HomeMy WebLinkAboutProduct Approval (2) M IAM I•DADE MIAMI-DADE COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 209
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation stibmitted 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. ff 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 re e a licable bui code.
This product is approved as de erem, and has been designed t p y wi ri Building
Code, including the Hi elocity Hurricane Zone.-
DESCRIPTION: S les"SGD-770"Aluminum Sliding G ss Door w/90°& 135°corn M.I..
APPROVAL DOCUME m. GD- LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Ly<Eber
ng e Tountyy
t Control Revision stamp with
the Notice of Acceptand expiration datami-Dade Co oduct Control Section.
MISSILE IMPACTrge and Small pact Resistant
LABELING: Each ua permanent lhe ma rees name or logo, city, state,
model/series, and follon : a roduct Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available,for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
=Date: February
629.06
MIAMMADE COUNTY ,2020,2016
o�kit�7t1�' Page l
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-871.7,FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by-Fenestration Testing Laboratory,Inc.,Test Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
Jorge NL Plasencia,P.E.
roduct Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS(CONTINUED)
4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3).Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031,,FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer),
per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Accep#anee No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas® (Clear and White)Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (cowiwim)
3. Statement letter of conformance, complying with FBC-5th Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No. 14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries,Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° &135° comers- L.M.I. approved
on 10/29/15 and expiring on 02/17/20.
i
1
Jorge M.Plasencia,P.E.
roduct Control Unit Supervisor S
NOA No.16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016 t
E-3
t
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor Substrate Member
Min.Edge Min
Member Distance Eftvs-e t
INCLUDING POCKETS &90°/135° CORNERS
Concrete(min.2.85 ksi) HeadlS 11/Jamb 1' 13/8'
GENERAL NOTES 1 1/4'Elco Ultracon Ungrouted CMU,(ASTM C-90) Jamb only 2.112" 14/4'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouts
2 DESIGN PRESSURES: Ekc 410 Couted CMU,(ASTM C-90) Jamb only 2.1J2" 1-1/4°ncrete(min.3.35 kat) Head/SilWemb 1"
2 Ungro1314'
114"
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. Crete x
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C P.T.So G=0.55 Heed/Sill/Jamb 1"
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4"Elco Ultracon Concrete(min.2.85 ks1) ea IR 13/61
UngPRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT .T Southern
CMU ASTM C-90) Jamb I/J 1" 1-114•
OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,183 or4t0 P.T Southam Pine 3-TV 55) HeadIS9VJamb us. 1.3/6•
WITH T Aluminum,6063.75' _HeadISIII/Jamb 318° 0.083'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B.S.SMS• Steel,A36• Head/S01/Jamb 3/6' 0.050"
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadann) Steel Stud,A653 Gr.33• Head/SIIVJamb 31V 0.0451'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) Head/5111/Jamb 1-12" 13/8•
NARROW JOINT SEALANT. v4•Elco 18-8 S.S. Ungrouted CMU,(ASTM Cao) Jamb only Y t-1/4'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOWS,ANSI/AF&PA NDS FOR Aggro-Gator Grouted CMU(ASTM G90,min.2 ksi grout) Jamb only 2" Y
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG=0.55) Head(SiH1Jamb 1 1318'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) I Head/Sie/Jamb 9/16" 13/8'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 12,Steel SMS GS, Aluminum,6063-15" Head1SOVJamb 3/8° 0.063•
S
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 thmada/in) Steel,A36• Head/Sill/Jamb 3/8' 0.050'
FLORIDA BUILDING CODE;AS APPLICABLE Steel Stud,A653 Gr.33' Heed/SiWJemb 1 318 0.0481•
TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
'"P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZ)NG DETAILS............4,5
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS ANCHORAGE.....................6-14
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8
RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15,16
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18.19
MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.......................20
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS EXTRUSIONS....................21,22
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED
TABLE B,SEE DETAILS ON SHEETS 4&5 as comply]=with the Florida
Glass SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL Building Cada
Type Description(Listed from Exterior to Interior) SHEETS 6,7&8 MISSILE IMPACT RESISTANCE NOA-No. 16.0629.06
G3 6' urinated:2 Utes of 3176"HS Glass W .090'PVB Interlayer STANDARDS USED: Explratlon Date 02/17/2020
G3A 9/16"Laminated:(2)Utes of 114•FLS Glass with.0 ager •2014 FLORIDA BUILDING CODE(FBC),STH EDITION
G4 7116"Laminated:(2)Utes cf 3f16"HS Glass wllh.090'SG Inteda er •ASTM E1300-09 By
G4A 9116'Laminated:(2)Utes of 1/4"HS Glass wlth.090"SG Intedayer •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION Mlaml Product Control
GS 1'Laminated LG:3/16"TExtedor Cep+3/fY'Alr Space+7/16'Lamlmted;(2)Utes of 3116'HS Glass Wth.090"PVB Intedayer -ALUMINUM DESIGN MANUAL,ADM-2010
GSA 1"Laminated LG.:114"T Exlerlor Cap+5118"Air Space+7116"Laminated;(2)Utes of 3116'HS Glass with.090'PVB Intedayer •AISI-S100-07/52-2070
G6 i"Laminated I.G.:3116"TExtedor Ca +318"AJr Space+7/16'Laminated;(2)Utes ot3116"HS Glass wllh.090°SG Intedayer �t7 t.. '..///y -
GSA 1"Laminated I.G.:114'TExtedor Ca +Vill"Ar 5 ce+7116'Lamlmted; Liles of 3fl6"HS Glass with.090'SG Inted er ANNGLA" ANNEALED NOTES: LYNA1'
G7 7116•Laminated:(2)Utes of 3116"ANN Glass with.090•SG Intedayer
"HS"=HEAT STRENGTHENED V+CEySe 'P
GTA 9116'Laminated:(2)Utes of 714'ANN Glass with.D90'SG Intedayer "T'=TEMPERED
GB 1"Laminated I.G.:3/16"TExterior Cap+318"Air space+7/16"Laminated;(2)Liles of 3116"ANN Glass with.090'SG Interlayer "PVB'=.090'BUTACITO PVB BY KURARAY AMERICA,INC. = No. 705
G8A 1"Laminated I.O.:1/4'T Extedor Cap+5116"Air Space+7116"Laminated;(2)Utes of 3116"ANN Glass with.090"SG Interlayer "SG"=.090"SENTRYGLAe BY KURARAY AMERICA,INC.
JR 05,115=16 a ADDEDSPAGERS70SREETIS. 10707[-CHNOLOOYDRIVE GENERAL NOTES AND MAP 0'. FIAT=Or •r'�kr, .)
K VENICE,FL 34x76 mK LORICF;.
ar• ak anr•c t,„y,,�,,,�g SERIES 770 ALUM.SGD-LM IMPACT �'•F��4/Ljht',;,�-•C�yC�'
ommer ods en.rma ose< ® s.e.uae a•r a".: aweer+a a= ILM1rftl Ml��FrR;b.E.
JR 10/1Nf4 CERT.OFAUTH.A29288 6GD•770 NTS' 1 d Z? PGT0130 B R58706
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I
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX. TH LOCATIONS USING DETAIL"Jw","Jc",'Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANE WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 1 3 PERT LES 1-3 t 3 CAN BE OXXXp.
Ell
2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
1 OF ANY 2 STRAIGHT CONFIGURATIONS.
I
j Jw Jc I
MAX.UNIT S / 14 i &H M .UNIT 13 / / 1 I z a o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT 14 1 EIGHT /19 / 14
PER TABLES 13 i PER BLES 1-3 / 1 Y t� "X'=OPERABLE PANEL,
I n e�' 1$ "O"=INOPERABLE PANEL,
- I L� "p"=POCKET
PocxEr 1 Poor 1 �, DETAIL LETTER
x
"W=WOOD OR METAL INSTALLATION
1-PANEL 1 13 2-PANEL W"c"=CONCRETE INSTALLATION
CONFIGU NFIGURATIONS 1 13 L—SHEETNUMBER
MAX.UNIT WIDT - MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL TH c w NOM.PANEL WIDTH wAc c c PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PER TA S1-3 1 t3 17 3 PER TABLES 1-3 1 13 izt t 13
1
IM
1 Jw c 2 1. 19 1s is INC
13 fL is s 14 1 IoeG MAX.UNIT t c 1s t 1s 1 10 io�q
MAX. NIT 1 1a 1a 1 laay HEIGHT ,e 1 1s
HEI HT I 1a s 11
W PER 1 13 '�'
PER TA LES 1-3 / / / lY0 _
/ / / I O��TABLES 1-3 { / / / i a�
Er Icy I
I .1L I
3-PANEL CONFIGURATIONS1w 1a w 4-PANEL CONFIGURATIONS
1 3 1 13 1w 3 13
MAX.UNIT W TH MAX.UNIT WIDTH
NOM.PANEL WIDTH w PRODUCT REVISED
H Ac "' BO 3 as comp)yIng with the Florida
NOM.PANEL T
PER TABLES H 17 3 t2 13 13 PER TABLES I.3 eullding Code
13 NOA-No. 16-0629.06
G Jc I 1 1 13
—Expiration Date 02/17/2020
1 19 9 14 14 Q
> 6 By
1 c 19 19 1 1 I W o MAX.UNIT 1a �a SEE Mla - Product Control
MAX.UNIT 1 13 / 12 a HEIGHT O / NOTE
HEIGHT t 13 1s 1 1s 19 / F PER 1 2,THIS
PER TABLES 1-3 i x TABLES 1-3 srIEET.
