2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" "+1"ANCHOR
INTERIOR INTERIOR 7n
?4'DIAG. 4"DIAG. 8.94"
6.12" 6.12" 3.5" 3.5"
INTERIOR INTERIOR 7" INT RIO INTERIOR
90 3, " 90° 3. " 1 1 ° CENTERLINE
EXTERIOR EXTERIOR 4"DIAL. 4"DIAG. OFPANEL
4'- 3.5" 4° 3.5" 3 5" 4" "+2"ANCHOR
2.04° EXTERIOR 2.04" 7" 2.04 EXTER OR }" 2.04" EXTERIOR 8.94"
EXTERIOR
2.04°
90°CORNER 90°CORNER 135°CORNER 135°CORNER 4"DIAG.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 13.5- I
(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,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"�L4) ANCHORS ARE REQUIRED,"C6°) OFPANEL
4.08"
INTERIOR INTERIOR
EXTERIOR 4.08" -
"+1°ANCHOR "+3"ANCHOR
4" 7.41"
INTERIOR 3.5" INTERIOR
90° 7° 135° 2.04" 4"DIAG.
EXTERIOR
3 I 3.5"
A Ll3.5"
4.08" 4.08" 7" 7"
5.37'D G. 5.37"D G. 1_CENTERLINE
CENTERLINE I OFPANEL
4" 3 5" OF PANEL 2-TRACK FRAME HEAD/SILL
3.5" ON INTERMEDIATE ANCHOR LAYOUT
EXTERIOR 7�i EXTERIOR 7" 4° INTERIOR ALL "+2"ANCHOR
EXTERIOR
90°CORNER 136'CORNER 15VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED
as complying with the Florida
INTERIOR -6.12 INTERIOR 2.04" Duilding Code
NOA-No. 17.0420.12
2'�" 6.12" 3.5" Expiration Date 02/17/2020
4" EXTERIOR 5 88" CENTERLINE
INTERIOR OF PANEL By
INTERIOR 90° 135° Miami-Dad roduct Control
3.5" "+3`ANCHOR
4` 7„ .D4„
DA
6.12' DIAG. 6.12" G 3.5" 4.08° 4"DIAG
7" EXTERIOR
4" lllllllr
2.04° 4"DIAG. 3.5" 3.5"
7" EXTERIOR 4„ CENTERLINE
EXTERIOR I� ...........
90°CORNER 135°CORNER 2.04 I OF PANEL `���,.' �10ENSF•,((�
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEADISILL
C8 ANCHOR CLUSTER REQUIRED CS ANCHOR CLUSTER REQUIRED No.56705
("—��ANC �—" INTERMEDIATE ANCHOR LAYOUT = •; �q•-_
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) — O
NOTES: 70 4
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, to7aTECHNo[GGrowvE ry��
2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.vrN10E,FE 3427s ANCHORAGE EXAMPLE CLUSTERS OAF <0RIDP.•' R,.
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. fir/°e°'feoo �iSS �j\`��
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INSTALLATION DETAILS EMBEDMENT.SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1116"' 2-1/16"` 2-1/16"` NOTES:
EXTERIOR 1/¢• 1/4• 1/4" 1.ALL DIMENSIONS
a MAX. SHOWN ARE BASED
o
SHIM ExrERIOR f SHIM EXTERIOR SHIM ON MIN.ALLOWED.
r 2.METAL OR WOOD
EMBEDMENT:- I SUBSTRATES MAY BE
SEE TABLE A, - USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD NCHOR TYR, METAL TYP., SMS ANCHOR TYP., SHEET 1.
Z;
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE NCHOR 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 DIAGONAL O.C.IS
da 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD ga 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL)
WOOD INSTALLATION WOOD INSTALLATIONCw METAL INSTALLATION OR 6°(JAMB)SEE
WOOD ANCHOR TYP., •2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1. NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(114"MAX.) SHEET 1�
T} �'�• ( SHEET 1
14MX.) ....1 .
-
EXTERIOR I - EXTERIOR EXTERIOR I - EMBEDMENT:SEE
TABLE A,SHEET 1
2-1/18°' 2-1/16"• �2-1/16"' 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
CK
WOOD INSTALLATION Ew WOOD INSTAE SILL &R�3-TRACK LLATION MEE SILL T L INSFRAME
T LLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 as complying with the Florida
Building Code
EMBEDMENT:SEE NOA-No. 17-0420.12
TABLE A,SHEET 1 �I EDGE DISTANCE: Expiration Date 0211712020
SEE TABLE A,
EMBEDMENT:SEE
METAL TYP., SHEETI By
TABLE A,SHEET 1 --1 [26
DISTANCE: SEE ANCHOR N11 -Da roduct Control
EDGE DISTANCE: BLE A, NOTE 4,SHEET 1
2X WOOD TYP.,SEE ANCHOR SEE TABLE A, TYP SEE ANCHOR 2X WOOD ET1
NOTE 3,SHEET 1 SHEET1 NOTE3,SHEET1 2-1/16SMS ANCHORNP.,
2-1/16°' SEE ANCHOR NOTES
WOOD ANCHOR TYP., &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 I 1 I I I
&TABLE A,SHEET 1
SEE ANCHOR NOTES THREADS
LYN&TABLE A,SHEET 1 EXTERIOR BEYOND THE \�� pNY.....
