HomeMy WebLinkAboutProduct Approval (2) MIAMI•DADE MIAMI-DADE COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE'R) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wmy.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPa;:
This NOA is being issued under the applicable piles 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 t
ESCRIPTION: Series "SGD-770"Aluminum Sliding Glass Door w/90° & 135°corners—L.M.I.
A PPRO - Impact", sheets
1 through 22 of 22, dated 10/10/14,.with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with
the Notice o de County Product Control Section.
SILE IMPACT RATING: Large and Small Missile Impact Resistant
LABEL ac wr e 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 userby the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No.17-0420.12
MIAMIDADE COUNTY Expiration Date: February 17,2020
Approval Date: September 28,2017
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 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 tinder 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-5903,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 A Plasencia,P.E.
P odud Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer),
per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and FBC-61'Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
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-G`1 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 scaled by Anthony Lynn Miller,P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries, Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° &135° corners- L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M.Plasencia,P.E.
P duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-2
i
SERIES 770TABLE A:, IMPACT RESISTANT SLIDING GLASS DOOR Anchor Anchor Type Frarn r Substrate Min.Edge Mtn.0 C' Emlc�Mdj-.
Group Member Distance Distance mentor
INCLUDING POCKETS & 900/135*CORNERS I Thickness
#12 18-8 SMS, Scuthenn Pine(SG _91-18' 718- 1-3/8,
GENERAL NOTES if-60 kaF
, u=95 kei) 6083-T5 Aluminum 319, 0/16* 0.690-
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12410 SS SMS, Ail A36 Steel 3/8- 0116- 1 0.0-0--
2 DESIGN PRESSURES: A (Fy=90 Ifal,Fu=110 ksl) Or.33 Steel Stud aw 0116' 0,046'(16 GO)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All concrete(Min.2.22 ksi) 1-112" T' I-Ne"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300- 114"Eloo Aggre-GatorO Jamb P-.h.ok FIII.dSI..k(ASTM CS0) 2' 1. 2'
P'�
ed
]ME� *alI
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy-57 ksl,Fe-96 kW Jamb/P-h off Hollow Block(ASTM C90) 2" 1. 1-114"
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN.USED IN THE DESIGN OF THIS All Southem Pine(SG-0.55) 1. 1. 1-31W
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO #12 Steel EMS(Gr 5) Sou"'Southem Pine(sr.=0.55) wir vir 1-318*
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THEa (mln.of3threads beyond A 6063-75 Aluminum 318" 11116" 0.090"
.11 0.050,
CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) Gr.33 336 Steel at&, 9116'Stool Stud 31W D1101 (L045'(18 Ga)
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. ---714' 1*UIIOZ�07 All Cnclets(mIr.2.=8 . T- I_xW
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C
Y'155 ksl,F„-177 kst Jamb I P-hook Hollow Block(ASTM COD) 1" 61. 1-114"
NARROW JOINT SEALANT _UENctele(min.2.0 lfsl� IINV aw
--
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOWS,ANSI1AF&PA NDS FOR 114"Elco UtraCon(D AH 2wlIZ 4' 1
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. F,-156 Rat,Fn-177 k.1 Filled Block ASTM C90) 2-1/2" 4' 1-374"
Jamb I P-hook Hollow Stock(ASTM C901 2412" el I_IW
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Hand/Sill Conowle train,3.36 ksl) 1' - 1314"CURRENT FLORIDA BUILDING CODE,INCLUDING THE.HIGH VELOCITY HURRICANE ZONE(HVHZ). 114*410 SS Elco CmleFfaxO Jamb/p-hock Concrete(Mtn.3.36 ksl) 1. 6" 1 1374'
Fy=127.4 ksl,Fe 189.7 ksl Jamb/P-hook -Hollow Black(ASTM COO) 2-112" 1. 1-1/4'
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Si
9)TEST REPORTS:FrL-5980,FTIL-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,FTL-6028,FTL-6031,FTL-6033,FTL-e036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY-33 KSI.
4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
TABLE B.SEE DETAILS ON SHEETS 4&6 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
Glass Description(Listed from Exterior to Interior)
Type ANCHOR NOTES
G3 7/15'Laminated:(2)Utes of3f18•HS Glass Wtfi.090-PVB Intodayer I)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY
G3A Stlet-sminsted:(2)Lit.a.fIM HIS Glass vAth.OW PVB Irdeday.r MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
G4 71161 Laminated:(2)Utes orVle*HS Glass with.090'SG Inladayer DISTANCE AND SUBSTRATE REQUIREMENTS.
G4A Slium Laminated:(2)Utes cI HS Glass with.OBC'so Intedayer
G5 1"Laminated I.G.:311U'T Exteilor Cap+318"Air Space+7/16*Laminated;(2)Ules of3/16'HS Glace vdth.090"PVB Insdayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET
GSA T*Laminated te.:iW T ExtedorCap+rW16'Air Space+711V Laminated;(2)Lites cr3IIS'HS Gins with.090'PV8 Intedyor PRODUCT REVISED
=
lwith the,Florida
y.9
-GO V Laminated I.G.:3110'T Exleflor Cap+318o Air Space+7/16o Laminated;(2)Liles p13118°HS Glass with 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2'THICK SIh,o9D"SG IntoOy.r_ PROPERLY SECURED,I X WOOD BUCKS ARE OPTIONAL IF UNIT IS IS" n%
GSA I-laminated I.G.:IW T Exted.rCap+61161 AIrSpace+7116'Laminated:(2)Ules of3flff'HS Glass with.090'SG Inte0ayer NOA-N.. 17-0420.12
07 "LLaminated:(2)Liles.f3li6ANN Glass vAth.09WSG[ni.d.yer INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS te 02117
ZNA j.L1j1 F.Ffnated:(2)Life.of IW ANN Ole"with MT$r Interloper DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1 X AND 2.X BUCKS Exphratlon Da /2020
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER - �,=
I GO 114 Laminated I.G.:311,6'TExtedur Cap+?IS'Abspace+7116"Laminated;(2)Utes e(3/i6"ANN Glass with.090"SG Interlayer BY 6 1 -
GaA 11'Laminated LG.:1W T Exterior Cap+Iftlel Air Space+7116'Laminated;(2)Ums o1I ANN Glass with.00'SG Irtedayer DADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS mi. - uct Confrol
*ANN7=ANNEALED THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
11-151=HEAT STRENGTHENED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
'T'-TEMPERED
,?Vfr�.090'TROSIFOL`b PV8 13Y KURARAY AMERICA.INC. GENERAL NOTES1 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
'ZG"=.090PSENTRYGLASOBY KURARAY AMERICA INC. EXAMPLE CONFIGS..........2-3
GLAZING DETAILS............4.5 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ANCHORAGE.....................6-14
DESIGN PRESSURE RATING 1 IMPACT RATING DESIGN PRESSURES 6-8 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS
SEE TABLES 2 3 ON I RATED FOR LARGE&SMALL INSTALL DETAILS 12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
SHEETS.7 MISSILE SILE IMPACT-STANCE ELEVATIONS_ ........ 15,16 00 LY/Viv
PANEL t SILL TYPES MAX.
17 1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY ...........
CODES I STANDARDS USED: CROSS SECTIONS 18.19 SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO
:2017 FLORIDA BUILDING CODE(FBO),6TH EDITION PARTS LIST.......................20 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF
2014 FLORIDA BUILDING CODE(FBC),5TH EDITION SUBSTRATE IS WOOD.30#FELT PAPER OR MASTIC IS REQUIRED N0.58705
:ASTM E1300-09 EXTRUSIONS..................21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED
ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION.
TlEa
F-ALUMINUM DESIGN MANUAL,ADM-2015
-AISI SIDDA2 1070TECHNOLOGYPAPIE
-AISC360-10 N.VENICE,FL 34275 GENERAL NOTES AND MAP �4 ORIDI"
CERr.0FAUrH.A29295 SERIES 770 ALUM.SGD-LM IMPACT OVAL
fill%
j"J1c'j'04M,Vt7 I-C I 'VAT6-TOFBC20f7,REWSEDTAPLES 1,Z 3&A A.OVAL
MILLER,P.E.
ov.,�r 1-1 -22 1 1 I-C PZ 05870S
A-Mal.as, PGTO130
JR 10110114 AUftM=A6aSFwE0
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw,"Jc",`Kw"OR"KC"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(P)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM. ANEL WIDTH PAIN BE OXXXp,pXXXX OR XXXXp,OX)(X IN POCKET CONFIGURATION
PER TABLES 1-3 1 3 ER TABLES 1-3 p.
2) 0'&135.CORNER CONFIGURATIONS CAN BE A COMBINATION
OF NY 2 STRAIGHT CONFIGURATIONS,
c 1 j W JG
MAX.UNIT IZ
tc t3 9 14 3)F R NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT a,;7, MAX.