10
POCKET I
J EXTERIOR
5-PANEL CONFIGURATIONS
CORNER,TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
nese ex o„raa"rsamampn" .;�:.. Cl 1070 T�HNOLOGVDRIVE EXAMPLE CONFIGURAT70NS - ;G:.
R"raC y. oom n" M VENICE FL 94275 •!.
n"."4er ncw,�s SERIES 770 ALUM.SGD-LM IMPACT .',.,.-
/a4T}asaleoo
oaz• udna0 a c.n�anen ads uwe m..+o7 ""' A.LYNN MILLER,P.E.
JR 1lYf0H4 CERT.oFAUTM A2P186 d SGD•770 NTS '2 1 22 PQT0130 B P.E.058705
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw,'Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH ® ° 1 13 1 cc EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pX Xp X OR XXXXp.OXXX IN POCKET CONFIGURATION
OXXX
G w Jc
19 19 19 1 14 1 I
1 13 I 2)90"8135"CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 1 13 o OF AM 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 1 13 1s 1 is s / i 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
98'OR120"
")C=OPERABLE PANEL,
POCKETi � "O"=INOPERABLE PANEL,
_s __� "p"=POCKET
6-PANEL CONFIGURATIONS
3 3 1 3 DETAIL LETTER
MAX UNIT WIDTH _ V�=WOOD OR METAL INSTALLATION
"d'=CONCRETE INSTALLATION
NOM.PANEL WIDTH A Ac v cc SHEET NUMBER
PER TABLES 1-3 1 13 13 1 13
—s\r---
1 Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7'
G 13 19 9 s is 19 1 1 i DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
1 13 1s 19 19 1s 19 1s PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX.UNIT I i a
HEIGHT 13 19 1s 19 / i sw w
PER TABLES 1-3 /
7-PANEL CONFIGURATIONS w
1 13 12 1 13
MAX.UNIT WIDTH
NOM.PANEL WIDTHAw Ac c PRODUCT REVISED
1' 13 1 13 1 13 as complying wlth the Florida
PER TABLES 1-3 Building Code
—1\r' NOA-No. 16-0629.06
Gc Jw c I Expiration Date 0211712020
13 1 19 t
19 19 19 19 14 4 I
o
0 19 19 19MAXHEIGHT 1 ii 19 s s 1s / i w W
PER TABLES 1-3 / x
/
POCKETIL ILI I
8-PANEL CONFIGURATIONS r
1 13 3 •. � -
Rry gr.
o R,Nw c 1070TECHNCLOOY.,mv EXAMPLE CONFIGURATIONS I ;..•r;:?T
N.VENICE.FL 34275 roc -...t' .
a;wsr Rerh'ora SERIES 770 ALUM.SGD-LM IMPACT "`;r,` • '
1s4r}4aalsoo
5870
'""" ' 3 _7pA° A.LYNN L P.E.
JR 14/10/14 CFJ7T.OFAIl7N.02906 ® SGPT70 NT$ 3 s 22 PGT0130 B P.EiF 58705
GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A)
7/16"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS--\ 3/16"HS GLASS 3/16'HS GLASS
,090'PVB
.090"PVB .090"SG 3/16"HS GLASS
3116"HS GLASS 74 3/16"HS GLASS 74 3/6"AIR SPACE 74
3/16"T GLASS
82 82
83
EXTERIOR f 3/4"
NOM.
EXTERIOR 3 4"NOM.
'
�t 124-127 3/4"NOPI.
a BITE• a BITE. GLASS
- BITE
EXTERIOR
BO 80 a /
79
•FL
54
55
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
116"NOM. 9/16"NOM. 1"NOM.
3/16"HS GLASS
114"HS G S 1/4'HS GLASS .090"PVB
090"PVB .090"SG 3/16"HS GLASS
1/4'HS GLASS 74 1/4"HS GLASS 74 5116"AIR SPACE 74
114"T GLASS
82 82 — '
83
314"NOM. 3/4"NOM.
EXTERIOR EXTERIOR 314"NOM.
GLASS GLASS 124-127 GLASS
a BITE a SITE
BITE PRODUCT REVISED
EXTERIOR as complying With the Florida
(� Building Code
et at r r+OA-No. 16.0629.06
79
55
54
54 Expiration Date 02/17/2020
By
Mlam a Product Control
9/16"LAMINATED GLASS,TYPE 133A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE 135A
GLAZING NOTES:
"ANN"=ANNEALED
"HS"=HEAT STRENGTHENED -
.T"=TEMPERED _^
"PVB"=.090'BUTACITE PVB BY KURARAY AMERICA,INC. i
"SG"=.090"SENTRYGLASF1BYKURARAYAMERICA,INC.
JR OHN52016 BeyADDED SPACERS. -
er r,� a".rrms taro 7EarNOLoornRrve GLAZING DETAILS
N.WNiCF FL_Z 6
�Br �: SERIES 770 ALUM.SGD-LM IMPACT
(941}400.1WO ...
0m",reF clw.ae. wro: 3edm1°o0'� A.LYNN MILLER P.E.
JR 10/10/14 CERT.OFAI1TU 1929296 ® SG0.770 NTS 4 -22 PGTG130 B P.EJF 56705
i
GLAZING DETAILS (G6, G6A, G7, G7A, G8&G8A)
1"NOM. 7116"NOM. 1'NOM.
3116"HS GLASS 3/18"ANN GLASS 3/16'ANN GLASS
090"SG .090'SG
3116"HS GLASS 090"SG 3116"ANN GLASS
3/8"AIR SPACE--\ 74 3/16"ANN GLASS 74 318"AIR SPACE 74
3/15"T GLASS 82 3/16'T GLASS
-
53 83
3/4"NOM. EXTERIOR 3 4"NOM. 12x127 314'NOM.
124-127 GLASS a BITE GLASS
BITE _EXTERIOR BITE
EXTERIOR ` a
a80
7B 79
55 54 55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9/16"NOM. 1'NOM.
3/16'HS GLASS 1(4'ANN GLASS 3/16"ANN GLASS
.090"SG .090"SG
3116"HS GLASS .090"SG 3116"ANN GLASS-
5/16"
LASS
N
5 6"AIR SPACE 74 1/4"ANN GLASS 74 5116"AIR SPACE F314'NOM.
1/4"T GLASS 1/4'T GLASS
ez
83 83 3/4"NOM.3/4"NOM. EXTERIOR GLASS 124-127 GLASS a 124-127 BITEBITE PRODUCT REVISED
EXTERIOR as[om 1 Ing with the Florida
a EXTERIOR Building Code
81 a 79 NDA-No. 160629.06
7B 54 Expiration Data 0 211 712 020
55 55 By
Mlam- e Product Control
1"LAMINATED I.G.GLASS,TYPE GOA 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G. GLASS,TYPE G8A
GLAZING NOTES:
"ANN'=ANNEALED r
"HS"=HEAT STRENGTHENED
"T"=TEMPERED ` 1, 1'y7C6
'PVB"=.090"BUTACIT E PVB%Y KURARAY AMERICA,INC. -
"SG"=.090"SENTRYGLAS%YKURARAY AMERICA,INC.
T
RmaO By o"or � DEO SPACERS, f070TECHNOLODRNE GLAZING
L4ZINGDETAILSR W&0fs N.VEMCQ FLG5
(94f)-40-1600 SERIES 770 ALUM.
SGD-LM IMPACT •''?:r"ir:,,r..
t....
mm — A.LYNV MILLER P.E.