METAL
EXTERIOR
EXTERIOR O ��.••••
I � a.••• LIGENSF•.,(�
114"MAX.SHIM 1 1-•-- rL SUBSTRATE
v 1/4"MAX.SHIM I I� 114"MAX.SHIM I-�- _` NO.58705Ka '
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4- FRAME JAMB D
Gw WOOD INSTALLATION \J�[,V WOOD INSTALLATION Iw METAL INSTALLATION =7J Sr J
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET, EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PERTABLE*iXCONCRETE
SHEET 1 PER TABLE PER TABLE ON MIN.ALLOWED.
A,SHEET 12-1/16"' 2-1/16"' 2-1/16"'
A,SHEET 1 HEFT •DIAGONAL O.C.IS
EXTERIOR' :_siI OR6"(JAMBEETSLL)4 A S MAX• MIN SISOR EE
EMBEDMENT: 1!4° EXTERIOR 1/4" EMERIOR 1 1. SSEE TABLE A, MAX. (� MAX. 10&11.SHEETISHIM r SHIM �'
PROPERLYCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCP., ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES'& WOOD BUCK TYP.,SEE SEE ANCHOR 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
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD a 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Ec CONCRETE INSTALLATION k.E.j CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYR,SEE SEE ANCHOR NOTES& WOOD BUCK TYR,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5,SHEET NOTE 5, NOTE 5,
11/4MAX)]— SHEET 1 SHEET 1�
( ) T ,a•. 1 (1/4"MAX.) -- � (1/4°MAX.) v" - - _•a.�.•". ",a. �.
EXTERIOR I - J- EXTERIOR •s• EXTERIOR i t'
�j CONCRETE
2-1/16"' 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
jfa 2-TRACK FRAME SILL ®3-TRACK FRAME SILL ja 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Eo CONCRETE INSTALLATION W CONCRETE INSTALLATION
EMBEDMENT:SEE �1 PRODUCT REVISED
TABLE A,SHEET 1 as complying with the Florida
Building Coda
EMBEDMENT:SEE NOA-No. 17-0420.12
TABLE A.SHEET 1 ~i EDGE DISTANCE: Expiratfon Data 02/17/2020
A EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT:SEE ^�I CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 By
TABLE A,SHEET TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Miami-Da oduct Convoi
EDGE DISTANCE: NOTES&TABLE A, SHEET 1
PROPERLY SECURED SEE TABLE A, SHEET 1
1X WOOD BUCK TYP., SHEETI 2-1/16"
< 2-1116"'
SEE ANCHOR NOTE 3, CONCJCMU ANCHOR
SHEET 1 TYP.,SEE ANCHOR
CONCJCMU ANCHOR ' 2-1/16" PROPERLY SECURED NOTES&TABLE A,
1X WOOD BUCK TYP., SHEET 1 CONCRETE
TYP.,SEE ANCHOR
NOTES&TABLE SEE ANCHOR NOTE 3; CONCRETE OR CMU ��tl I I I I I11j1
CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE ��`�O
EXTERIOR SHEET 1 '- OR CMU EXTERIOR PER TABLE n A,SHEET 1 `����,.•' LICENSE �(��
nn I PER TABLE — A,SHEET 1 V
V 1/4"MAX.SHIM I I+ A,SHEET 1 1/4"MAX.SHIM �4I. No.58705
1/4"MAX.SHIM - h
®2-TRACK FRAME JAMB ®3-TRACK FRAME JAMB - 4-TRACK FRAME JAMB =-0
Gc CONCRETE/CMU INSTALLATION He CONCRETEICMU INSTALLATION Ic CONCRETE/CMU INSTALLATION
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INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAMEJAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE
0 SEE ANCHOR NOTESANCHOR TYR,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 ze ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYP. . r TABLE A,SHEET 1 ALL APPROVED
29 t..r}:.. :.;:. SUBSTRATES.
SHEET 1 ILLUSTRATION,SHEET 9) 1-114"MIN.EDGE DISTANCE
DISTANCE:SEE i'•
EXTERIOR
3.SEE TABES 1-3,
EDGE •`'' V SHEETS 6-8 FOR i
ABLE A,SHEET 1 EMBEDMENT: r'r' °1`:; .; `?:•:.T I ,: v REQUIRED P-HOOK
SEE TABLE A, ? „• P-HOOK MOUNTING AND P-HOOK I
28 EXTERIOR SHEET 1 ;�, ;i ,''v j ADAPTER CONC./CMU
M : •;°> +'::. . '.,'.': ANCHORTYP.,SEE MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., ',:'.: .: ..