UNIT 1
HT 4 I z aX` OPERABLE PANEL,
PER TABLES 1-3 PER TABLES 1-3 INOPERABLE PANEL,
lum- =POCKET
POCKET POCKET 11 DETAIL LETTER
11 J WOOD OR METAL INSTALLATION
I-_PA I N I EL 2-PANEL 'c"=CONCRETE INSTALLATION
CONFIGURATIONS 3 CONFIGURATIONS SHEET NUMBER
MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-T'
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL WIDTH i Ar w I, A NOM.PANEL WIDTH PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PER TABLES 1-3 PER TABLES
(rIN
MAX.UNIT
UNIT of�I r a I a_a
5 HEIGHT
HEIGHT
P
PER TABLES 1-3 TALETABLESS 1-3
POCKET
PRODUCT REVISED
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURAT!ONS E
L 1 13 12 13 as complying with the Florida
13 2 13 Building Code
NOA-N.. 170420.12
MAX.UNIT WIDTH MAX.UNIT WIDTH - Expiration Date 02/17/2020
c 3c w NOM.PANEL WIDTH _ KAw'v-Aq By roduct control
NOM.PANEL WIDTH 13 PER TABLES 1-3
PER TABLES 1-3 1
awme,
9
MAX.UNI
1SEE
MAX.UNIT12 3 19 9 Me HEIGHTT GTE
HEIGHT 3HT 19ER 2,THIS
S 1_3 I. SHEEr. ,III II III,,
TABILPE !2
fj
PERTABLESi-3
4",
w r,
POCKET'
Y EXTERIOR
_r\4---- No.58705
5-PANEL CONFIGURATIONS n w c w CORNER,TYP.I
(OUTSIDE CORNER SHOWN, _,i3
40
INSIDE CORNER SIMILAR) 'Y'ffa; -
Sr.Te F
1070 TECHNOLCGVDRfVE
A VENICE FL 34276 EXAMPLE CONFIGURATIONS
(9111480-16oo OVAL IE tti
Ca
n. CERT.GFAUM 029296 SERIES 770 ALUM.SGD-LM IMPACT 011111110,
JR 1Re aer -1;4.17 1 NO 22 1-" :p A.LYNN MILLER,P.E.
—IT, 1-1 oars IWvsm�.m 850.770 NTS GTO130 C P.E.9 58705
JR 10110114 ........
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
MAX.TESTED UNIT.WIDTH 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16-@ 96-HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMS
300-1/4"@ 120-HEIGHT LOCATIONS USING DETAIL"Jw, Jc","KW'OR"Ke INSTALLATION.
NOM.PANEL WIDTH Aw A. cCc EXAMPLE:4-PANEL>=X IN POCKET(p)CONF-16URATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR>O(XXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
J4 is
1
3 2)90-&135'CORNER CONFIGURATIONS CAN BE A COMBINATION
13 19 9 19 is 9
F '0 a
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX'UNIT
1 3
HEIGHT, 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120"
R 'X=OPERABLE PANEL,
"O"=INOPERABLE PANEL,
V=POCKET
PANEL CONFIGURATIONS
f—DETAIL LETTER
6&N—'W'=WOOD OR METAL INSTALLATION
MAX,UNIT WIDTH 'c"=*CONCRETE INSTALLATION
NOM.PANEL WIDTH SHEET NUMBER
1 13 1 13
PER TABLES 1-3 3
DLO WIDTH=NOM.PANEL WIDTH-7"
3 DLO HEIGHT=DOOR UNIT HEIGHT-10.125'.
2
9 19 9 PANEL HEIGHT DOOR UNIT HEIGHT-1,866
MAX.UNIT c
HEIGHT 9 9 9 to t is
PER TABLES 1-3
L_L_11LZ_ILI_ 11L L/ POCKET 1
7-PANEL CONFIGURATIONS D c Fc PRODUCT REVISED
log with the Florida
Building NOA_N.. 17-0420.12
MAX.UNIT WIDTH Expiration Date 02/17/2020
By
NOM.PANEL WIDTH "T,M�u 1z c Cw Cc m1am_071'roduct Control—
'PER TABLES 1-3 —1 � = I
J
Jw J. I
uvt9 t9 19 9 1 i
MAX.
X
HE ul
PER TABLES 1-3
h
Y LY
POCKET JANIV
L
8-PANEL CONFIGURATIONS No.55705
Ott s
'e
1070TECHNOLOGY12ROVE AN F
A VENICE,FL EXAMPLE CONFIGURATIONS
1�3427$ .......... c,
(WI)450- 0 '01VAL
CERT.OFAUTH.029296 !SERIES 770 ALUM.SGD LM IMPACT
JR 04/05N7 G NO CHANGES THIS SHEET. To C A.LYNN M LILER P.E.
SGO-770 PG 130� F.ES118705
JR 1'01104
GLAZING DETAILS (G3, G3A, G4, G4A, G5&G5A)
7116"NOM, 7116"NOM. l"NOK
3116"HS GLASS 3/16"3/16"HS GLASS 3/16"3/16"HS GLASS-
�090"PVB—
.090"PVB_ SG� 3/16"HS GLASS
3/16"HS 74 3116"HS GLASS 74
GLASS 3/8"AIR SPACE— 74
�7V
90
S
'/''6*H S Z�
'AIR'PACE
3/16"T GLASS
82 82 —
83
EXTERIOR 314"NOM. EX ERIOR 3/,V'NOM.
/tiGLASS GLASS 124-127- 3/4�"NOM,
BITE BITE GLASS
EXTERIOR
BITE
60 so
64 54
56
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 V LAMINATED I.G.GLASS,TYPE G5
9/ 9/16"NOM. 1"NOM.
114"HS GLASS— 114"HS GLASS 3/16"HS GLASS-
10901,LPVB—
.090"PVB .090"SG 3110"HS GLASS
-
1/4'HS GLASS 74 1/4"HS GLASS--\ 74 5/16"AIR SPACE— 74
62 1/4'T GLASS PRODUCT REVISED
Ing with the Florida
83 atpl
illollm.1cyod,
3/4"NOM. 3/4"NOM. NOA-N.. 17-0420.12
EXTERIOR EXTERIOR 3/4'NOM.
GLASS GLASS 124-127 Expiration Date 02/1712020
GLASS
BITE BITE BITE
sy
EXTERIOR
ffiiam�-Daraduct Control
D, a79 �
�54
64 55
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A I"LAMINATED LG, GLASS,TYPE 135A
"'eqWy......
-v�lYN
GLAZING NOTES: No.587()6
N'=ANNEALED
"HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. ��a •
"T"=TEMPERED 70 TECHNOLOGYDRIVE sz, 0 4,j tt
10
"PVB":=,090"TROSIFOI?PV13 BY KURARAY AMERICA,INC. N.VENICE,Ft 34276
'SG"=.0901 SENTRYGLA!?BY KURARAY AMERICA,INC. GLAZING DETAILS OR
CERT.CFAUTH.i929296 �ERJES 770 ALUM.SGD-LM IMPACT
JR M005111 I c NO CHANGES THIS SHEEr. 7 It
. " LyR, .E.
G P
rat MMUM(m— 22 P Tolso c P.EJA 98706
GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A)
1"NOM. 7/16"NOM. VN=
3/16"HS GLASS- 3/16"ANN GLASS 3/16"ANN GLASS
.090"SG— .090"SG
3116"HS GLASS- .0901,SG 3/161,ANN GLASS
318"AIR SPACE— 74 3116"ANN GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS 3116"T GLASS I
` 83
'1QNOM-
xl�l 82 83
EXTERIOR 314"NOM. 3/4"NOM.
124-127
314"NOM. GLASS 124-127 GLASS
'I
ED--- GLASS 1�3 SITE SITE:
BITE EXTERIOR
EXTEMOR
80
79 78
54 55
V LAMINATED f.G.GLASS,TYPE G6 7/16-LAMINATED GLASS,TYPE G7 V LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9116"NOM. — 1"NOM.
3/16"HS GLASS- 3116"ANN GLASS
— GLASS—
.090'SG1/4"ANN— — 090"SG-
3/16'HS GLASS- .090"SG___N 3/16"ANN GLASS
5116"AIR SPACE 74 IW ANN GLASS 74 5/16"AIR SPACE— 74
1/41'T GLASS N, *090"SG 114"T GLASS PRODUCT REVISED
4o ANN GLASS
82 A� s..mplyl.9-11h the Florida
63 83 OulldIng C.do
lb \ 3/4"NOM. NOA-N.. 17-0420.12-
314"NOM. EXTERIOR 8 3/4"NOM.
124-127 GLASS 124-127 Expiratlon Onto 02117/2020
I T
GLASS SITE GLASS
BITE BITE
EXTEMOR 1111am-pa ~Pro ct Control
EXTERIOR
81
<�] 79
64 sz,
56 55
V LAMINATED W.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A
GLAZING NOTES:
:ANN'=ANNEALED
HS"=HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
"r=TEMPERED
"PVB" 090"TROSIFOe PVB BY KLIRARAY AMERICA,INC. 1070TECHNOLOGYDRWE
"SG"=,090"SENTRYGLAEPBY KURARAY AMERICA,INC. AL VENICE,FL 34276 GLAZING DETAILS ..... .... G,
popea.firao — — "it 7 C)A/AL
1 '4
CENCFAUM 02=6 SERIES 770 ALUM.SQD-LM IMPACT '1111111101
"IR 0106117 C NO CHANGES THIS SHEEr T.—1-- — — — A.LYNN MILLER.P.E.