JR 1011114 c1 HRr.oFaurn#29296 .770 NTS 5 a 22 PGTO130 B RE.#58705
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved Maximum DP for all sizes;+60/-60 sill Height to Max.(+)DP
configurations on Sheets 2&3) (May be limited by Table 1A) (Water Infiltration Rating)
For comer astragal anchorage on 90°or 135°comer units,see sheet 11 Sill Riser Height (+)Design
Table applies to Glass
Door Unit Height (Flat or Box,see Pressure,psf
80^ 90. 96, Sheet 17)
Types 3,3A,5,5A,7,7A.8 O 73-718"DLO 79-718"DLO 85-718"DLO Flush-1-1/7' see note 3
&8A and the Stile I Astragal Anchor Group Anchor Group Anchor Group Anchor Group
types shown below. 1 2 1 3 4 1 2 3 1 4 1 2 3 4 1 1 2 3 1 4 Medu 90 n
-
Head/Slll +1 C4+1 1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 CI+1 C4+1 C4+1 C4+1 C4+1 +1 I High-4"
24' DL' Jamb 8 a 8 8 a B 8 8 8 8 8 8 8 8 8 B SEE NOTES 1-3
P-hook 6+7 6+7 6+7 6+7 7+9 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
= 23" Head/Sill C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+ 1
1 C4+1 C4+1 C4+1 C4+1 C4+
0 8 8 8 8 8 B B 8 8 8 8 B 8 8 8 8
30" OLD Jamb
P-hook6+ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
m 9" Head'S11I +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 C4+1 C4+1 C4+1
36" LO Jamb 8 8 8 8 j 8 8 8 6 8 e 8 8 8 8 8 8
P-hooK (T7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+B OH LENGTH �—
E
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1gICA4+ MC4+1MC4+11Z4T' DL50 Jamb 8 8 8 8— 8 . 8 8 8 8 _P-hook 6+7 6+7 6+7 6+7 7+B 7+8 7+a 7+8 7+BW o
Head/Sill C4+2 M+2 C1+2 M+2 C4+2 C4+2 C4+2 C4+2 C4+22 = OolOH RATIO z 1
48" DLO Jamb 8 8 B 8 8 8 8 8 8 O
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+g 7+8 7+B
FOR EXAMPLE ON USING TABLE,SEE SHEET 7.
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 2-112°SILL,POSITIVE WATER DP IS 46.6 ING THE 3-1/4°SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE DP IS 60.0 PSF MAX(NE TIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A NOM.PANEL WIDTH-7"
3),V',3-1/4^AND 2-1/2"SILL HEIGHTS ARE TESTED FOR EREAS THE 1-112'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=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED
as complying with the Florida
Building Code
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Now-No. 16-0629.06
Interlock P-hook Lockstile@Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135*Astragal Expiration Date 02/1712020
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
_ q• a
-
Product
L• L � Inside M / ntrolStandafd Astragal OutsideCCorner
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Inside
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Insideide C°r Corner _
Part 960(Stile)
Part#61(Stile) part#119(Out) part#61(Stile)
Part#60(x2) Part#60 Part#60 Part 967(Astragal) part#60 Part 4118(Corner part#120(In.) Parts#31  Part#61 -
Receiver) (Corn.&Fxci Mount) vL'
lb�fiy. nrr RRfibrc Ora1+6iT ��F-` •`:l. -
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N.VENICE.F z,5
rwmer mar sx+rc,: SERIES 770 ALUM.SGD—LM IMPACT
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A.LYNN MILLER P.E.
JRA Tdtty14 o— CERT.CFAUM A297SB ® SGO.770 NTS 6 d 22 PGT0130 B P.E.#58705
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 comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table,2A)
Door Unit Height
Table applies to Glass Types BD' 84- 90" 96" 102' 108" 114" 120'
4,4A,64.0A.7.7A,8 b BA 89-718'DLO 73.7(8°DLO 79-7/8'OLO 85-778'DLO 91-7/8'DLO 97-7/8'DLO 103-7/8'DLO 109.7/8'DLO
and the Is/Astragal types Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
shown below. 1 2 1 3 1 4 1 2 3 4 1 2 3 4 1 1 2 1 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
ead/Slll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 + +1 G1+1 C4+1 C4+1 C4+t C4+1 C4+t cR+1 C4+1 ca+1 C4+1 C4+1 G4+1 C4+ t1 Ci+1 +1 C4+] C4+1 C4+1 C4+1 C4+1 (A+1 C4+1 C4+1
24' cLLO Jamb 8 8 8 a 8 8 8 8 8 8 8 B 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 0+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
HeadtSIH C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 CA+1 G1+1 04+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1
30° pJamb 8 B 8 8 8 B 8 8 8 a 8 0 8 B B 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 8+7 0+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 8+to 9+10 9+10 9+10 9+10 9+10 9+10
Head/516 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1
Ji 36' p Jamb 8 8 8 B B a B 8 8 8 8 8 8 8 B 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-haok 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 6+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
e 35" Fead/Sla C4+1 G+1 C4+1 C4+1 04+1 C4+1 CA+1 C4+1 C4+1104+1 04+1 C4+1 C4+1 C4+1 CA+1 C4+1104+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 GOO C4+1 C4+1 C5+1 CS+1 C4+1 C4+1 C5+1 CS+1
a 42° DLO Jamb 8 B a 8 8 8 8 a 8 B 8 a 8 B 8 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
. Phook 6+7 6+7 B+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8r74 7+8 7+8 7+8 7+8 7+8 5+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 8+10 9+10 9+10
Headl5111 C4+2 C4+2 C4+2 CA+2 CA+2 C4+2 C4+2 CA+2 C4+2 C4+2 04+2 C4+2 C4+2 C'4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2
z 48" DLO Jamb e B B 8 8 B B 8 8 8 8 B B 1 8 10 f0 10 10 10 ]0 10 10 10 10 10 10 1010 10 10
6+7 6+7 9+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 B+g 8+g B+98+9 6+98+9 B*9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+1D 9+10
CA+2 Gi+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+ C4+ C4+a 8 M6-77+
8 8 8 8 8 H a B 8
6+7 6+7 7+8 7+8 7+8 7+87+8 7+a 7+e 7+ 7+8 Not available in these sizes
C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 + C5+2
B 8 8 B B 8 8 8 8 8 8
P-hoak 6+7 6+7 7+8 7+8 7+8 7+0
7+8 7+8 7+8 7+8 7+B
NOTES: O= EXAMPLE ON SHEET 9
DLO WIDTH
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL =
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: NOM.PANEL WIDTH-7°
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Heightto Max.(+)DP DLO HEIGHT DOOR UNIT HEIGHT-10.125"
=
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH �+—
3 4-,3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"
Sill Riser Height
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design see t� PANEL HEIGHT
=
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flat or Box, Pressure,psT w= 0 OH RATIO?1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = pe, DOOR UNIT HEIGHT-1.666"
NOT RATED FOR WATER INFILTRATION. Flush-1-1/2° sea note 3 p
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low- -1
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-
-114"
3-1W 3
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4' +60.0 OH LENGTH
SEE NOTES 1-3 OH RATIO=OH HEIGHT PRODUCT REVISED
INSTALLED. as complying with the Florida
Building Code
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 16&19 FORASSEMBLY DETAILS. NOA-N.. 16.0629.06
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Expiration Date 02/17/2020
Assembly Straight Astragal Assembly 90*Astragal Assembly 135°Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy�uty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By
Standard Astra al Inside Miami ar roduct Control
( g Outside Comer, , Outside Corner
L 1 F, `h�Ar�-Q, Corner
_FTVCornerIsiOutside
Insidede C°r Corner ,..
Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile)
Part#61(x2) Part#61 Part#61 Part#61 Part#Sig(CornerParts#31  Part 1161
Part 4467(Astragal) Receiver) Part#120(In.) (Com.&Fxd Mount)
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DPANDANCHORAGE
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JR 10/10/14 CFR7.GFAUTH.029M SGa770 NTS. 7
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.(+)DP
For comer astragal anchorage on 90"or 135°comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)
Door Unit Height Sill Riser Height Table applies to Glass Types 4,4A, 80" 84" 90" 96" 102" 108' res Dessure,
(Flat or Box,sea Pressure,psf
G.fiA,7,7A, 8 8 BA and the Stile/ 69-7/8"DLO 73-718"DLO 79-7/6"DLO 85-7/8°DLO 91 7/8°DLO 97-718'DLD Sheet 17)
Astragal types shovmbelmy. AnehorGroup Anchor Group Anchor Glop AnclmrGroup Anchor Group Anchor Group Flush.1-112" see note 3
1 L 2 3-1 4 1 1 1 2 1 3 1 4 1 1 1 2 1 3 1 4 1 1 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-1/2' +46.67
Design Pressure +/-90.0 sf - +1-82,5 psf +/-75.0 ps
17" Head/Si0 C4+1 C-0+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 C4+1 C4+1 C4+1 C4+11 C4+1 C4+1 C4+1 C4+1 C4+i C4+7 Medium-3-1/4" +60.0
24 DLO Jamb 8 B 8 B 8 8 8 8 8 8 8 B 8 B 8 8 10 10 10 10 10 10 10 10 Hrgh-4°
Pock 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 7+8 11 7+8 8+9 8+9 8+9 1 8+9 8+9 8+9 8+9 B+9 SEE NOTES 1-3
Design Pressure +"_ 0 psf +/$2.5 psi +1-75.0 psf
30° 23" Heedr518 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4.+1 04+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 _
t DLO Jamb 8 8 8 8 8 8 8 B 8 B 8 8 8 8 8 10 10 10 10 10 10 10 10
s P-hoot 5+7 6+7 6+7 6+7 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+B 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
Design Pressure V-90.0 psf +/A2.5 psi +/-75.0 psf
29° 1 Head(SIII C4+1 C4+1 C4t2 C4+2 04+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 04+1 C5+2 C5+2 C4+1 C4+1 C5+f C5+1 C4+1 C4+1 C6+1 C5+1
i OLD Jamb 8 B 8 B 8 8 8 8 8 B 8 8 8 8 10 6 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 9+7 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
E Design Pressure 41-90.0psf +/-82.5 psf +1.75.0 psf OH LENGTH F�--
z 42" 35° Heagill 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 =
DLO Jamb B 8 8 8 8 8 8 B 8 B 10 8 8' 8 10 8 10 10'1 10 10 10 10 10 10 V,
P-hook 6+7 1 7+8 1 7+8 1 7+8 1 7+5 1 7+13 1 7+8 7+8 7+8 B+9 B+9 8+9 8+9 1 8+9 1 8+9 1 0+9 8+9 6+9 a+9 8+9 8+9 8+9 1 8+9 1 8+9 w of
Desfgn Pressure +1--90,0 psf See Note A below +1-82.5 psf +/-75.0 psf = p OH RATIO 2:1
48" 41° HeadiSiB C4+2 C4+2 C5+2 C5+2 04+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 Cfit2 C5+2 05+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 O
DLO Jamb 8 8 8 B 8 8 10 8 8 8 10 8 8 8 10 B, 10 10 10 ill 10 70 10 10
P-hook 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 1900 8+9 9+10 19410 19+10
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6.6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7
NOTES: OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH RATIO=OH HEIGHT
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7"
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4'.3-1/4"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"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
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 NOT RATED FOR WATER INFIL rRATiON. DOOR UNIT HEIGHT-1.866"
4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION.
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. PRODUCT REVISED
as complying with the Florida
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. Bulidln9 code
Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135"Astragal Lockstile @ NOA-No. 16-0629.06
Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal Expiration onto 02/17/2020
Heavy-duty Stiles Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile By
Heavy-duty Astragal Outside orner
Comer,, Inside Mtaml-0
Outside roduct convo
1, `�—�L�,1 Corner
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Inside
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InsideComarTfCorner
Part R61(Stile) part#119( t,) Part#61(Stile)
Part#61(Stile) Ou
Part#61(x2) Part 961 Part#fit part#68(Astragal) Part#61 Part#118(Comer Part#120(Ou Parts 031  Part#61
Receiver) (Corn.&Fxd Mount) �L •r'�a
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NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE'C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
THIS POCKETS AND 60"NOM.THIS SEE
DETAILS
SHEET SEE POCKET 8 \ I PANEL WIDTH ,SHEET 11 x x
( )P-HOOK r--------- x x III—T--- f x x x x x 6-MAX.
INSTALLATION, ADAPTER I 6"MAX, ro��JAMB MOUNTINGx--}� x x x xx x
x x x x x x %x xx x x x x
THIS SHEET ANCHORS MIDWAY i 1 °' 3"MAX.
&SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF
ANCHORS&AT 3" i 1 I® ° x=FRAME x ANCHORS
FROM TOP& i J�®i I ANCHORS 96" (TOTAL 8
BOTTOM a 14' I i_i 1 o UNIT 21� ANCHORS
�i MAX.G.C.' TTT--- HEIGHT PER JAMB)
4.051" 8"MAX.TO OPENING y ®I 14'MAX.o.G. (D®=P-HOOK
EDGE OF POCKET SEE I a I ;0ANCHORS x x� (SEE JAMB
INSTALLATION o¢ ®� DETAIL
DETAILS'Jc'&'Kc', i�-s�s I01 m o=P-HOOK BELOW)
END PANEL SHEET 14&PART i 4 ®� i i MOUNTING
ANCHORAGE DETAILS'J"&'K', I ti 1 j j ° 3"MAX. ADAPTERx
24"MAX (2 ANCHORS) SHEET 19 FOR :2 1--1®1� I ` ANCHORS _ X
O.C. P-HOOK L----------
ANCHORS
--- ----_ x----��% x x
ANCHORAGE ANCHORS x, x x x x x xx xxx x' =� END PANEL
END PANEL x x x x x x x x x' 6'MAX. ANCHORAGE(SEE
ANCHORAGE �� x' x x x x x' �.+2. "+2" SKETCH BELOW)
(SEE SKETCH BELOYI) ^+2" ^+2" ^+2" ANCHORAGE
CENTERLINE 6"MAX"T' 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. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED
T— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: F�tTeRIOR AS NEEDED TO ALIGN THE
T HEAD OR SILL IF A SPLICE
60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK.
NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX
PANEL SEE"CT CLUSTER
ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64"
+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT cexreaaeaF 6"MAX PRODUCT REVISED
3.5' REQUIRED AS PER THE FIGURE AT RIGHT: o+oaavn as comp)yIng with the Florida
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR Bullding Code
OF PANEL 2 O,C, (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2-TRACK NOA-No. 16-0629.06
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB Expiration Date 02/17/2020
.+2"ANCHORAC-E ANCHOR PAIR
REQUIRES CENTERLINE SEE"C5'CLUSTER CENTERLINE END PANEL ey
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE Miam' a roduet Contro
• DETAILS,SHEET 11 r FOR ASTRAGAL (2 ANCHORS) 8^
INTERLOCK ASTRAGAL
4.051" I_ 3.5^ I MAX.
•
ge
a - •
EXTERIOR
CENTERLINE •+2"ANCHORAGE CENTERLINE ^+2'ANCHORAGE CENTERLINE
OF PANEL 3 �OF PANEL 4 OF PANEL 5 v
—SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORSO�6
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6'DIAG.
V ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE AST SPLICE LOCATION 2.04"'
INTERLOCK-1—IF NEEDED INTERLOCK—I CONDITION,USE TERLOCK IF NEEDED
CENTERLINE I C NE CLUSTER DETAIL) CENTERLINE
1.75" RER R 6"DIAG.
ASPLICE
" 7" 7. 3.5" 21IAL. 4DIA MAX.O.C. EXTERIS.2.04 04" .04" 21 4^ MAX.EXTEERIORT' EXTERIIOR , 7„ EXTEERIOR , O.C.Vv 2-TRACK FRAME HEAD/SI L v 2-TRACK FRAME H D/SILL MME HEAD/SILL 5.6R INTERLOCK Q ASTRAGAL OR INTERLOCK ASTRAGAL O ERLOCK 2 TRACK 4 CLUSTER (USE WHERE 5 CLUSTER 6 CLUSTER FRAMEJAMBREQUIRED,"C4") NCHORS ARE REQUI ED,"CS") ANCHORS ARE REQUIRED,'C6') ANCHOR PAIR6F 4-TRACK
ASSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCKA JF NEEDED INTERLOCK-� CONDITION,USE INTERLOCK IF NEEDED2EXTERIOR ANCHOR PAIR
CENTERLINE 1 CENTERLINE I C6"CLUSTER DETAIL) CENTERLINE 3 5. .04" ----✓✓✓✓
3.5" 3.5" 7"
ANCHORS MAYBE INSTALLED ,
a-_ 21" EITHER IN THE EXT.OR INT. -
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08"
4.08" O.C.
1 I 2.04"
5.64" NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR 7„ EXTERIOR 7„ 4"DIAG. EXTERIOR 3.5^ ARE BASED ON MIN.