SEE ANCHOR NOTES P-HOOK ,-.• ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE. TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9,
ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9)
WP-HOOK FOR USE WITH FLAT SILL RISERS da P-HOOK FOR USE WITH ANY SILL RISER
PARTS#18,#20,#22 OR#24, - Jc 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 MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) ' EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
EMBEDMENT:SEE
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
TABLE A,SHEET 1 A,SHEET 1 ANCHOR NOTES&TABLE
MIN.OF 3 THREADS � ANCHOR TYP.,SEE ,,,,,,, , ,, ,,,; ,,,;;,
BEYOND THE METAL ANCHOR NOTES '.• :`.;;..:. ;r: .,; A,SHEET 1 i
SUBSTRATE 28 &TABLE A,SHEET 1 i..:.• •:•:•.;•_ :..; .,,;_, (ALSO SEE TYP.
EMBEDMENT: f;::.,:;• PRODUCT REVISED i
(ALSO SEE TYP. :•.•'+:,.�. ILLUSTRATION,SHEET 9) as comp)ying with the Florida
ILLUSTRATION, SEE TABLE A, :.:. 1. Building Code
EMBEDMENT: ) SHEET 1 j. 28 ' ntCA-No. 17-0420.12
SEE TABLE A, EDGE DISTANCE:SEEExpiration Dat 02117/2020
SHEET 1 TABLE A,SHEET 1 1.114"MIN.EDGE DISTANCE
30 30 Mlaml-D o Produet Control i
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMUEXTERIOR
SEE ANCHOR NOTES R ANCHOR TYP.,SEE fl
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE V f
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. I
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9)
�1i111111/7j/
P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS
w PARTS#19,#21,#23 OR#25, Kc PARTS 919,#21,#23 OR#25, `` ��"• �/ i��i
EXTERIOR
EXTERIOR CONCRETE INSTALLATION Pte; �iGENSF.,(�
METAL INSTALLATION •(n - I
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT zy No.58705
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY
• 1070 TECHNOLOGYDRIVE o�oe"r �O71N P ATE OF (`\
N.VENICE FL 34075 ANCHORAGE DETAILS ' �5 .<.oRIDP,••'
(041)480.1500 .ax is' 1�ONAL ENc"
r o.� amwau: - CERT.OFAUTH.880208
SERIES 770 AL UM.SGD-LM IMPACT i 1 I I I n l
JR 04/05/17 C NO CHANGES THIS SHEET. carrxroxroa4n ® sdeueoeesti ero,e a>ow,4N". ae.: A.LYNN MILLER,P.E.
onm o.m mwm rorc mrawam¢s.u�e SOD-770 NTS 14 w 22 POT0130 C P.E.N 66705 I
JR 10/10/14 suwcxrs"csmvm
I
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
HEADER DETAIL'A', MAX. NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS'Aw'&'Ac', WIDTH INTERIOR
SHEETS 12&13 ^l
NOTES: EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS 90"
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
TABLES,SHEETS 6.8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
PANEL HEIGHT AND WIDTH.SEE TYPE QS' 'AS' TYPE SHEET 19&CORNER
SHEETS 18&19 FOR SECTION A ANCHORAGE SHEET 17
NOM. �17MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX. PANEL h / MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL / DLO PER 'M',SHEET 19
WIDTH TYP. HEIGHT
2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER / TABLES
EACH LOCKSTILE,LOCKING INTO EXTERIOR INTERIOR
KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 1� 1-3
JAMB DETAIL'G3',SHEET
3) ASTRAGAL. ter' a 18;INSTALLATION DETAILS
3)PLEASE SEE APPLICABLE � X
ASTRAGAL&INTERLOCK X x GW&'Gd,SHEETS 12&13
COMBINATIONS PER DP/ANCHOR
TABLES. DLO WIDTH=NOM.PANEL WIDTH-7"
90" DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
SILL DETAIL'D',SHEET 18;
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
'DW&'De,SHEETS 12&13 SILICONE HOT-MELT BUM
STRUCTURAL '
SILICONE STRUCTURAL SILICONE 3/16'NOM.
BY OTHERS POLYISOBUTYLENE 1/4"NOM. FOAM
WITH
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS
• #8 X 1"
410 X 1-1/2" PH SMS PRODUCT REVISED
PH SMS as complying with the Florida
INT.GLASS INT.GLASS Building Coda
NOA-No. 17-0420.12
t24 KODISPACE 4SG TPS +25 SUPER SPACERONXT7 Expiration Da 2/1712020
• Dr
ALUMINUM Miaml-D Product Control
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
BUTYLENE 5/le'NOM.