SGD_ NTS 22 PGTO130 G
,JR 10110114
TABLE 1: TABLE 1A: _
Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes Sill Height to Max.(+)DP
(far 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 (Maybe limited by Table 1A) Sill Riser Height
Door Unfl Height (Flat or Box,sea res Design
Sheat 17 Pressure,par
Table applies. Glass Types 3, at7•, 84" Go, 0" )
3A,5,SA,7,7A,8&BA and 69.718"DLO 73.7/6"DLO 7e-718"DLO 85-718'DLO Flush-1-112" see note 3
the SIIIe/Astragal Types shownLow-2 +46.67
below. Aneho Anchor Group Anchor Gawp Anchor Group
Medium-3-1 3-114" +60,0
A B2C4-
D A B C D A B C D A B C D High-V +60.0
Head/Slll C4+1 C4+1 C4+1 C4+1 -M—+l (4+1 Gi+i C4+ +1 C4+1 C4+1 04+1 C4+1 C4+1 +i SEE NOTES 1-3
24" Dl0 Jamb 8 a 8 a a 8 a 8 8 a 8 8 8 a a
P-hook 8+7 6+7 6+7 7+6 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8
b Head/Sill 04+1 C4+1 Cd+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
DLO Jamb 8 a 8 a 8 a 8 8 a a 8 8 888
P-hook 8+7 6+76+7 7+8 7+8 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+829„ Head/Sill C4+1 C4+1 C4+1 04+; C4+1 C4+i C4+1 C4+1 Cd+i C4+1 C4+1 C4+; C4+1 CA+; Cot;
36" DLO Jamb 8 9 8 6 $ a 8 8 8 8 8 8 8 a 8 8
a. I P-hook 6+7 6+7 6+7 7+8 7+8 7+6 7+8 V7+87+8 7+8 7+8 7+8 7+6 7+8 7+8 QH LENGTH
Head/Si8 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 CA+1 C4+1 C4+142" 35" Jamb B 0 8 a 8 8 6 a 8 a 8 8 $ 8DLO -hock 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+a 7+8 7+B 7+$ 7+$ 7+8 7+8 V—`41" Head/Sill 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 Gd+2 S OH RATIO 2 i
48" Jamb $ 8 8 e e $ 8 8 B $ 10 8 B 8DLO -hcok6+7 6+7 6+7 6+7 7+8 7+8 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 3-114"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',3-114"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" as complying with the Florida
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Building code
4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= r1oA-Ne. 17-0420.12
6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Expiration Data 02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By ,
Mlaml-Da roduct Contiol
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135"Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragai Assembly 13S'Astragai
StandardStiies Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile
Standard Astragal Inside
Ba Outside outside Cornet
Co
Comer
Insi `N .... .....
Corner Outside
Inside Comer Corner '`•` •C1`��
Part 061(Stile)
Part 161(Stile) .:�';• No.58705
Fart 160 x2) Part a60 Part l6p Prt#67(Stile)rag Part 160 Part 0118(Corner Part#120(In.) parts 031&132 Part 161 �. �}_
( Part 161(Astragal) Part 1120(In,) =_-O
Receiver) (Corn.&Fxd Mount}
- Lt Icsl)�
10707ECHNOLOGYDRNE a.o{ra"r 'O'er\" '•.;�Cp 6 ••��.,
N.VENICE,FL 34276 DP AND ANCHORAGE ;,3+S ftiDA..••G�
1s41t46a166o ,m.-
RmGaY. w�: CERE CFAUWH 426296 SERIES 770 ALUM.SGD-LM IMPACT
JR 04175717 C REVISED TABLE 1. caattuom•amn ® "/p1^�t++'t �-�'" a"r_ in°•: A.LYNN MILLER,P.E.
°An`n°r a°� nom° rarwcvsrwse•wa SGD-770 NTS 6 w 22 PGT0930 C RE.158705
JR iPl1tX74 ^�7tlG���"'FD
I
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TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/-60
For corner asaegal anchorage on 90•or 135'comer units,see sheat 11 (May be limited by Table 2A)
Door Unit Haight
Table applies to Glass Types 4,4A, 80" 84" 90' 96" 1 102" 108' 1 114' 1 120"
6,6A,7,7A,8&84k and the ____7i39-7/&'DLO 37/8'DLO 79-71"DLO 85-7t8"DLO 1 91-718"DLO 97-718"DLO 103-718'DLO 09-71$"DLO
Stlle/Astrogal Types shown below, Anchor Group Anchor Group Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group Anchor Group
A B I C 1 0 A B 1 C D 1 A 1 B 1 C D A 1 8 10 1 D I A 1 8 1 C 1 0 A 1 B 1 C I D I A 1 6 1 C I D A 1 e 1 G I D
sad/6111 G4+ C4+ C4+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 +1 CA+1 Ci+1 +1 C4+1_ .11 C4+1 I C4+1 C4+1 I C4+1 I C4+1 04+1 C4+1104+1 1 C4+1 1 C4+1 I C4+1 I C4+1 I C4r1 G4+1 C4+1 C4+1 GI+1
24' 01-0 Jamb a a 8 8 8 8 8 8 8 8 8 I 8 $ 1 B 1 8 I 8 1 10 1 10 10 1 10 10 1 10 1 10 10 1 10 1 10 1 10 1 10 10 1 10 1 10 1 10
P-hook 6+7 6+7 0+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7t8 1 7+8 7+8 1 7+8 1 7+8 f 7+8 1 8+9 1 8+9 1 8+9 1 8+9 8+8 1 8+9 1 8+9 8+9 19+1019+1019+10 9+10 94wi0 19+1019+101 s+io
Hoed/S61 (5i+—, C4+1 C4+1 Cori 04+1 C4+1 04+1 04+1 C4+1 04+1 04+1 C4+1 C4+S C4+f C4+1 C4+1 04+f C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 G4+1 C4+1 C4+1
30" DLo Jamb 113 8 A. a 8 8 8 8 8 6 B I B a 1 $ 1 8 1 8 1 10 1 i0 1 10 1 10 10 1 10 1 10 to I 10 1 10 1 10 1 10 10 10 1 10 1 10
Pfiook B+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 6+9 9+10 I 9+10 9+10 9+10 1 9+10 1 9+10 9+10 9+10
Head/Sill C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 C4+i C4+T G4+1 C4+i c4+7 04+i C4+1CA+i C4+1 C4+1 C4+i C4+1 C4+1 CS+i LA C4+1 C4+1 -+1 C4+1 G4+1 Cf+1
E 36- p�O Jamb 8 a a a 8 8 '8 8 8 8 B a 6 & $ 8 10 10 10 10 10 10 10 10 10 10 10 10 10 1 10 1 10 1 10
P-hook 6+7 6+7 6+7 1 6+7 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+$ 7+6 8+9 8+9 B+g 8+9 8t9 8+9 8+9 8+9 9+10 9+10 9+10 9N0 g+10 9+i0,9+10 9+10
Head1S111 C4t1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 04+1 G4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C9+1 C4+1 C4+1 C4+1 04+1 C4+1 C5+1 C5+T G4+1 C4r1
a
42' p Jamb 8 8 8 8 8 8 5 8 8 8 8 a 6 8 a 6 10 /0 10 10 10 10 /0 to 10 10 10 10 12 10 t0 10
P-hook 6+7 6+7 6+7 0+7 7+8 1 7+6 7+8 7+8 7+9 7+8 7+8 1 7+8 7+8 1 7+8 1 7+6 1 7+8 8+9 gt8 8+9 8+9 8+0 8+9 8+0 5+9 9+10 9+10 9+ib 9+10 8+70 8+10 9+10 9+10
41" Head/Slit C4+2 C4t2 G4+2 04+2 C4+2 C4+2 04+2 04+2 C4+2 04+2 C4+2 C4+2 04+21C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 04+2C5+2 C5+2 C5+2 G5+2 C5+2 C6t2 C5*2 G5+2
z 48° DLO Jamb 8 8 $ 8 8 8 8 8 g 8 6 $ 10 8 8 B 10 10 10 10 10 10 1b I 1b 12 10 10 10 12 10 10 10
P-hook 8+7 8+7 6+7 6+7 7+8 7t8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 1 7+8 7+8 7+8 8+9 8t9 8+9 8+9 8+9 8+9 8+9 8+9 9+70 9+10 8+10 -----�_I_
r10 9ttp 4+ftl
Headisill C4+2 C4+2 C4t2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2
54' DLO Jamb 8 8 B 8 8 8 8 $ 19 8 8 8 10 $ 8 8
P-hook 1 0+7 1 6+7 6+7 6+7 7+5 7+8 7+8 7+8 7+8 7+8 7+8 T+g 7+8 7+8 7+8 7+8
Head/Silt CA+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 G4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 Not available in these sizes
60' DLO Jamb 6 a a 8 8 8 8 8 10 8 8 B 10 a 8 8
Pfiook 6+7 6+7 6+7 6r7 7+e 7+8 7+B 7+8 7+8 7+8 T+8 7+g 7+8 7+8 7+0 7+6
FOR EXAMPLE ON USING TABLE,SEE SHEET 6. 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 SIII Height to Max.(+)DP DOOR UNIT HEIGHT-10.125"
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. OH LENGTH I.