�l 10, n 3.5" 6"MAX.
v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEADISILL V 3-TRACK-FRAME HEAD/SILL ALLOWED.
5 ASTRAGAL OR INTERLOCK aa.ASTRAGAL OR INTERLOCK (aD ASTRAGAL OR INTERLOCK '}f� 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
(FOR SPLICE FOR SPLICED
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR CONDITIONS ONLY:
INTERLOCK�IF NEEDED INTERLOCK I (FOR SPLICE INTERLOCK I CONDITION,DO NOT
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION
CENTERLINE 1 CENTERLINE CENTERLINE
"C6"CLUSTER DETAIL) IF NEEDED
1.75" 3,5" 3.5" PRODUCT REVISED
3.5" camp)yying wlth the Florida
3.5" Building Code
NOA-No. 16-0629.06
-- 2.04' Expiration Date 02M 7/2020
2.04" 4"DIAG. 2.04" 4"DIAG.
sy
I 2.04" 5.37"DIAG. 4"DIAG. MlamF a roduct Control
4.08"
4"DIAL. 1 2.04"
EXTERIOR EXTERIOR 7' EXTEnnRIOR 7" 3.5" 3.5" _
V 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL V l\ 4-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK (aD ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6')
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION S (Io
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INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN
4"DIAL. ARE BASED ON MINIMUM
6.12-1
?4"DIAL. 812" 3.5" ALLOWED.
INTERIOR 7" 4r4e
INTERIOR 2•DETAILS DEPICT ANCHOR
INTERIOR QUANTITY AND SPACING,
90° 3." 90° 3. " RIOR 1 ° AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. FOR EXTERIOR OR INTERIOR,
CORNER CONFIGURATIONS.
3.5" 4,. . 3 EXTERIOR „+1"ANCHOR
4"
2.04" EXTERIOR 2.04" 7" 2.04" EXTERIOR 4„ 2.04" 7" 8.94"
EXTERIOR
90'CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I
CENTERLINE
�
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OFPANEL
ANCHORS ARE REQUIRED,"�4D ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C43 ANCHORS ARE REQUIRED,"C6")
"+2"ANCHOR
4.08"
INTERIOR INTERIOR
EXTERIOR 4.08" "+l ANCHOR
—• 2.04" 4"0IAG.
INTERIOR 4 3.5" INTERIOR 7.41" I e
90° 7" 13,q° CENTERLINE
EXTERIOR (T-OF PANEL
.3 3.5'
"+3"ANCHOR
4.08" 4.08" 7"
5.37'"D G. 5.37"DIAG.
CENTERLINE 2.04"
3.5' 4" 3.5"° 4 OF PANEL 4"DIAG.
EXTERIOR 7" EXTERIOR 7" 4" INTERIOR ALL 1+2"ANCHOR °3.5"
90°CORNER 135°CORNER ExreRioR VIEWS 7"
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL fVl CENTERLINE
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12' INTERIOR 2.04"
2.04" 6.12„ 3.5"
CENTERLI
.4" EXTERIOR . 5.88" �OFPANEL�yE PRODUCT REVISED
INTERIOR yy
INTERIOR gp } 135° "+3^ANCHOR But dincomgiCodewith the Florida
4^ 3'S" 2.04" _ _ NOA No. 16-0629.06
D A 7" Expiration Date 02!17!2020
6.12" 4"D 8.12" 3'5" 4.08" DY
7" EXTERIOR Mfam-D roduet Control
2.04" 3.5" 4" 4"DIAG. 3.5" 3.5"
EXTERIOR 7- EXTERIOR 4" CENTERLINE �; ,. ;,C;�'••,,
90°CORNER 135°CORNER 2.04" �--OF PANEL T'...
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("28"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
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EDGE DISTANCE: EDGE DISTANCE:SEE TABLE A,SHEET 1 EDGE DISTCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 4AN
,SHEET 1
2-1116"« 2-1116"' 116"' NOTES:
E) woR 1/q° 1/4° 1/4" 1.ALL DIMENSIONS
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SHIM EMERIOR SHIMTERIOR 4F SHIM ON MIN.ALLOWED.
EMB MENT: I 3f1 r 2.METAL OR WOOD
IBSTRATES MAY BE
SEE BLE A, J USED FOR ALL FRAME
T 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYR, 2X WOOD WOODANCHORTYP., METALTS ANCHOR TYP., SHEET 1.
.,SEEANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHE ANCHOR NOTES
N TE 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 4-TRACK FRAME HEAD '
Aw WOOD INSTALLATION ew WOOD INSTALLATION Cw METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOO NCHOR TYP., WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE AN S P.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TAB S 1 NOTE 3,SHEET 1 SEE &jTABLEA,SHEET 1 NOTE4 3,SHEEP 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANC EL ANCHOR _ ANCHOR MIN.OF 3 THREADS BEYQND
NOTE 5, EET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/ MAX.) 1 SHEET 1 1 SHEET 1
�� (1/4"MAX.) _.__. ._::<..- 1 (1!4"MAX.) T 1
TERIORI F>CTERIOR EXTERIOR y xs^
I EE
� tTABEA,SH ETI
2-1116" TABLE A,SHEET 1
2-1/16"" 2-1116"' EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
MBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
ja 2-TRACK RLALME SILL TE SILL
WOOD INSTALLATION ME SILL e WOOD INSTALLATION wMEAL INSACK TALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE �
TABLE A,SHEET 1 ~� EDGE DISTANCE:
SEE TABLE A,
EMBEDM :SEE 1 METAL TYP., SHEETI PRODUCT REVISED
�I I SEE ANCHOR as cam lying with the Florida
TABLE SHEET 1 12-1/16"
E DISTANCE: NOTE 4,SHEET 1 Building Code
EDGE DISTANCE: E TABLE A, NOA-No. 16-0629.06
2 WOOD SEE TABLE A, 2X WOODSHEET1TYP.,SEE NCHOR SHEET1 T�'P.,SEE ANCHOR Expiration Date 02/17/2020
NOTE 3, HEET 1 NOTE3,SHEET1 2-1/16"'
SMS ANCHOR TYP.,2-1116„ SEE ANCHOR NOTES WOOD ANCH TYP., ' &TABLE A,SHEET 1
SEEANCHOR OTES W ODANCHORTYP., MIN.OF 3
&TABLE A,S ET 1 S E ANCHOR NOTES THREADS "'' ' ' ,
O &TABLE A,SHEET 1 EXTERIOR BEYOND THE aI LYP
EXTERIOR EXTERIOR METAL ��'.•' �F
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INSTAVEATION DETAILS BEDMENT:SEE TAB A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 NOTES:
EDGE DISTANCE: EE EDGE DISTAN E: EDGE DISTANCE: 1.ALL DIMENSIONS
CONC E CONCRET SEE TABLE A, ET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PER ABLE TABLE A.SHEET 1
A.S EET 1 2- PER TA E 2-1ryg•• PER TABLE 7.1/16"• ON MIN.ALLOWED.
A.SHE T 1 i A,SHEET 1 1/4" •DIAGONAL O.C.IS
TERIORt.. . .<.?.. MAX.
a SHIM MIN 4"(JAMB)
8 SILL)
OR 6" JAMB SEE
EMBE MENT: 1/4' E ERIOR 1/4" EXTERIORF OF 110&111. SHEETS
SEE T LEA, M MAX.
S ET 1 SHI 1�3 SHIM `r
PRO RLY SECURED 1X CONCRETE ANC OR TY ., PROPERLY SECURED 1X CON ETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYR,
W00 UCK TYP.,SEE SEE ANCHOR N TES& WOOD BUCK TYP.,SEE SEE CHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR TE 3,SHEET 1 TABLE A,SHE 1 ANCHOR NOTE 3,SHEET 1 TABL A,SHEET i ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HE 3-TRACK FRAME HED ah 4-TRACK FRAME HEAD
Ac CONCRETE INST TION _ Bc CONCRETE INSTA TION cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCR ANCHOR TYP PROPERLY SECURED 1X CONCRETE ANCHOR TYP.. PROPERLY SECURED 1X
SEE ANCHOR NOTES WOOD BUCK TYP.,SEE SEE ANC & WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A, T1 NCHOR 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,SHEE NOTE 5, NOTE 5,
1(1/4"M .) SHEET 1Z SHEET 1
(1/4"MAX.) I (1/4"MAX.) - I
ERIOR I EXTERIOR 1 EXTERIOR 1
�j CONCRETE
2-1/16"' 2-1/16' �2-1/16"' PERTABLE
EDGE DISTANCE: C NCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 P R TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
MBEDMENT:SEE TABLE A,SHEET 1 A SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
4a 2-TRACK E SILL 4a 3-TCK FRAE SILL CK FRAME SILL
CONCRETFE IINSTALLATIO Ec CONCRETE(INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
I
EMBEDMENT:SEE !