PANEL CORNER FRAME CORNER sns'NOM. SEAL
DETAIL DETAIL BU
C NT ROLL-FORMED SILICONE SEAL
DESICCANT
FOAM STAINLESS STEEL
EXT.GLASS
Part# Description Material EXT.GLASS �AN
124 Kommerling 49G TPS Spacer System LYIVN
125 Quanex Super Spacer nXT with Hot Mel t Butyl See this ;�\ ��tcENSF �!l,�;
Sheet for INT.GLASS INT.GLASS
128 IQuanex Dureseal Spacer Materials _* No.58705
127 1 Cardinal X +ss 127 L Edge spacer DURASEAL@ SPACER XL EDGETmSPACER *_
REFERENCE TEST REPORTS;FTL-8717,8968&8970
1070 TECHNOLOGY u®Wc• i�%\ STA O g �
N.VENICE,F134275 ANCHORAGE DETAILS/EXAMPLE ELEVA710N % AS+ -•:°<�RIDP_.••'��'��
„x ora ftewwu: CERT.OFAUTII.N20200DUT_
SERIES 770 ALUM.SGD-LM IMPACT '/7jONAL IE t\\
JR 0 05117 C NO CHANGES THIS SHEET. corlaroRrozf? sine &,.e we A.LYNN MILLER,P.E.
P Jp00d ^� SOD-770 NTS 15 a 22 POTof30 C P•E958705
JR 10/10/14 .w.wsxrsnesrnveo
CONFIC7. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
i �—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
IXED JAMD DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL W,SHEET 18; MAX.
SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', DLO
DETAILS'Gw'&'Ge, L2,SHEET 19 'AW&'Ac',SHEETS 12&13 7 SHEETS 12&13 WIDTH JAMB DETAIL'G3',SHEET
TAILS
SHEETS 12&13 \/ 90° TMP ^�'Gw'&SGc',SHEETSLATION 12&13
PANEL PANEL PANEL PANEL ( In
x
TYPE TYPE TYPE TYPE �E PANEL PANEL TYPE o
R' 'L' D' A' A, TYPE TYPE K, IA In INTERLOCK DETAIL
MAX. CS' 'QS' MAX 'M',SHEET 19
PANEL
HEIGHT SILL DETAIL HEIGHT 90°OUTSIDE CORNER
/ / DETAIL'1\11%SHEET 19&
WIDTH TYP. PER 'D',SHEET PER
MAX. PER SEE TABLES 18; jtu_
SEE CORNERANCHORAGE
TABLESDLO TABLES 1� NOTE 2, 1-3 INSTALL NOTE 2, 1-3 SHEET11
HEIGHT SHEET 15 DETAILSSHEET 15 INTERIOR
a 'Dw'&'Dc', EMERIOR
O X X X SHEETS 12 NOM.PANEL
&13�' X WIDTH TYP.
MAX.UNIT WIDTH � J PER TABLES
SEE FRAME& SILL DETAIL'D',SHEET 18; —"' MAX.UNIT WIDTH 1-3
PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS MAX.UNIT WIDTH
CONSTRUCTION
DETAILS SHEET 15 2-TRACK 'Dv'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'Ll'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IvV&
1 L2,SHEET 19� . 1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&� 13�
HEADER DETAIL'C',SHEET
HEADER DETAIL 1 1 18;INSTALLATION DETAILS
'--JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J&'K',SHEET 'B',SHEET 18; 'CW&'Cc',SHEETS 12&13
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION
HW'&'He,SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAILS'BW&'Bc', DETAILS'IW WId,SHEETS 12&13 PRODUCT REVISED
SHEETS 12&13 3
5 Complying with the Florida
MAX.UNIT WIDTH MAX.UNIT WIDTH ►1 NOA-No code 17-0420.12
I. Expiration Date 02/17/2020
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE By
TYPE TYPE TYPE TYPE M' F F' p' Mia�Dade ioduct Control
R' L' M. F' I MAX'
MAX.UNIT NOM. �' i NOM. UNIT
HEIGHT PANEL z°& j PANEL I HEIGHT
PER WIDTH TYP. 15y WIDTHTYP. / PER
TABLES MAX./ /SEE PER �ss i SEE MAX. PER TABLES
1-3 DLO NOTE 2, TABLES 1-3 a i OTE 2, DLO TABLES 1� 1�
HEIGHT SHEET 15 SHEET 15 HEIGHrT
,r'' `1� �✓ ✓ I11IIIll
0 X X X i X X X O `\�� �pNY LY/..4.1
EXAMPLE:OXp SILL EXAMPLE:X)0(0 SILL No.58705
XX
INSTALLATION DETAILS INSTALLATION DETAILS =
(3-TRACK,RIGHT POCKET) (4-TRACK,BY-PASS) v Ew'&'Ec',SHEETS 12&13 FwFc',SHEETS 12&13
1070TECNNCLOOYDRIYE0 '•
N.MAX--,o-1 427a EXAMPLE ELEVATIONS %,�C�`sS <ORIDP,.•'G��;
mea 00
CERT.OFAUTN.E18190 SERIES 770 ALUM.SGD-LM IMPACT i,�9NALIEN��`
JR 04NW77 C NO CHANCESTNIS SNEE7, comm rrcain ® c.d_ .— .we e.,ny,,t n..r
onmer pob; a«teu Os6c vcremunwEy.�c A.LYNN MILLER P.E.