3 4',3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" (Water InNtratfon Rating}
SIII Riser Height = PANEL HEIGHT=
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE tS NOT REQUIRED.MAX. (+}Design t0 DOOR UNIT HEIGHT-1.866"
(Fiat or Box,see a
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psi z O OH RATIO 2 1
AN OVERHANG COMPLYING WITH THE CURRENT FBG(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) z o PRODUCT REVISED
Flush-1-112" see note 3 as complying with the Florida
NOT RATED FOR WATER INFILTRATION, Building Code
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-112" +46.67 NOA-No. 17-0420.'12
5)DOOR SI2E TO COMPLY WITH CURRENT FBC EGRESS REOU IREM ENTS WHEN REQUIRED. Medium-3-1/4" -60.0 Ex
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE Hlgh-4" +60.0 OH LENGTH Pfration Date 0219 7/2020
INSTALLED. SEE NOTES 1.3 OH PATIO= OH HEIGHT Miam_ a rotluet Contro
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS,
Interlock P-hook Lockstile@Jamb Straight Astragal Lockstile@ 90'Astragal Lockstile@ 135-Astragal Lockstile@
Assembly StraightAstragaI Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile
Standard Astragal Outside CornerOutside Inside
Comer
Corner j
11 i t t i t
e l,sJ-s
Inside ,h `��� ()NY,!-YNN
Dsi
Corner OotsSde
Ide Comer
Corner
Part 1161(Stile) Part 061(Stile] part#119(Out.) Part M61(Stile) _ No,88705 "
Part#61(x2) Part#61 Part M61 Part#61 Part#118(Corner parts tt31&032 Part#61
Part H67(Astragal] Part#12O(in,) _ _
Receiver) (Corn.&Kxd Mount] _-p;{ y
10707EGHNOLODYARII$ e.+"+�c - ����•'. STA E O ;'
"• 1?o-= 275 DPANDANCHORAGE
j;'-1
-Ow4 R"vumc CERT,OFAUM.92920 SERIES 770 ALUM.SGD-LM IMPACT ''rS;()NAL f
JR 04J0a 1T C REVtSED 7AgLE 2,REMOVED EXAMPLE. CERT, f�,
wmsuy:�� ce.nme v.a 0ovrwaxroa+rr ® sa.war � �..e u�.arua a..- A.LYNN 4tl_i>;R.P.E.
No.JR }0/!0/14 ,uP°t o ses 9GD-770 NTS 7 a 22 PGTO130 C RE4 58705
i
i
TABLE 3:
TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+j DP
For corner astragal anchorage on 90°or 136°comer units,see sheet N (May be limited by Table 3A) (Water Infiltration Rating)
Door Unll Height _ SIII Riser Height
Table apples to Glass Types d,dA, 80' 84" 50" 96" 102" 106° (Fiat or Box,see {+)Design
6,6A,7,7A, 8&8A andthe 69-7/8"D O 73.7/8"DLO 79-7/B"DLo 86-7/8"DLO 91-718"DLO 97-718"DLO Sheat 17) Pressure,psf
Stlle/Astragal types shown below. Anchor Group Anchor GroupAnchor Group AnchorGrou Anchor Group Anchor Gro Flush-M1-?t2" see note 3
A B .0 0 A B C D A B C D A B C D A B C D A B C D
Daslgn Pressure +/-9o.0 r tt-82.6 psi +_ s - Low-2-112" +46.67
17" Heatl/5111 C4+1 C4+1 C4+1 C4+1 'CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 0A+1 G4+1 G7+1 C4+1 C4+1 C4+1 C4+1 Cil+1 C4+1 C4+1 C4+1 G4+1 C4+1 Medium-3-1/4" +60.0 E
24" DLO Jamb 8 $ 8 8 8 8 8 8 8 8 B 8 8 8 $: 8 10 t0 10 10 10 10 to 10 High-4" +90.0 I
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+0 7+0 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 8+9 1+9 6+9 8+9 6+9 8+9 8+9 8+9 SEE NOTES 1.3
Dastgn Pressure +�90.D pal +/-82,5 psf +/-75.0 et
30. 23" Head/.501 04+1104+11 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+9 C4+1 Cd+1 C4+1 C4+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
DLO Jamb 8 8 8 8 8 8 8 8 10 $ 8 8 10 8 '$ B 10 10 10 10 10 10 10 ?0
Se
P-hook 6+7 6+7 6+7 6+7 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7t8 7+8 7+8 7+8 8+9 8+9 6+9 8+9 6+9 8+9 8+9 8+9
Cosign Pressure +/_0 0 psf +1-82.6 Pat +t-75,0 Psf
29" Head/5111 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 Cq+1 C4+1 C5+1 C5t1C4+1 C4+1C5+1 C5+1 C4+1 C4+1 C5+1 05+1 C4+1104+1
a. DLO Jamb t0 8 8 8 18 0 8 8 10 8 8 $ 12 10 8 8 12 1
0 14 10 10 10 10 1 14
c P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+6 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 8+9 8+9. 8+9 1 8+9 1 8+9 1 B+9 8+9 1 8+9 1 8+9 1 8+9 {
E Des/ga Pleasure +/-90.0 pst +1-82.6 psf +/-75,0 psf
tOHENGTH 136" HeadiSill 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 CS+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 G5+2 C5+2 C5+2 C5+2 CS+42" DLO Jamb 10 8 B 6 10 8 0 B i2 16 8 8 12 10 8 $ 12 10 10 10 12 10 t0 10 P-hook 7+8 7+8 7+$ 7+8 7+8 7+8 7+8 7+0 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 0+9 8+9 Design Pressure +/-90.0 pat See Note A ow +1.82.5 psf +1-75.0psf OH RATIO�141" HeadlSlll C6t2 C5+2 C4+2 C4+2 C8+2 C5+2 C6+2 C5+2 C6+2 C5+2 C5+2 G5+2 C6+2 C6+2 +2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 0512 C6+2
DLO Jamb 10 B 8 8 12 10 8 8 12 10 B 8 14 t2 8 6 14 12 10 10 ?4 10 10 10
P-hook 7tB 7+11 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 0+9 0+9 9+10 9+10 +t0 9+10 9+10 19+1019+10 9+10 9+1019+10 1 9+10 9+10
NOTE A:+/-90.0 PSF FOR GLASS TYPES 41,'4,A,6,GA,7A, 8&8A; +1-87.1 FOR GLASS TYPE 7 i
NOTES: EXAMPLE ON SHEET 9 OH LENGTH I
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO=OH HEIGHT
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DLO WIDTH=
DP IS MO PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7"
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 complying with the Florida
TABLE 3:MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= ""
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION'IS' HoA-ng CNOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" Hoa-No. 77.0420.12
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Date 0211712020
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. miarht-Da-e roe cu t contror
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 Lockstlie @ Jamb Stralght Astragal Locicstile @ 90'Astragal Lockstiie @ 235'Astragal Lockstiie @
Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dpryStl£e Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal - outside Corner Outside Inside
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NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (9)P-HOOK ANCHORS, SEE"CS"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS,
SPLICE DETAILS.SHEET 10 FOR FOR ASTRAGAL
NOTE EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
THIS POCKETS AND 48"NOM CLUSTER,SEE
SHEET SEE POCKET (10)P-HOOK r------- - PANEL WIDTHDETAILS,SHEET 11 X x -
JAMB x x x TMAX
MOUN71NG x TMAX
x X-
INSTALLATION, ADAPTER X x
THIS SHEET ANCHORS MIDWAY 101 3"MAX
&SHEET 14 BETWEEN P-HOOK 4 PAIRS OF
ANCHORS&AT 3" 01
14'MAX. FRAME ANCHORS
FROM TOP&
I A, O.C.'C ANCHORS (TOTAL8
12 C) UNIT ANCHORS)
BOTTOM 21"MAX.
4.061' 18"MAX.TO OPENING P-HOOK HEIGHT D.C. (ER JAMB
EDGE OF POCKET SEE (SEE JAMB
D.C. 0 ANCHORS x
z
INSTALLATION DETAIL
DE1AILS'Jc'&'KC', BELOW)
M 0=P-HOOK
END PANEL SHEET 14&PART MOUNTING
\—ANCHORAGE .0. 3"MAX. ADAPTER
DETAILS'J'&'K' ix$ I I I I I
24-MAX, (2 ANCHORS) SHEET 19 FOR 1�' a, 'ANCHORS
O.C. _T MAX.
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+2' X END PANEL
x ------
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X. ANCHORAGE(SEE
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ETCH BELOW) SKETCH BELOW)
T CENTERLINE Al ANCHORAGE
(SEE SKETCH \—.+
ANCHORAGE I' 'PANEL x I x , .
/Y A 2"
'r
8"MAX.,TYR L T ANCHORAGE
OF PANEL I ANCHORAGE ANCHORAGE ANCHORAGE 2.04"
24"MAX. 2 TRACK,90-OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN I
D.C. 148"x 96-NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET I END PANELANCHOR EXCEPTION.(-+I'ANCHORAGE ONLY): ANCHORS MAY BE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCETONFXT EXTERIOR AS NEEDED TO ALIGN THE
48" CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: CLUSTER TO BE HEAD OR SILL IFA SPLICE
NOM. INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS, 24"O.0 OR LESS 21 OCCURS AT THE P-HOOK.