TABLE A,SHEET 1 -'I 1 EDGE DISTANCE:
J_
.' EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, SHEET 1 PRODUCT REVISED
TABLE A,SHEET 1 —~ TYP.,SEE ANCHOR 1X WOOD BUCK TYP., ns com Ing with the Florida
SHEET 1 SEE ANCHOR NOTE 3, Building ode
:•: EDGE DISTA E: NOTES&TABLE A. SHEET 1 NOA-No. 16-0629.06
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SEE TABLE SHEET 1
1 WOODBUCKTYP., explrationDate 02/17/2020
SHEET 1 2-1/16"'
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SHEET 1 c TYP.,SEE ANCHOR
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FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT - DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET t P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP.,
INFILTRATION CONC./CMU ILLUSTRATIVE
SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET t 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED
SHEET`I 28 ILLUSTRATION,SHEET 9) 1-i/4"MIN.EDGE DISTANCE SUBSTRATES.
DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A.SHEET 1 EMBEDMENT: SHEETS 6 8 FOR
26 SEE TAB LE A, P-HOOK MOUNTING REQUIRED P-HOOK
EXTERIOR SHEET.1 ';',`;• ADAPTERCONC./CMU AND P-HOOK
PHOOKWOODANCHORTYP., J L `, •.' , ANCHOR TYP., MOUNTING ADAPTER
SEE ANCHOR NOTES V 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,3`HEET 1 ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH ANY SILL RISER
PARTS#18,#20#22 OR#24, 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 TYR. P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
EMBEDMENT:SEE
NOTE 4,SHEET 1; TABLE A,SHEET 1 ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 � ANCHOR TYP.,SEE
MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES `' A,SHEET 1
SUBSTRATE 23 &TABLE A,SHEET 1 (ALSO SEE TYP.
ALSO SEE TYP. EMBEDMENT: _
( SEE TABLE A, ' `' , ." '` ` ILLUSTRATION,SHEET 9}
ILLUSTRATION, 'L °�',: . >:•,.:':,',.::;,.;-
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SHEET I
EMBEDMENT: � SHEET 9)
n.
SEE TABLE A, EDGE DISTANCE:SEE
SHEET 1 TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE
PRODUCT REVISED
30 } 30 as complying with the Florida
I Bulltling Code
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR NOA-No. 16-0629.06
SEE ANCHOR NOTES n ANCHOR TYP.,SEE �I Expiration Date 02M7/2020
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE v
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 e
ILLUSTRATION,SHEET 9) EDGE DISTANCE ALSO SEE TYP. EDGE MIN. Miami duct Control
( 'EDGE DISTANCE
ILLUSTRATION,SHEET 9)
P HOOK FOR USE WITH BOX SILL RISERS E P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS#19,#21.#230R#25, Kc PARTS#19,921,#23 OR#25, 14YfiJ V pp, i/
EXTERIOR EXTERIOR Z�'+' •• c\c.
METAL INSTALLATION CONCRETE INSTALLATION
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES IA,2A&3A MOUNT ,�ti_ "fir"18
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY d:
rlc.507OS _
Rs,atl9+- oak: F"Mh Cr�•'"'r -'`I 5. •' '^`w-
�, n. mw f676TEcxnrotoorawv> ANCHORAGE DETAILS
N.VENICF—F134275 � .•`uR�•=. _).�.:`
as R SERIES 770 ALUM.SGD-LM IMPACT
l9af}a6o-fso6
omxn ft^o-� enmmne mv: ® e.n.mmx ams awe eA++mw we 'K.LYMM�}IGIER;P.E.
JR 10/10/14 CERT.OFAUTH.929296 SGO-776 NTS 14 22 PGT0130 B REEF 58705
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
HEADER DETAIL W, MAX. NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS'Avv&'Ac, WIDTH NTERIOR
SHEETS 12&13 '�
NOTES: EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL 1
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 11
NOM. MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX PANEL MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL ! WIDTH TYP. � DLO PER 'M',SHEET 19
2)(1)LOCK(ITEMS 75&107410)AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-3 1-3
KEEPER(ITEM 103)AT FRAME JAMB
ORASTRAGAL. G`j JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE x 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X — 'GW&'Gc',SHEETS 12&13
COMBINATIONS PER DP/ANCHOR
TABLES. 90" DLO WIDTH=NOM.PANEL WIDTH-T'
I I L
SILL DETAIL'D',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.86&"
'DW&'De,SHEETS 12&13
SILICONE HOT-MELT BUM
STRUCTURAL
SILICONE STRUCTURAL SILICONE 3116"NOM.
BY OTHERS POLYISOBUTYLEN 1/a"NOM. FOAM
WITH
WITH DESICCANT
DESICCANT
#8 X 1'
EXT.GLASS [.XT.GLASS
#10X1-1/2" PH SMS
PH SMS
-INT.GLASS INT.GLASS
,za KODISPACE 4SG TPS ,zs SUPER SPACEONXTTM
PRODUCT REVISED
ALUMINUM as ce.ply1.9 with the Florida
REINFORCEMENT POLYISO- DESICCANT FILL AREA Building Code
NOA-M.. 16-0629.06
BLTrYLENE 5l"6'NOM.
PANEL CORNER FRAME CORNER 51ts NOM, SEAL Explratlon Date 02/17/2020
VINT.GLASS
LICONE SEAL
DETAIL DETAIL DESICCANT ROLL-FORMED BY '
FOAM STAINLESS STEEL Miami ad duet Control
EXT.GLASS
Part# Description Material EXT.GLASS t
124 Kommerling 4SG TPS Spacer System ;. 6.
'
125 Quanex Super Spacer nXr with Hot Melt Butyl See this
128 Quanex Duraseal Spacer Sheet for INT.GLASS
Materials
127 Cardinal XL Edge Spacer +ze DURASEALO SPACER ,z7 XL EDGETmSPACER -
TEST REPORTS:FTL-8717.8968&8970
. �
REFERENCE
JR asos201s a spaceRs• 1070TECHNOLoor5 ®ORVE ANCHORAGE DETAILS/EXAMPLE ELEVATION
wrvbr a N.wfficE,FL 9@76
r0a1}aealsa0 SERIES 770 ALUM.SGD-LM IMPACT
oat A.LYNN MILLER P.E. !
JF f0/iW14 CERT.OFAUTH.#2RM SG1Y770 NTS 15 a 22 PGTO130 B P.E.#58705
CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
�( ^ INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
)( HEADER DETAIL W,SHEET 18; MAX.
iFLXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL'G3',SHEET
L INSTALLATION DETAILS'Aw&'Ac', yyIDTH
SHEET 18;INSTALLATION DETAILS'L1'& 1A INSTALLATION DETAIL 18;INSTALLATION DETAILS
DETAILS'Gv/&'Gd, L2,SHEET 19 Aw&'Ac',SHEETS 12&13 SHEETS 12&13 TYP �'GW&'Gc',SHEETS 12&13
SHEETS 12&13 J 90'
EXTEI UOR INTERIOR
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE r-A
PANEL PANEL PANEL INTERLOCK DETAIL
'D' 'A' TYPE TYPE TYPE 'M',SHEET 19
MAX. CS' QS' `c MAX.
90'OUTSIDE CORNER
NOM. / / UNIT / UNIT DETAIL'N1',SHEET 19&
PANEL HEIGHT SILL DETAILNOM. / HEIGHT CORNERANCHORAGE
WIDTH TYP. PER D',SHEET PANEL PER
MAX. PER SEE TABLES 18• MAX•/ WIDTH TYP. / SEE TABLES SHEET 11
DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 INTERIOR
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15
a 'Dw'&'Dc', EXTERIOR
0 X X X SHEETS 12 a _ NOM.PANEL
�&13, X X WIDTH TYP.