JR 10/10/14 auwonsaesenveo
SOD-770 IVTS 16 m 22 PGT0130 C P.EJi 50105 l
r
i
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXTCORNER INTCORNER EXTCORNEREXT CORNER INT CORNER
INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 135 RECEIVER 36 RECEIVER
TYPES OUT IN r ( � WIHANDLE W/HANDLE WIHANDLE W/HANDLE W1 HANDLE VII HANDLE
#•1 i18 WI HANDLE WI HAND
#120 4
119 4
6
1 4
118 #61
SINGLE � F PP K L TR TQ TC TA TV TW
INTERLOCK (eoxouq
OUT
SINGLE
INTERLOCK � B E P A C C IC SQ SC SA SV SW
IN 'am, /BoxrM
5�E RR R S F® FC FV FW
(BOX ODI) (BOXW)
LOCKSnLE C M J J
Wf HANDLE fBaKO 7 MOX-9 z1<1
W ASTRAGAL
Box OUT LR PANEL NOTES:
WIHANDLE. (aoxovn 1.SEE DP TABLES 1-3,SHEETS 6-8-FOR PANEL
ASTRAGAL [JIf �) SIZES&DESIGN PRESSURE.
W BOXIN 1 V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J W/HANDLE - BroXv+) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
F— ASTRAGAL F T STILE EXTERIOR STILE AND ARE NOT AVAILABLE.
-DUTY STILES
U) .BOX OUT (varouD renxouo 3.90°ASTRAGALS TO USE HEAVY
PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER
ASTR AANAL T ll APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR
TRAGAL(#119)OR INTERIOR(#120)CORNER
J BDx� teoxM 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER RT Cl
9oLOCKSTILE (#G1)AND CORNER ADDON(#31).
,_I W/HANDLE
w #12p /'� SILL RISERS OPTIONS .232° -il -'232"
Z, 90 L CORNER LOCKSTILE
QT QS
90 LOCKSTILE 232" EXTERIOR
WI HANDLE#t1s PRODUCT REVISED
Cs
—.-I Ii1��-- •232• �- EXTERIOR ,pg2°
IL F�fT CORNER#61 CT CV E `" I I EXTERIOR ,082' os eomplying with tho Fioridw
90TCpRNER O^ I 1�34.066" Building Code
uo HANDLE ,062' 3.305" BOA-No. 17-0420,92
(#118 2.555°
INTCORNER#81 AT AS ®F 1.567.
Expiration Date 02/7 712020
90 RECEIVER .082" By
WI HANDLE41 IX Mla -Da Product Control
EXT CORNER �F 6 18•FLUSH 1ILL ER2FLAT' 2p LOW,2-112"FLAT - 22 MED ULL IME3-1/4T 24 HIGH,4'SILL ER,FLAT
90 RECEIVER -�'
EXT CORNER iKi1 760° I"—.760-
=
750'
135 RECEIVER VT VS VF EXTERIOR
W)HANDLE '750 1>3 .052"
#81 EXTERIOR EXTERIOR I I
`r'�
INT CORNER -1
906, .DB2" 4.056"
36 RECEIVER WT WS WF <� \� •062" -
/� 3.305'
WI HANDLE #81 .062" 2.655° �11111117f//�
1.667" ��0........N,��
t9• RISERBO
0
BOXI• 2t LOW,
MEDIUM,,BOX 23 IME3-1/4HIGH
SILL OX 25 RISER,BOX
FLUSHNo.58705
•NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS G-8
10707ECHNOLOGYDRNE ma+ae+. ��i(5 TE OF
N.VE MFL 84275 PANEL TYPES ,FS7''•..<oRlo�..-•'x��
(941)48a-1668 1W ��7/is�CNAL 0,1"'
�� B°
CERT.OFAUTH.#@9296 SERIES 770 ALUM.SGD-LM IMPACT 7)Iv 1 I I 11151``
o�JR o� 6/17 GSC o1VOGIANGESTHISSHEET. voraBusrmEv.uc ® s ea rnurc oo1 r n,,,rBN, wr.
wvrraBHromrr A.LYNN MILLER,P.E.