USE SPECIFIED CLUSTER FROM APPROPRIATE !!I i MAX. PRODUCT REVISED
PANEL SEE"C5"CLUSTER Z5 O'C' as I with the Florida
WIDTH TABLES,SHEETS 6-8 AT EACH INTERLOCK AND I B.complying
ply ng
DETAILS,SHEET 110 [--CENTER—OFENOPANFL Building Code 17-0420.12
POR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" NGA-N..
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR - rxpirAti.n D.!g
`7 ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24-,OTHERWISE ANCHORS ARE NOT p2/17/2020
REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABCVE�
ADDITIONAL ANCHORS 24"D3.5° .C.MAXIMUM. 6"MAX. Miami-Da roduct Control
By
F ;.1 z_ cENTERLINE JAMBS&P-HOOKS 6"MAX,FROM BOTTOM,21"MAX.ANCHOR PAIR D.C.(JAMBS),14-MAX.ANCHOR
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2-1T:RA::C:Kj
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
'+2"ANCHORAGEANCHOR PAIR
REQUIRES SEE'C5'CLUSTER END PANEL
C6"CLUSTER,.SEE CENTERLINE OF DETAILS,SHEET 10 CENTERLINE ANCHORAGE
DETAILS,
MAX.
4�0511' 3.5" 1
LS,SHEET I I FOR ASTRAGAL ASTRAGAL
(2 ANCHORS}
INTERLOCK TRAGAL
L
DETAILI. if
p\1 YNIV
EXTERIOR 2"
CENTERLINE ANCHORAGECENTERLINE CENTERLINE No.58705// ANCHORAGE--/
OF PANEL 3 I OF PANEL 4 i OF PANEL 5
SEE HEFT 11 FOR OTHER INTERMEDIATE ANCHORS
1070 TECHNOLOGYORI
N.
VENICE,Pt 34275 ANCHORAGE SPACING&EYMPLE PLANS
CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. CMT.OFAUM,929296 SERIES 770 ALUM.SGD-LM IMPACT
1 1�,W_ III
SOD-770 NTS 1 9 22 PG770130 c P.E.0 58705
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ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAL.
INTERLOCK--t—IF NEEDED INTERLOCK--I CONDITION,USE INTERLOCK IF NEEDED 2.04" 2.04"
CENTERLINE 1 3.5' CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 1.75" EXTERIOR 6"DIAG.
1.75" j �— T' 7" 15"r-�t
5 21"
DIAG. 4"DIAG MAX.
D.C. EXTE IOR
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2.0
W 4' 21'
F 5.64" MAX.
EXTERIOR4!'DIAG. I
7' EXTERIOR 7"' EXTERIOR '3's" 6"MAX.
7"
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADYSILL
Q ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER f--2-TRACK
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,'CV) ANCHORS ARE REQUIRED,-CS") FRAME Aklii 6"IMAXI
ANCHOR PAIR
F4-TRACK
ASTRAGAL OR L_.SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR
__� SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK--J__IF NEEDED INTERLOCK-^ CONDITION,USE INTERLOCK IF NEEDED 2.04' EXTERIOR ANCHOR PAIR
CENTERLINE CENTERLINE �.C(5-CLUSTER DETAIL) CENTERLINE
7.
ANCHORS MAY BE INSTALLED
21" "EITHER IN THE EXT.OR INT.
A
MAX,
2.04" 14"DIAG. MAX, TRACK(INT.SHOWN)
4.0 t4 0 1 2.04" O-C. 6 NOTES:
1.ALL DIMENSIONS SHOWN
-06" 4.08' 5.6,4' ARE BASED ON MIN.
EXTERIOR EXTERIOR 4"DIAG. EXTERIOR 3.5-
7 15" -MAX' ALLOWED.
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HFADISILL 2.FOR HEAD OR SILL SPLICE
7 .51,
0 ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK. A_ASTRAGAL OR INTERLOCK LOCATIONSIANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,-C4') ANCHORS ARE REQUIRED,"CV) ANCHORS ARE REQUIRED,"CV) ANCHOR PAIR PRODUCT REVISED
h
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED as-0mPIYIv9 with the rl.lid.
Building Code
INTERLOCK--f—IF NEEDED INTERLOCK-� (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITIONS ONLY. NOA-No. 17-0420.12
CENTERLINE I
CO' USE
CENTERLINE I C6'CLUSTER DETAIL) CENTERLINE USE THIS DETAIL) SPLICE LOCATION ExPiration Date 02117(2020
— 1.75" Tir NEEDED By
— 3.5. 3.5" 711\ 3.5" Fr. U.t Control
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(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
ANCHORS ARE REQUIRED,'Ce) ANCHORS ARE REQUIRED,'CLY') WITH&WITHOUT SPLICE CONDITION Iz
}OTO TECHNOLOGYCRIVE STA
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6.12" ?4'DIAG. 612" ?4"DLAG. 8.94"3.5" 3.5"
EINTERIOR 7INTERIO INTERIOR
90 3. " CENTERLINE
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. OF PANEL
° F-1 its
3.5"° 4,. 3.5" 4" °3.5" °
35'..
° 4„ „+2"ANCHOR
2.04" EXTERIOR 2.04" 7" 2.04" EXTERIOR 4" 2.04" 7'
EXTERIOR EXTERIOR 8.94"
2.04" 4"DIAG.
90°CORNER 90°CORNER 135°CORNER 435°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"04" ANCHORS ARE REQUIRED,"C6") OF PANEL
4.08"
INTERIOR INTERIOR
EXTERIOR 4.06"
"+1"ANCHOR "+3"ANCHOR
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° 3.5" INTEwaR 7.41" .,,.
90° 7" 135" 2.04" 4"DIAG.
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CENTERLINE I_OFPANEL
4" 3 5OF PANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR 7" 4° INr R ON "+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT
7 EXTERIOR
ALL
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3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD(SILL V
("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
6.12 Building Code
INTERIOR INTERIOR 2.04•' NOA-No. 17-0420.12
2'04 OAT' 3.5 - Expiration Date 02/17/2020
EXTERIOR CENTERLINE /
4" INTERIOR 5.88" OF PANEL By
M1amI-Cad rodoct Control
INTERIOR 90° 3 5„ 135° "+3"ANCHOR
4" 7., 2-04" --
D AG.
6.12" IAG. 6.12" C' 3.5"
l
7 EXTERIOR
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2.04" -0" q"DIAG. Ex7ERI0R 4° 3.5"—' IVCNTE,11��lINE ` p1Y LYN
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EXTERIOR 2.44" I`—OF PANEL `�C1O'' 'iCEN '•?.�7f(��i
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(���° INTERMEDIATE ANCHOR LAYOUT -
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
NOTES: b jJ
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
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2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VENICE,FL 34276 ANCHORAGE EXAMPLE CLUSTERS .F<oRio ,.•'��
(9411480.7000
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. r �l C1
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INSTALLATION DETAILS EMBEDMENT: TABLE A.SHEET I EMBEDMENT:SEE TABLE A,SHEET I MIN 0 1 F 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THEMETAL SUBSTRATE
SEE TABLE A,SHEET i' SEE TABLE A,SHEET I SEE TABLE A,SHEET I
DI T
EDGE
SEE TABLE
A
A
E
SHEETE
T EDGE DIST
B
ANCE'
SEE TABLE_A,SHEET
I/ NOTES:
2 /16 2-1/16-'
EXTERIOR 1 114" 1/4" i 1/4-� 1.ALL DIMENSIONS
MA
SH
MAX. MAX. SHOWN ARE BASED
SHIM EXTERIOR SHIM EXTERIOR SHIM ON MIN.ALLOWED.
EMBEDMENT: 2.METAL OR WOOD
SUBSTRATES MAY BE
SEE TABLE A, USED FOR ALL FRAME
SHEET I WO P iS S C TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
2 SEE ANCHOR NOTE SE S 0 .. 0 S C 0
TYP.,SEE ANCHOR S TYP., ANCHOR SEEANOHCRNOTES SEE SEE ANCHOR NOTES
NOTE 3,SHEET I &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET I NOTE 4,SHEET I &TABLE A,SHEET I DIAGONAL O.C.IS
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD L
WOOD INSTALLATION (D WOOD INSTALLATION MIN 4-(HEAD&SIL)
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
E 3,SHEET I SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET I NOTE.4,SHEET 1
TABLE E
A
ANCHOR
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SHEET P
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NO�E TSI AIIL ASH
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1(1 W MAX.) SHEET1 S EET
MAX.)
4 A
(1/4'MAX.)