`\\ X X PER TABLES
SEE FRAME& MAX.UNIT WIDTH SILLL'D',SHEET 18; —+-I MAX.UNIT WIDTH 1�
PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS MAX.UNTf WIDTH
CONSTRUCTION
DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
1 L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 le,SHEETS 12
/ HEADER DETAIL l 1
J' AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET S',SHEET 16;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB LS'Iw' '12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET
DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS
'Hw'&'Hc',SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 'Cw'&'Cc',SHEETS 12&13
I� MAX.UNIT WIDTH _ _ r' MAX.UNIT WIDTH
i'
PANEL PANEL PANEL PANEL I PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE PRODUCT REVISED
as complyingwith the Florida
R, .12 M. ,F i M' 'F' F P' MAX. Buliding Code
MAX.UNIT NOM. o I NOM. UNIT
NOA-No. 16-0629.06
HEIGHT PANEL PANEL / HEIGHT Expiration Date 02/17/2020
i
PER /
WIDTH TYP,, < / WIDTH TYP. / PER y
TABLES MAX. SEE PER / i SEE MAX.ju PER TABLES B
ITABLES1-3 I DLO TABLES 1-3 1� Mlami-Da o uet cont of
1-3 DLO NO E 2 $ OTE 2,
HEIGHT SHEET 15 m I SHEET 15 HEIGHT ;
O x X I x x x O ;y
I/
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;- �
EXAMPLE:XXXO SILL DETAIL'F,SHEET 18;
(3 TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS �(
' w'&'Ee,SHEETS 12&13 'Fw'&'Fc',SHEETS 12&13
E
pms9By oaf Rush¢ �: -
o�
1070TECKNOLOGYORNE EXAMPLE ELEVATIONS
N VENICE FL 39275
1991"80-1600 SERIES 770 ALUM.SGD-LM IMPACT
omni�, s •sem+' ' �� A LYNN MILLER RE
JR 1Qr10/14 CERT.OFAUTH.829296 RO SGO-770 NTS 16 22 PGTO130 B P.E.858705
i
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXTCORNER INT CORNER EXT CORNER CORNER INT CORNER
INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECENER 90 RECEIVER 35 RECEIVER 35 RECEIVER
90 RECEIVER
TYPES OUT IN --y`�� WIHANDLE WI HANDLE WI HANDLE W/HANDLE Wl HANDLE W/HANDUE ,,_,}#�11IL8 WI HANDL31 W/HANDLE
—� u #120 #119 1 #118 161 ' 461 #61
SIOUTE �' F PP K TR TQ TC TA TV TW
INTERLOCK
SINGLE
INTERLOCK e B E P A C C lC SQ SC SA SV SW
IN p"evr
FIXE
RR R S S FD FC FV FW
LOCKSTILE D A A J J
W/HANDLE ��/�
/eaxoun learo-r)
W ASTRAGAL LR PANEL NOTES:
oxur
a Bo
w/HANDLE Olotvl�0 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
hr- AsCLE / SIZES&DESIGN PRESSURE.
Box IN /V LEFT 4INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
W w/HANDLE reoXwr PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
J
EXTERIOR
ASTRAGAL T U STILE STILE AND ARE NOT AVAILABLE.
Box our 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
m0 oup -(�oun (#61),CORNER RECEIVER(#118)AND EITHER
H / PANEL"E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR #119 OR INTERIOR(#120)CORNER
LL ASTRAGALBBI � T {/ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
)
W BO "/ �OX1M 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
J
go LOCK
RT Cl
90 LOCKST (#61)AND CORNER ADDON(#31).
.I WI HANDLE#720 232'
W EXT CORNER SILL RISERS OPTIONS 232- ��
z 90 LOCKSTILE
QT QS
Q W/HANDLE#119 �. 232" 232' EXTERIOR EXTERIOR .062"
a EXT CORNER INI EXTERIOR ,062"
90 RECEIVER CT CS / ��J a .062" 3,305' 4.055
W/HANDLE #118 2.656"
INT CORNER 1�1
1
AT AS DF ` .56 062' 1 -�
90 RECEIVER
W/HANDLE #118 PRODUCT RE with/he Florida
EXT CORNER #11B /'+ 18,SILL RISER�LAT' 20 SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT Bua.ilding code
8I RECEIVER CF FLUSH,1-1/2" GLOW,2-1l2" MEDIUM,3-1/4" HIGH,4" NOA-Io. 16-0629.06
EXT CORNER �1 760° •760" Expiration Date 02117/2020
135=IVER .750' EXTERIOR 8y
W,=
VT VS VF y161 EXTERIOR .082`
��//��//')� Miami-Dad rotluet Control
#31 EXTERIOR EXTERIOR 062"
INT CORNER `/�,� .062'� ,g06' 4.056°
W/HANDLER - " ' Ws WF ,'.
3.305" •.1::!'' ;.
#61 .062" 2.5155° jj
=�ILLIIIIR
1.567' PI44J44J C"'•'t
BOXI' SILL RISER,BOX SILL RISER,BOX O SILL RISER,BOX
„ nh
s19'FLUSH,1-1/2" 21 LOW,2-1/2" 23 MEDIUM,3-1/4' 25 HIGH,4" F
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 6 16
a 3 EA.EC,r
R"rw ey. a� RMsbic `
1070 TECHNOLOGYLRNE PANEL TYPES
N.VENICE
W;wer- 1-11WE114
R (841}480-1600 SERIES 770 ALUM.SGD-LM IMPACT
c.sramee mw: ✓ a.rmn" �"-' A LYNN MILLER,P.E.
"admOBCERr.OFAUTH.JP29290 sco-nB NTS17 d 22 PGTO130 B P.E.#58705
JR
I
ASSEMBLY DETAILS
166 PULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
60 OR 81 105
LOCK PAR7
FULL LENGTH 14 75 s 107-11
17
14 106 OF JAMB 5 G3 60 OR 61 5
7P61
16
OR Bi 2-TRACK JAMB
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
C IP#105 WITH FOR FIXED
OPERABLE PANEL CLIP LOCK PART
W/RETAINER#106 ) 6o 75&107-110
(SHOWN WITH PApNEL SEE DETAIL G2
FIXED PANEL ) �1-EXTERIOR 103 113 75&,oRio 103 FOR FIXED 5 so OR 61
THE INTERIOR) V PANEL CLIP 103
�I,EXTERIOR
vv 75 5
14
112 16 17
410 X 314" 123 FULL LENGTH 40 G4 60 OR 61 EXTERIOR
OF JAMB 2-TRACK JAMB 2-TRACK JAMB �I g ERIOR EXTERIOR DE—RIOR v
sMs,X 3 CLIP#80 OR#105 51 52 W/SCREEN �V/ �/
6"LONG W/RETAINER#123 — 3-TRACK JAMB 3-TRACK JAMB 4 TRACK JAMB 4-TRACK JAMB
@ (SHOWN WITH H1 (SHOWN WITH e(SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
MIDSPAN 60 FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
cl EXTERIOR 60 OR 61 THE EXTERIOR) 53 n ERIOR THE EXTERIOR) THE INTERIOR)
2
112 1 3 4
45 5 113 5 113 5
52 51 II 69 EXTERIOR 69 EXTERIOR 69
EXTERIOR O� a a
a
SHOWN WITH E FRAME K W/SCREEN s FRAME HEAD FRAME HEAD HEIGHT PER
j�3-TRACK 02�4-TRACK MAX,UNIT
OPT.SCREEN �FRAME HEAD
TRACK TABLES 1-3
PRODUCT REVISED
as comp)yiny with the Florida
53 69 69 69 Building Code
IjEXTERIOR EXTERIOR NOA-No. 16-0629.06
52 51 72 OR 73 a 72 OR 73 72 OR 73 Expiration Date 02/17/2020
71
46 11 113 9 10 By
y1 11 Miami-Da5 roduet Control
48 47 o B
EXTERIOR 112 5 113 t13
a 5 5
2-TRACK W/SCREEN E 3-TRACK ®4-TRACK
FRAME SILL �FRAME SILL P FRAME SILL
i
—
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES —�
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE, 9116
Renner.I me, RmiNatc .
1070 TECHNOLOGYCItIVE
N.0 T CVERTICALSECTIONDETAILS �!''".'-'• ��
RewOey Da .. •. .