JR 10/lata ntLw6msBBsorom soG.nD NTS 17 22 PGT0130 C P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) tos FULL PANEL JAMB LENGTH
60OR61 105
LOCK PART
114106 FULL
AMB GTH 14 75&107-110 17
5 60 OR 6116 5
80 OR et 2-TRACK JAMB
Gt (SHOWN 5 SEE DETAIL G1
2-TRACK JAMB WITHCLIP#105 FOR FIXEDtos 6"LONG W/RETAINER#106 OPERABLE 8o LO&1O-11PANEL CLIP MI
(SHOWN WITH PANEL)
FIXED PANEL TO 3 75 810LOOKP SEE DETAIL G2
THE INTERIOR) EXTERIOR 103 117- 0 OR 61
103 FOR FIXED
5
PANEL CLIP 5 103 fi0
eEXTERIOR -
14 R v 16 5
E 112 a 18 17
4FULLGTH 40 60 OR 6' „TI,EXTERIOR
#10 X 3/a- 2TRACK JAMB 2-TRACK JAMB 1EXTERIOR EXTERIOR �1 EXTERIOR �v/SMS,X 3CLIP#80 OR#105 51 52 W/SCREEN ,0 -
6"LONGW/RETAINER#123 3-TRACK JAMB 3-TRACKJAMB 4-TRACKJAMB 4-TRACK JAMB
80 (SHOWN WITH H7 (SHOWN WITH H2 (SHOWN WITH 17 (SHOWN WITH I2 (SHOWN WITHMIDSPANFIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) 53 - THE EXTERIOR) THE INTERIOR)
,L,EXTERIOR EXTERIOR
�v/ 121 SEE DETAIL ON SHEET 16 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15
2
112 3 4
45 5 113, 5 113 5
62 51 69 EXTERIOR EXTERIOR 69
EXTERIOR 63RIM-
A
a a
�j PRODUCT REVISED
as complying with the Florida
Buildi2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT NOA-ng Code
SHOWN WITH E NDA-No. 17.0420.12
OPT.SCREEN FRAME HEAD FRAME HEAD C FRAME HEAD HEIGHT PER
TRACK
TABLES 1-3 Expiration Date 02/1712020
By
Miam-Dae o uct Control
53 e9 69 89
EXTERIOR EXTERIOR -
52 51 72 OR 73 72 01173 72 01173
0
46 11 113 9 10
11 11
48 47 o B
EXTERIOR 112 5 113 113 ``III17111/!////
55 `��
0''. ICEN..
kWF MESWLSCREEN �F ME SILL P FRAME SILL =
No.58705
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. - I�
" S A E P ••�(/��
1070TECHNOLOGYDRIVE °'O�"`' 'i�C�51•'-'t IDP,•''•����
N.VENICE FL 34275 VERTICAL SECTION DETAILS
1941)480.1600 roc /S70A/AL ENG.\.
Y• o.� CERT.OFAUTH.026296 SERIES 770 ALUM.SGD-WINDOW-LMI 1111111'1
JR OQA16^!7 C NO CHANGES THIS SHEET. e"i",a,w.t — er".� cw�z- we
omm ar.o"�a porINDUST-9INM ® - A LYNN MILLER,P.E.
JR 02120114 ,w ya�nspESEpi rn D-770 WINDOW NTS 18 22 PGT0129 C P.EJI6�706
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) QWT
INTERIOR*Ill
*ill
113
103
62 111 63 60 OR 61
65 14 120 90° EXTERIOR
EXTERIOR INTERIOR EXTERIOR
P-HOOK FOR FLAT SILLSP-HOOK FOR BOX SILLS (� INTERIOR
(EXT.OR INT.MOUNT) e EXT.MOUNT ONLY r 90°
LOCK PART LOCK PART LOCK PART 60 OR 81
75 8107-110 76 8 107-11 61 75&107-110 6
INTERLOCK
14
0-
60
60 81 118 113 ,I7EXTERIORIV
t1 'ITEM#S1(HEAVY-DUTY
v/ EXTERIOR 7 STILE)SHOWN,ITEM#60
68 , (STANDARD STILE)ALSO
STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 90°OUTSIDE CORNER E 90°INSIDE CORNER APPLICABLE SEE TABLES
L1 WITH STANDARD STILES#60 �WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN N2 2-TRACK SHOWN 1.3,SHEETS 6-6 FOR
(PSF)ASSOCIATED WITH
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES.
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN)
INTERIOR PRODUCT REVISED
7 f aBs complying with the Florida
uilding Codo
31 LOCK PART Now-No. 17.0420.12
75 8 107.11
4 INTERIOR 4 INTERIOR Expiration Date 117(2020
6 5
135° BY.