EXTERIOR T EXTERIOR f EXTER(OR EMBEDMENT:SEE
<�] <� 21 <�] TABLE A,SHEET 1
2-1116" 2-111l 2-1/16"' EDGE DISTANCE:
EDGE*DISTANCE: EDGE DISTANCE,: SEE TABLE A,SHEET I
SEE TABLE A,SHEET I SEE TABLE A.SHEET I
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I
2-TRACK FRAME SILL 3-TRACK FRAME SILL ft TRACK FRAMESILL
ow T
WOOD INSTALLATION WOOD INSTALLATION AL INSTALLATION
T
N ALLATIDN
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 as plying with the Florida
Building Cade
EMBEDMENT:SEE NOA-No. 17-0420.12
TABLE A,SHEET 1 EDGE DISTANCE: Expiration Date 02/1712020
SEE TABLE A.
EMBEDMENT:SEE METAL TYP., SHEETI
---I EDGE DISTANCE: SEE ANCHOR TABLE A,SHEET I EDGE DISTANCE: Q SEE TABLE A, NOTE 4,SHEET 1
2X WOOD — SEE TABLE A, 2X WOOD p SHEET
SEE ANCHOR
TYP.,SEE ANCHOR— I SHEET TYP., 2-1/16"
NOTE 3,SHEET I NOTE 3,SHEET 1
SMS ANCHOR
2_111 SEE ANCHOR NOTES
WOOD ANCHORTYP R 2-1/16— &TABLE A,SHEET I MIN.OF 3
WOOD ANCHOR TYP.,
SEE ANCHOR NOTE9. TYP �--j
SEE ANCHOR TYP.,
THREADS
&TABLE A,SHEET 1Y A,SHEET I BEYOND THE ()JAY LY
EXTERIOR EXTERIORMETAL
EXTERIOR
1/4!'MAX.SHIM 15 SUBSTRATE
114-MAX.SHIM
15 1/4"MAX.SHIM Na,58705
6 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
WOOD INSTALLATION. 0 WOOD INSTALLATION Iw METAL INSTALLATION
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i LLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE TABLE A,SHEET 1 CONCR TE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PERTABLE PER TAB PER TABLE ON MIN.ALLOWED.
A,SHEET 1 2-1116"` 2-1116.. 2-1116"`
A,SHEET A,SHEET 1 114" 'DIAGONAL O.G.IS
EXTERIOR p 1;'.;:.''.':: i'.. MAX.
.;.r',L';@^'' ' �'� y',._:-?':� � ': :�i:� SHIM MIN 4"(HEAD&SILL) �
TT 77 OR 6"(JAMB)SEE
EMBEDMENT: J T EXTERIORt EXTERIpR DETAILS,SHEETS
SEE TABLE A,
SHEET1 SHIM + SHIM `D.
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., P OPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED iX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& COD BUCK TYP.,SEE SEE ANCHOR NOTES'& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 CHOR 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 4-TRACK FRAME HEAD
Ac
CONCRETE INSTAL Ec .CONCRETE INSTALLATION cc CONCRETE INSTALLATION
CONCRETE A TYP., P SECURED 1 CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOT WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP„SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEEANCHOR SEE ANCH R SEE ANCHOR
NOTE 5,SHEET NO 5, NOTE 5,
1(1t4" � SHE HEE 1� SHEET 1�
- 1 (114"M ) <> (114"MAX.)
EXTERIOR EXTE ft '( EXTERIOR
....... . ..... :...e. _
:.,
2-1/16"" _—„,.�_�..,,,.• CONCRETE
2-1116"• 2-1116"' - PER TABLE
EDGE DISTANCE: CONCR E EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER BLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
E DMENT:SEE TABLE A,SHEET i EET 1 EMBEDMENT:SEE TABLE R,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
gCK FRAnA 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION W CONCRETE INSTALLATION
-- EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 as complying with the Florida
Building Code
EMBEDMENT:SEE NOA-No. 17.0420.12
TABLE A,SHEET 1 — EDGE DISTANCE. Expiration oat-02/17/2020
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT:SEE ONC.ICMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 ey
TABLE A,SHEET 1 +—�I P.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Miam.-baT roducf Control
' EDGE DISTANCE: TES&TABLE A. SHEET 1
PROPERLYSECURED w:
SEE TABLE A, SHEETI 2-1/16"+
1X WOOD BUCK 7YP., SHEET 1
SEE ANCHOR NOTE 3, CONCJCMU ANCHOR
SHEET 1 TYP.,SEE ANCHOR
CONC./CMU ANCHOR 2-1!16"' PROPERL SECURED NOTES&TABLE A,
TYP.,SEE ANCHOR 1X WOOD UCIC TYP., SHEET 1 CONCRETE
NOTES&TABLE A, SEE ANCH R NOTE 3; CONCRETE t 111 I I r I ff
OR CMU
CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE N ,
EXTERIOR SHEET 1 OR CMU PER TABLE II�� A,SHEET 1 �`�'�'4tCFNS• /ir
n PER TABLE EXTERIOR A,SHEET 1 •<��''
V 114"MAX.SHIM 1-- A,SHEET 1 J4"MAX.SHIM �)I»— =y�
1/4"MAX.SHIM I----' _ No.58705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB p 4-TRACK FRAME JAMB - �\
6c CONCRETE/CMU INSTALLATION Nc CONCRETE/CMU INSTALLATION is CONCRETE/CMU INSTALLATION 1 .•�`
1070 TECHNOLOGYDRNE
M VEVICF,FL 34275ANCHORAGE DETAILS •',rt ORIO?..
(WI)asoasoo ,: 7'7is70NAL Sa\t'
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JR oa7osn C NO CHANGES THIS SHEET.
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I
j INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN, ON MIN.ALLOWED.
_
INSIDE PACKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE
C> SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYR _ '.` TABLE A,SHEET 1 ALL APPROVED
SHEET 1 29 ILLUSTRATION,SHEET 9 ? •:`":r. SUBSTRATES.
1-114"MIN.EDGE DISTANCE
•"�: EXTERIOR 3.SEE TABES 1-3,
DISTANCE:SEE ::?
T BLE A,SHEET 1 EMBEDMENT: 2� i SHEETS 6.8 FOR
SEETABLEA, „ P-HOOK MOUNTING26 REQUIREDP-HOOK
EXTERIOR
SHEET 1 '';; _1."S ADAPTER CONC./CMU AND P-HOOK
PHOOK WOOD ANCHOR TYR, f '', t.''. •' '`• ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. I
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT'SEE 4 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)
JwP-HOOK FOR USE WITH FLAT SILL RISERS E 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/CMUINSTALLATION INTERIOR MOUNT SHOWN
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1: ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A.SHEET 1 ANCHOR TYP.,SEE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1 ;.:''” !'.;' r. ANCHOR NOTES&TABLE A,SHEET 1
SUBSTRATE &TABLE A,SHEET 1 Y' ?:.':• ?: ;~:;.:`.+
28 SEMBEDMENT: {`;.f •:.' ^•':'' 'N• °• (ALSO SEE TVP. PRODUCT REVISED
(ALO SEE TVP. ILLUSTRATION,SHEET 9)
ILLUSTRATION, ' SEE TABLE A, as complying with the Florida
Building cc o i
EMBEpMENT: SHEET 9) SHEE71 ;;4 x:., 26 NOA-No. 17-0420.12
SEE TABLE A, GE DISTANCE:SEE .moo,wonuuC Explratlon Date 0 211 712 0 20
SHEET 1 TABLE A,SHEET 1 1-1l4"MIN.EDGE DISTANCE
By
Mlaml-Dam Product control 3R
&TABLE A,SHEET 1
P-HOOK SMS ANCHOR TYP.,
EXTERtoR P-HOOK TYP,
EXTERIOR
SEE ANCHOR NOTES ANCHORR TVP.,SEEEE f i
ANCHOR NOTES&TABLE V I
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9)
iiuln1u11 I
P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS 1
��......•. i� I
w PARTS#19.#21 #23 OR#25. Ke PARTS#19,#21,#23 OR 25 L/j
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR
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yq-.' No.58709
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY i =
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70 7HNOLOGYDN.VENICE FL 37276 , � lei`'lS ''�4ORIDP,.•''•�� ` I
ANCHORAGE'DETAILS
M11480.160D ,m,• /",'111111111i0"ONAL 0"'\
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MAX.UNIT
HEADER DETAIL W, WIDTH MAX. NOM.PANEL WIDTH MAX.UNIT WIDTH
SHEET 18;INSTALLATION DL TYP.PER TABLES 1-3
DETAILS'Aw'&'Ao%
SHEETS 12&13 WIDTH
NOTES: z EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL _w�
PANEL CONFIGURATIONS AS go.