Mia -!arroduct Control
11
7
135°
14 5 61 32
103
61
32 I'DEXTERIOR 61 \`11111111111/1',
11 5
LOCK PART 31 103 61 �R�EXTERIOR 7 ,.•'•t•ICEN,gF �((�'i
76&107-110 V 14
®135°INSIDE CORNER Q:• .��
02 2-TRACK SHOWN _ No.66705 -
135°OUTSIDE CORNER
01 2-TRACK SHOWN
ST kr O 0
10MTECHNOLOOYDRIVE x°11 C� FL ORIDI`
N.VENICE;FL 90276 HORIZONTAL SECTION DETAILS,CORNERS ''.s •••••••'•C���`
(941)480- '''/,,ONAL EN11`�
9v GO"OFAUTH.H2#Z9H SERIES 770 ALUM,SGD-LM IMPACT "'1 I I I I 11111
C0PMJR ON05N7 C NO CHANGES THIS SHEET:
ommeY. 0vto: croxa oaro: py Eye ® fo — � --" R0" A.LYNN MILLER P.E.
JR 10/10/14 numwrrsnea= SGD-770 NTS 19' 22 PGT0130 C P.E.#50705
PGT
Item DwG PGT Deacrlpfion Item Dwg# PGT# Description 1 ALL ALUMINUM=6063T6
1 1730fi 817306 2-TRACK HEAD 60 17325 617325 PANEL STOP
2 17303 1 617303 2-TRACK HEAD WITH SCREEN RAL 61 17328 EIR328 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99,
3 17309 '817309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312• 817312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 817314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD j
6 17317 ,817317 FRAME HEAD/JAMB ADD-0N 85 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 17304 817304 2-TRACK SILL - - 87 17329 817329 ASTRAGAL MIN.#10 SMS OR 3116"MASONRY '
8 17301 017301 2-TRACK SILL WITH SCREEN RAIL 68 1733V 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX.O.C.
9 17307 817307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL i
10 17310 617310 4-TRACK SILL 70 17350 417360 WEATHERSTRIP EXTENSION QNJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1P2°X1'X314"HIGH FIN SEAL DUST PLUGS
• 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY.
13 17316 617318 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153H TANDEM NYLON ROLLER ASSY.
i
14 17305 817305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 I
15 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
18 17308 017308 3-TRACK JAMB 70 71032XIFPFX 91032 X 1"FL.SS SCREW W/TYPE"F'•TIP ,
17 17311 617311 4-TRACK JAMB 77 7103239 1D-32 STEEL ZINC U44UT
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2" 79 17357 017357 V 10 BEAD -
19 17319 017319 SILL RISER-BOX FLUSH,1-1/2' 80 1 17359 617359 7116"BEAD/FD(ED PANEL CLI
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 01'J 17360 617360 9/18"BEAD 4
21 17318 617318 SILL RISER-BOX LOW,2-1/2" 82 1224 BTP247K VINYL BULB WEATHERSTRIP {
22 17355 1 617355 SILL RISER-FLAT,MEDIUM,3-114" 03 61745 1745 LOWE INC,117 X1116"SGL SIDE ADH.TAPE,POLYETH. I
23 17354 817354 SILL RISER-BOX MEDIUM,3-114' 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4° 101 72087 ,AMB BUMPER
25 17320 817320 SILL RISER-BOX HIGH,4" 102 1690 1 71698 DUST PLUG -
26 17333 617333 POCKETP-HOOK 103 8188 78186X PKEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET PTt00K MOUNT 105 17344 817344 IFDFD PANEL CUP-e"LONG
29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-!V16"
30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE Krr-INTERIOR RAISED WITH THUMB TURN
31 T 17378—F-017378 135 CORNER 108 1740 71740 HANDLE Kfr-RAISED EXTERIOR HANDLE
32 17376 617376 135 FIXED MOUNT 109 1731 78162SN HANDLE Kir-RECESSED INTERIOR WITH THUMB TURN PRODUCT REVISED
ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE Klr-RECESSED EXTERIOR PULL as complying with the Florida
404319 81?258 SCREEN SIDE RAIL-LOCKSTILE 111 710Xi4PPSDAX#10X314"PH.PN.TEK-S.S. Building Code
41 ROCKWGSK SCREEN LOCKSET 112 1235 67576 WSTP, X.170-FIN SEAL NOA-No. 17-0420"12
4241818 SCREEN KEEPER SPACER SET 113 1712 84066 .187"X230"FNSEAL Expiration Date 02117/2020
43 8152 88152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10X1-1/2" By
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10X1' Miami-Dadroduc Control
—
45 4317 612258 SCREEN TOP RAIL Ila 720XIX 914-20 X 1"S.S.