APPLICABLE.SEE DP/ANCHOR PANEL PANEL CORNER DETAII TIT,
TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL
PANEL HEIGHT AND WIDTH.SEE TYPE 'AS' TYPE SHEET 19&CORNER
SHEETS 18&19 FOR SECTION W NOMI. w MAX.UNIT ANCHORAGE SHEET 11
DETAILS AND SHEETS 12-14 FOR MAX. PANEL MAX HEIGHT INTERLOCK DETAIL
PANEL
DL
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WIDTq_
P:EL7�
Ty
'A'
INSTALLATION DETAILS. PANEL DLO PER 'M',SHEET 19
2)(1)LOCK(ITEMS 75&107-110)ATHEIGHT SEE WIDTH PERP
HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE,LOCKING INTO —
KEEPER(ITEM 103)AT FRAME JAMS NOTE 2] TABLES 1-3
OR ASTRAGAL, JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE x 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK x x 'GW&'Ge,SHEETS 12&13
COMBINATIONS PER DP/ANCHOR L L
TABLES. go. DLO WIDTH=NOM.PANEL WIDTH-71'
SILL DETAILD',SHEET 18; DLC HEIGHT=DOOR UNIT HEIGHT-10"125'
INSTALLATION DETAILS EXAMPLE:90*INSIDE CORNER,4 PANELS-")0( PANEL HEIGHT=DOOR UNIT HEIGHT-1.B66'
'DW&'Do',SHEETS 12&13
SILICONE HOT-MELT BUTYL
STRUCTURAL
SILICONE STRUCTURAL SILICONE 3/i6'NOM.
BYOTHERS POLYISOBUTYLENE— 1W NOM. FOAM
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INT.GLASS INT.GLASS NoA-N.. 17-0420.12
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FDA STAINLESS STEEL
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Part# Description Material EXT.GLASS
124 Kommading—4SG TPS Spacer System ()JAI LYNA/
0 ..........I 4,fz "11
125 Quanex Super Spaoer nM with Hot Melt Butyl See this
Sheet for INT.GLASS
126 Quanex Ouraseal Spacer Materials VINT.GLASS • Nc.58705
127 Carclinal)(1-Edge Spacer @DURASEAL@SPACER (qXL EDGETP SPACER
REFERENCE TEST REPORTS:FTL-8717,8968&8970
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CONFIG. EXAMPLESINTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 16
//-,M',SHEET 19 OPERABLE JAMB DETAIL`GT,SHEET 18;
INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
ZD JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL W,SHEET 18". MAX.
S,v,lHiEET18;I TALLATiON DETAILS'Ll'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'AW&'Ac, DLO
DErAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&-Ae,SHEETS 12& 3 SHEETS &13 WIDTH_ JAMB DETAIL SHEET
TYR 18,*INSTALLATION DETAILS
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MI D
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TYPE TYPE TYPE TYPE TYPE PANEL
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PER SEE TABLES Is; MAX. WIDTH TYP, SEE TABLES CORNER ANCHORAGE
DLO TABLES 1-3 NOTE 2INSTALL DLO PER NOTE 2, 1-3 SHEET 11
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0 x x x SHEETS12EXTERIOR NOM.PANEL
&13 x x
X x WIDTH TYP.
PER TABLES
SEE FRAME& MAX.UNIT WIDTH
PANEL CORNER SILL DET NJ MAX.UNIT WIDTH---'
MAX.UNIT WIDTH J L'D'.SHEET 18, 1-3
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
• DETAILS SHEET 16 (2-TRACK) 'Dw'&Dc!,SHEETS 12&13 EXAMPLE:90*OUTSIDE CORNER-XX=(2-TRACK)
ASTRAGAL DETAILS'Ll'& INTERLOCK DETAIL'M',SHEET 19 JAMB DETAIL III,SHEET 16;
INSTALLATION DETAILS'lw'&
T� L2,SHEET 19 INTERLOCK DETAIL W',SHEET 19 'Ic',SHEETS 12&13-\ HEADER DETAIL'C',SHEET
HEADER DETAIL INSTALLATION DETAILS
IS',SHEET 18; 'Cw'&'Cc',SHEETS 12&13
JAM13 DETAIL 1112!,SHEET P-HOOK DETAIL'J'&W,SHEET
JAMB IL'121,SHEET 18;INSTALLATION
18;INSTALLATION DETAILS 19:INSTALLATION DETAILS'Jw', INSTALLATION
`HW&'Hc',SHEETS 12&13 'Ja`,XW&Xd,SHEET 14 D ETA I L w2&,181,c,, DETAILS'Iw'&'Ic',SHEETS 12&13 PRODUCT REVISED
SHEETS1 as with the Ff.rld.
MAX.UNIT WIDTH MAX.UNIT WIDTH -------------I 8.==
NOA-N.. 17-0420.12
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'PANE PANEL PANEL PANEL PANEL 'PANEL PANEL PANEL
7
TYPE TYPE TYPE TYPE TYPE TYPE TYPE By f
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MAX.UNIT, NOM. 16 NOM. UNIT
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o x 0
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x x x ,
x
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;l EXAMPLE:XXXO SILL DETAIL'P SHEET 18; ✓ =tt No.58705
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00 2R INT CORNER
90 LOCKSTILE SO LOCKSTILE 90 RECEIVER 90 RECEIVER -xT CORNER R
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W
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ASTRAGAL EXTERIOR(1119)OR INTERIOR(#120)CORNER
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WIKANOLE#120*- �232*
w — SILL RISERS OPTIONS
z EXT CORNER 232"
< 00 LOCKSTIk .*— QT QS 232" EXTERIOR
Wj HANDLE#119 "1 PRODUCT REVISED
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EXT CORNER -1 .062'
B.RECEIVER*
EXTERICa Building Code
1111IDLE CT CS 062" NOA-11.. 17-0420.12
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.75(r
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136 RECEWER,,*'l VS VF EXTERIOR
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35 RECEIVER WT WS WF .908" 4.055'062, 3.305"
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'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8
0
1070TECHNOLOGYORME
N.VENICE,Ft 34275 PANEL TYPES
(941)4eO-f609
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JR
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH
60 OR 81
105
LOOK PAR
FULL LENGTH 14 17
14 106 OF JAMB 6
60 OR 61
L E
ep
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18
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OR 61
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EXTERIOR
121 SEE DETAIL ON SHEET 16 n121 SEE DETAIL ONSHEET IS y21 SEE DETAIVON SHEET 15
2
112
4
45 5 113 5 113 5
52 51 69 EXTERIOR EXTERIOR'
EXTERIOR 63
PRODUCT REVISED
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52 51 72
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28 28 30 7 11 113
27 63 26 27 63 103
62 111 63 60 OR 61
60 OR 61 60 OR 61
29 14 65
29 120
66 65 5
lu EXTERIOR 62 EXTERIOR 62 EXTERIOR INTERIOR 90* EXTERIOR
P-HOOK FOR FLAT SILLS, (CEt P-HOOK FOR BOX SILLS EXTERIOR INTERIOR
L . W EXT.MOUNT ONLY 90* OCK PART 6D OR 61
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(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN)
lj�INTERIOR PRODUCT REVISED
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31 OCK PART NOA-No. .11.17-0420.12
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61 103
32 EXTERIOR 61
11 6
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JR 10110114
Item PGT PGT# DescriptionItem PGT PGT# Description NOTES:
Dwg.# Dwg.# 1)ALL ALUMINUM=6063-T6
1 17306 817306 2-TRACK HEAD BO 17325 817325 PANEL STILE _
2 17303 1 817303 2-71RACK HEAD WITH SCREEN RAIL 81 17328 1 617328 IPANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,8499,
3 17309 -617309 3-TRACK HEAD 02 17327 017327 HITERLOCKADAPWR 121&122 ARE NOT USED AND ARE
4 17312• 617312 4-7RACK HEAD 83 1225 1 6TP248 IVINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 817314 FRAME SCREW COVER 64 1729 1 71729 ISILL END WEATHERSTRIP PAD
8 17317 617317 FRAME IJEAD/AMB ADD-ON 85 17328 1 617328 IiNIERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES j
7 17304 617304 2-TRACK SILL, 87 17329 1 847329 JASTRAGAL MIN.#10 SMS OR 3/16"MASONRY
8 17301 617301 2-TRACK SILL WRH SCREEN RAIL 80 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 2A"MAX.Q.C.
9 17307 617307 3-TRACK BILL 69 17324 617324 TOP&BOTTOM RAIL.
10 17310 817310 4-TRACK SIU- 70 17350 417350 WEATHERSTRIP EXTENSION(WJECTFON MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71095 1-1/2"X 1'X314"HIGH FIN SEAL OUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN ENDADD•ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. -
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-099,DOW495 OR GE-7700 �
15 1T302 817302 2-TRACK JAMB WITH SCREEN RAIL 76 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONO TRIM PLATE
16 17308 817306 3-TRACK JAMB 78 71032X1FPFX #t032 X V FL SS SCREW WI TYPE"F"TIP _
17 17311 017311 41RACK JAMB 77 1 1 7103239 10.32 STEEL ZINC U-NUr 11
18 17322 BIT322 SILL RISER-FLAT,FLUSH,i-V2" 79 1 17357 1 617357 P IG BEAD
19 17319 617319 SILL RISER-BOX FLUSH,1-112" 80 17359 1 817359 7110"BEAD/FWD PANEL CLP
20 17321 017321 SILL RISER-FLAT,LOW,2-112" 81' 17360 617360 Wi6"BEAD
21 17318 817318 SILL RISER-BOX LOW,2-1/2" 02 1224 UTP247K IVINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 83 BIT45 1745 [LOWE INC,V2"X 1116"SGL SIDE ADH.TAPE,POLYETH.