46 4318812257 SCREEN BOTTOM RAIL 117 720X112X #14-20X
47 668 7SRA2 STANDARD ROLLER 118 17338 617338 90 DEGREE CORNER RECEIVER
48 668 7SRAX STANDARD ROLLER-ST.SIL - 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL I 1 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 1 123 17352 617352 IFAD PANEL RETAINER,718-
51 1692 61692 SCREEN SPLINE-.165"
52 1694 61694 SCREEN SPLINE-.150' ``111111 III III7
53 81810020 SCREEN CLOTH ••""" '
54 1725 1/2"X4"XVIS"SET.BLOCK,NEOPRENE 85+/5 ��� •'•1,ICENy+F
55 1720 1'X4'Xl/16"SEr.BLOCK,NEOPRENE 85+/-6 �•• '•�
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5.069" 8.562" -� 1.36" 1.36"
0.080"
1.872"
1.211" 1.505"
+ 0.081" 0.062" -- 1.019"
0.081" -J 0.081"
2-TRACK HEAD to 4-TRACK SILL SCREE
(6063-T6 AL) (6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
6.198" � 6.528" 5.069-
0.080" -f 1.045°
1211" 1.505"
0.062"
0.081" @2-TRACK HEAD W/SCREEN TRACK-I O3-TRACK SILL ---LLL
(6063-T6 AL) (6063-T6 AL) 1a 2-TRACK JAMB a5 SCREEN
(6063-T6 AL) TOP RAIL
(6063-T6 AL)
7.105" 2-TRACK JAMB W/
6.221" 15 SCREEN TRACK
0.080" (6063-T6 AL) -►{ 1.36"
v[T T ksli 1.211"
1.605" 0.875°
--1 1.36"
1.993"
0.062"
0.081° O 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK L
(6063-T6 AL) (6063T6 AL) 0'081" SCREEN
a6 BOTTOM RAIL -
9.142" (6063-T6 AL)
4.49° 0.081"
0.660"
-� PRODUCT REVISED
tsv Uv1.505" 7.105" as complyying with the Florida
rn_ 1.211" Building Cod-
NOA-No. 17.0420.12
9141" ExpirationVat-02/17/2020
0.081" O4-TRACK HEAD O2-TRACK SILL
(6063-T6 AL 6063-T6 AL ey
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0.060"
1.514" LII
0.062°
0.532" 0.760°
1.260"
0.080" 1.516" 1.990"
OFRAME HEAD/JAMB SCREEN O FRAME SILL SCREEN FRAME SILL SCREEN ��`��Q.•••••••., 2j�
0 ADD-ON 12 ADD-ON 10 END ADD-ON 16 3 TRACK JAMB a %XENSF '.(�
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REQUIRES MIN.410 SMS REQUIRES MIN.#10 SMS 3¢ No,58705
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0.718" 0.83" FI.-
3.802" � - 2.304" � 0.752" -►{ � I 3.802" ��
0.752" ILI
0.885"
0.062"
0.574" �0.07
0.062" 0.796"
0.080"
0.264" 0.233" 0.062"
SOFRAME SILL P-HOOK MOUNTING P HOOK SCREW
SCREW COVER 11 TRACK 2s P 063-T 28 ADAPTOR 29 COVER 0.080" so P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-Tfi AL)
488"
4"
2.30" 1
.155" 4"
.
0.080" 1.739" �{
0.830" 0.062° 1.600 0.133" 1.600 �{ 1.303"
0.062"
080"• 1.870" I 1.888"
016° Lam-3.125' - 0.06+
0 325"
1.974" 3.125" 0.062"
2.44"
31 Li
135°CORNER 32 135°FIXED MOUNT eo STANDARD STILE 01 HEAVY DUTY STILE INTERLOCK INTERLOCK
62 s5
(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"
4.125"
HU0.075
1.050" 1.050" 1.050"
'
0.075"
1.645" 1.645" 0.062" 1,304"
.289" 611" ,4r
F+-3.25 045"
,045" �-+-- 5 (+-
0.126" � 0.281" GLAZING 7116"GLAZING 89/16"GLAZING
Os7 STANDARD ASTRAGAL se HEAVY DUTY ASTRAGAL se TOPBOTTOM RAIL 7a (so st PRODUCT REVISED
O O O BEAD(I.G.) BEAD,FIXED BEAD
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) as compl7lln8 With the Florida
(6063-T6 AL) PANEL CLIP (6063-T6 AL) Buliding Code
(6063-T6 AL) NOA-No. 17-0420.12
1.003" 1.03" Bxpiratlon Date 02/17/2020
4„ 9y
5.621" � Mlam-pad roduet Control
0.080A
0.050"
105 FIXED 0.709 2.893" 0.133"
PANEL CLIP 0.133"
(6063-T6 AL) 1.498" 1,498"
0.080"
.650" --►10.8831�--
FIXED PANEL 5.621" 4„
" 0.709" 123 RETAINER,7/8" 720 90°INSIDE CORNER ASTRAGAL t y LYN 1177'
0.080" -►II+ (6063-T6 AL) 2'826" 118 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) �`�����N�CENSM��C
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