23 17354• 817354 SILL RISER-BOX MEDIUM,3-1/4" 100 6052 40052 JROI LER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 72087 JAMB BUMPER
25 17320 017320 SILL RISER-BOX HIGH,4" 102 1690 71690 JOUSTPLUG '
26 17333 617333 POCKETP-HOOK 103 8188 78168X 1"!KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 853 7SOKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 1(15 17344 017344 FVED PANEL CLIP-6"LONG
29 17335 817335IP-HOOK COVER 1(J6 17352 617352 FDZI)PANEL RETAINER-WIG'
30 17348 617348 POCKET R100K FOR BOXRISER 107 1739 71739 HANDLE Klr-NTERIOR RAISED WITH THUMB TURN ;
31 17370 017370 1135CORNER 108 1740 71740 HANDLE KR'-RAISED EXTERIOR HANDLE '
32 17378 1 017378 105 FWD MOUNT 109 1731 78162SN HANDLE Kir-RECESSED NTERIOR WITH THUMB TURN PRODUCT REVISED
ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL as complying with the Florida
40 4319 812258 SCREEN SIDE RAIL-LOCKSTILE 111 710X14PPSDAX INC X3/4"PH:PN.TEK-S.S. Sending Code
41 7LOCKWOSK SCREEN LOCKSET 112 1235 67S18 WSTP,.27OX.170-FIN SEAL Now-No. 17-0420-02
42 41818 SCREEN KEEPER SPACER SET- 113 1712 84066 .187"X230"FPISEAL Expiration Date 0 211 7/202 0
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OXIISPPX #10X1-1/2"
By
44 4428 04428 SCREEN DOUBLE 14TERLOCK 115 710)PPT #tO X 1" Miami-Dad'Pro uc Control
45 4317 612256 SCREEN TOP RAIL 118 720XIX 414.20 X V S.S.
46 4318 612257 SCREEN BOTTOM RAIL 117 720X112X #14-20X 1-1/2"S.S.
47 BBB 7SRAZ STANDARD ROLLER 118 17338 617338 90 DEGREE CORNER RECEIVER
48 668 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL _
49 4344 64344 SCREEN ASTRAGAL 120. 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 .17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER,71W
51 1092 01692 SCREEN SPLINE-.165"
.52 1694 01694 SCREEN SPLINE-160' 11111111111////
53 . 61816020 SCREEN CLOTH ��,`�.�..•""'•�,!L/j 4!
54 1725 1/2'X 4"X 1116"SET.BLOCK,NEOPRENE 85*/5
,CE r(
55 1720 P X4'X 1/18"SET.BLOCK,NEOPRENE 85 s/-S ` P'• ••'m�/�
No,58705
10707EChWOLOGY0RNE a"°rd1'� '••;�L OR1D?.•'' \�.� ')
M VENICE,FL 34275 PARTS LiST '' S •••••
ONAL
(st1/4eo rsal K -- 0,,"
R.n46r. 6nnr 8awt r. CERT.OFAIlnG 420296 SERIES 770 ALUM.SGD-LM IMPACT
JR 04/05g7 C NO CHANGES MIS SHEET. torm:6l —0. """' — suet —
a.+41rm. + A.LYNN MILLER,P.E.
0mxo6r am: 0. wm: Fvn66uen>�a we m 5.17-7711NTS 20 a 22 PGTO130 C P,E.450705
JR 10!1011 f u++r TMrO�"��
�s
1.36"
1.36"
0.080"
11.872"(�
1.211" JL-J- It 1.505"
6,081" 1A19"
0.081". O2-TRACK HEAD � 4-TRACK SILL 0 081" 0.062"
10 SCREEN
{6063-T6 AL) (6063-T6 AL) aU S71LE
6.198" (6063-T6 AL)
8426" -•.-----� 5.069"
0.080"
-•+- --y � 1.045"
FIR T1.2+11" 1.505" �-I
1 1.993" 0.062"
0.081 12-TRACK HEAD WI SCREEN TRACK.-_L �g 3-TRACK SILL �ppp���WWW"'111111
(8063-T6 AL) (8083-T6 AL) t4 EN
2-TRACK JAMB 45 TOP RAIL
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRACK JAMB W/
6.221" is SCREEN TRACK
0.080" (6063-T6 AL) -^{ 1.36"
1.211"
1.505" I! 0.875"
-1 1.36"
rn___i I 1.993"
0.081" Q 3-TRACKK HEAD �e 2-TRACK SILL WI SCREEN TRAGIC L 0.062"
{6063-T6 AL) (6063-T6 AL) 0.081" SCREEN
4g BOTTOM RAIL
L+-- 9.142" � (6063-T6 AL)
4,49" 0.081"
0.080"
PRODUCT REVISED
as complying with the Florida
nT FT1.505" 7.105"
1,211" Building Code
NOA-Na. 17.0420.12 IFT! - - '
rFPF 9.141" Expiration Date 0211712020
0.081" Q4-TRACK HEAD7D2-TRACK SILL
By
6063-T6 AL 3-T6 AL
( ) (606 ) Mian(-Dad's Product control
1.514" I F -
0.06 0.060"
2" '��!
0532" 0.760"
1.260" r7
y 0.060" 1.b16" 1.
990" `ttUtiu+ii�f
OFRAME-HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
ADD-ON 12 ADD-ON 1s END ADD-ON 1s 3-TRACK 4B M1`�C1�,•'' UGENSF '��(�
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS No.58705
OR 3116"MASONRY OR 3116"MASONRY t7 4TRACK JAMB - /� *_
'•,t.�t
SEE SHEET 17 FOR SILL RISERS, ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL)
p •. srA
1070fiChWO,fl.YDR E '�C�s•-•;c10RlOP•,•''�C��ti I
EXTRUSIONS
(091/460-1699
rm�6r. nam x..r CERZ..OEAUrH#29296 SERIES 770 ALUM.SGD-LM IMPACT
JR Ort .7 C NO CHANGES THIS SHEET '-"""
cannuar�renir � .wn..xnvr �'"' '�^"�'�� a"i°"M` A" A.LYNN MILLER,P.E. i
--,r,1*1 rs"a"e6 m� vor+iwusm�s.+n� 5Go-T70 NTS 21 .+22 PGT0130 C P.E.#56706
JR 10/14114 netrruxrsac3ro
0.718"
21304" 3.802"
2T 3.802" 0.7521, 0.885,
0.062" 0*7E
of 0.574!' 0.062'
V --
0"0.
L
0.07511, OK 23P-HOQK SCREW
-FO70=6=2"
C)EIA E ISSILL P"0 T,MOUNTING
M 02��AP
SC W P-HOOK ?
RE COVER TRACK 0 0.080 P HO TK FOR BOX RISER
(6063-T6 AL) (-6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) FiO 6-1 ,ALT
4" F- 4-
2.30' - 1.488"
1739"
0.062' Li'El
1.600 0.133" 1.600 0.062 3103
0801,- 1.870' 1..888"
.016' 0,325"
1.974" 3J25 0.0 6 2+'"
W2.44"' 3.125.
at 135"CORNER1350 FIXED MOUNT STANDARD STILE HEAVY DUTY STILE @ADIN,ERLOOK INTERLOCK
T
A
(6063-T6 AL) &(6063-T6 AL) (6063-T6 AL) (D(6063-T6AL) APTT
ER ss AL)
(6063-T6 AL) (6063-T6 AL)
3.979" 3.979"
4.125"
0.1075" 1060" 1.060"
0.07115" J
dH-jLF[F 0.062" (;1 3�1
9L- 289"
48
1.1545" IX45" 1.304�' 11
.04;4' '9'.
.046" -T70.
3.25" f .045"
0.126"' 0.281"
OsTANDARD ASTRAGAL Is-a)HEAVY DUTY ASTRAGAL so TOP/BOTTOM RAIL GLAZING 7/16"GLAZING 9/16"GLAZING
(6063-T6 AL} (6063-T6 AL) (6063-T6 AL) 7s GLAZING
SBEAD,FIXED et PRODUCT REVISED
Ing Ith the Florlda
(6063-T6 AL) PANEL CLIP (6063-T6 AL) 'B 16,I'l dIT 1p'dodo'
1.003" (6063-T6 AL) NOA-No. 17-0420.12
Expiration Date 02117/2020
4" 5,621" Miami Dad °roduo control
0.050" 0.75T' 0.080"
(toy FIXED
PANEL CLIP 710-709" 2,893" 0.133" 1,498' �1.131
(6063-T6 AL) 1.498'
0.08W
0.863 D
9' n,2,FIXED PANEL 5.621"
RETAINER 7/8" 2826" @ goo INSIDE CORNER ASTRAGAL LYNNE,
. ......
0.080" (6063-T6 AL) 90*OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
(9(0063-T6 AL)
@106 FIXED PANEL 90*CORNER RECEIVER
RETAINER,9116" (6063-TEAL) No.58705
(6063-T6 AL)
1070 TECHUCLOGYDRIV5 OF --'I
N.VENICE,FL EXTRUSIONS 0 S!AlTrll)/�i
(941)
in a0617 ftb�C -fEET. CgRr,DFA-UT'. SERIES 770 ALUM.SGD LM IMPACT 'ONAL
covrwcvrowrr .22 GTOISO c
17 I"t'0110114 I 7Zm-lm _INTS PE.#50705