H FLLOOS
SERIES 770 ALUM.SGD-LM IMPACT
(941)480.1600
.7
lepuoa,¢ s— smc ae.+•mR> Ro. A.LYNN MILLER,P.E.
ommey^oek cnoemee.Deb: CERT OFAfIT7L,919198
Ry. ZG 770 NTS 18 d 22 PGTO130 B P.E,#58705
JR 10/10/14
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 Q INTERIOR 61 113 119
7
28 *EX.TERIOR
11 113
27 63 26 63 103
62 111 63 tm 60 OR 61
80 OR B1
65
14
29 120
5
65
EXTERIOR 111 62 V 90° EXTERIOR
vEXTERIOR INTERIOR EXTERIOR n
®P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS INTERIOR `J
j (EXT.OR INT.MOUNT) �EXT.MOUNT ONLY 90° T r
LOCK PART LOCK PART LOCK PART 60 OR 61
75 8107-110 758 107-110 61 7591 07-11 5 ®INTERLOCK
M
14
113
60 BO F5EXnTS)R1ORj
61 118 5
113 113
R EXTERIOR 113103719•UEXTERIOR67
STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 jfa90'OUTSIDE WITH ER j�90a INSIDE N 'ITEM#61(HEAVY
WITH STDARD STILES#60 e HEAVY-DUTY #61 N1 2-TRACK SHOWN 2-TRACK SHOWSTILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1.3,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
STILES.
41NTERIOR
31 LOCK PART
75 8 107-110
4 INTERIOR
5 4 INTERIOR
135° 5 PRODUCT REVISED `
as complying with the Florida
Building Code
NOA-Mo. 16-0629.06
Expiration Date 02/17/2020
11 4
7 gy
135° Mlam roduct Control
14 5 81 32
103 �
61 EXTERIOR
61
32 11 5
LOCK PART 31 103 61 EXTERICRI 7
75&10 7-Np 14 ®135°INSIDE CORNER _
02 2-TRACK SHOWN
135°OUTSIDE CORNER
01 2-TRACK SHOW / r
�_101110114
10707ECRNo oovoRVEHORIZONTAL SECTlONDETAILS,CORNERS
N.VENICE.FL 342751541}450-rsooSERIES 770 ALUM.SGD-LM IMPACTanwcA.LYNN MILLER,P.E.°�" CERT.OFAUTN.#211M Ro SOD•770 NTS 19 w 22 PGTO130 B RE#58705JR
I
PGT PGT NOTES:
Item own.# PGT# Description Item Dwg# PGT#, Description 1)ALL ALUMINUM=6063-T6
1 17308 617306 2-TRACK HEAD 60 17325 1 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 61 17328 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99,
3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 77312 617312 4 TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL
5 17314 617314 FRAME SCREW COVER 84 1729 71729 SILL END WEATHERSTRIP PAD
6 17317 617317 FRAME HEAD/JAMB ADD-ON 85 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 304 6t73D4 2-TRACK SILL 67 17329 e17329 ASTRAGAL MIN.#10 SMS OR 3/16"MASONRY
1153018 17307 817301 2-TRACK SILL WITH SCREEN RAIL 66 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24°MAX.O.C.
9 17307 617307 3-TRACK SILL 69 17324 817324 TOP&BOTTOM RAL
10 17310 817310 4-TRACK SILL 70 17359 417350 WEATHERSTRIP EXTENSION(IN ECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT T1 1695 71695 14/2'X 1"X3/4"HIGH FN SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-0N(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLDN ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74. SILICONE DOWA99,DOWAA5 OR GE 7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE .
16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #1 D-32 X 1"FL,SS SCREW W/TYPE"F'TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT
_ 18 17322 617322 SLL RISER-FLAT,FWSH,14f2" 79 17357 617357 11"IG BEAD
19 17319 617319 SLL RISER-BOX,FLUSH,1-712" 60 17359 617359 7116"BEAD/FIXED PANEL CLP
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 81 17360 617360 9116"BEAD
21 17318 617318 SILL RISER-BOX LOW,2-112" 82 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" k,83 01745 1745 LOWE INC.V2"X vie"SGL SIDE ADH.TAPE,POLYETH.
23 17354 617354 SILL RISER-BOX MEDIUM,344' 8052 40052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4' 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX,HIGH,4' 1696 71695 DUST PLUG
26 17333 617333 POCKETP4100K 8186 78186X 1"KEEPER
27 7070 67070 NEOPRENE BULD WSTP FOR P-HOOK 653 7SDKEFP SCREEN LOCK KEEPER
28 17334 617334 POCKET P4(OOK MOUNT 17344 617344 FIXED PANEL CUP-6"LONG
29 17335 8113P-HOOKCOVER 17352 817352 FIXED PANEL RETAINER-9f16"
30 17348 617346 PDCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-NTERIOR RAISED WITH THUMB TURN
31 1 17378 617378 1135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
32 17376 617376 135 FRED MOUNT 109 1731 78IMN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
ITEMS 4053 ARE SCREEN PARTS: 110 1732 76178 HANDLE KR-RECESSED EXTERIOR PULL
40 4319 612258 SCREEN SIDE RAIL-LOCKSTLE 111 71DX34PPSDAX#10X3/-0'PH.PN.TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67518 W'STP,.27OX.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .I8T'X.23D"FtISEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10 X 1-1/2"
44 4428 04428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1" PRODUCT REVISED
as complylny with the Florida
45 4317 612256 SCREEN TOP RAIL 116 72OXlX #1440 X V S.S. 6uildin9 Code
48 4318 1712257 SCREEN BOTTOM RAIL 117 72QX712X 914-20 X 1-1/2"5.5.
NOA-No. 16-0629.06
47 668 7SRA7 STANDARD ROLLER 118 17336 617338 90 DEGREE CORNER RECENER Expiration Date 02117/2020 j
48 608 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OUTS DE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL By
Miami- - roduct Control
50 17349 617349 OND SCREEN ASTRAGAL ADAPTER 123 17352 617352 FLIED PANEL RETAINER,7f8- -
51 1692 61692 SCREEN SPLINE-.165'
52 1694 61694 SCREEN SPLINE-.150'
53 61816020 SCREEN CLOTH
54 1725 1/2"X4"X1/18"SET.BLOCK,NEOPRENE 85+15
55 1728 1"X4"X1/16'SET.BLOCK,NEOPRENE 85+/-5 ,
I
10ro7ECNNOLocr70wve1�7.
PARTS LIST .
N.VENICE,5.34276 *� F
a� (W7}480.1600 SERIES 770 ALUM.SGD-LM IMPACT
��v� Cam aeval.e�.aa sdc °"'0 °idru' F°' A LYNN MILLER,P.E. i
JR 10/10/14 GER7.OFAUTH A28298 SG(Ylro NTS 20 s 22 PGT0130 9 P.E.#58705 j
5.069" 8.562" �j 1.36" 1.36" •
I� 0.080"
-y 1.872"
i 1.211" 1.505"
1 0.081" 1.019"
J 0.062'
0.081" O2-TRACK HEAD iD 4-TRACK SILL 0.081" SCREEN
(6063-T6 AL) (6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
6.198" �{ 6.526" � 5.069"
0.080' -1'
-M I-W
T 1.045"
1.505"
17 ]. 1.993" 0.062"
0.081" O2-TRACK HEAD W/SCREEN TRACK 3-TRACK SILL
O
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 4s 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"
1-�5" 0.875"
� -M--,-i )-T-F-haj 1.211"
7 1.36"
1.993"
0.081" O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK L 0.062"
(6063-T6 AL) (6063-T6 AL) 0.081" SCREEN
BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" 0.081"
--� o.oso^
121," 1.505" 7.105"
�. 9.141"
0.081" n4-TRACK HEAD O7 2-TRACK SILL
�i(6063-T6 AL) (6063-T6 AL) PRODUCT REVISED
ln9 with the Florida
B"
Building/ding Code
NOA-No. 16-0629.06
IF
1.514- 0.060" EaPlration Date 02/17/2020
,
0.532" 0.760" Miami- ade4 uet Control
1.260"
y 0.060" 1.516" 1.990"
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
O ADD-ON 12 ADD-0N f3 END ADD-ON 1s 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS ='?'
OR 3/16"MASONRY OR 3/16"MASONRY n 4-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) g(b '' ti
. ,.
ra�aex o^a rs.we 107o TECHNOlOcrDRIVE EJ(TRUSIONS
N.VAJICQ FL 31275
(9x¢48061800 SERIES 770 ALUM.SGD-LM IMPACT
o"m: ® °^`� awtmw. A.LYNN MILLER,P.E.
JR 10/f0/f4 CERT.OFAU7H.629298 SGO-770 NTS 21 a 22 PGT0130 B P.E.#58705
0.718" 0.83"
2.304" r 3.802"
0.752" L- 3.802" � 0.752° �{
IF 0.574" I 4
1.163"� 0.885"
0.062" 0,796'
0.080" 0.062"
FRAME SILL P-HOOK MOUNTING 0 23P-HOOK SCREW
0.076"
OSCREW COVER tt TRACK za P-HOOK 2a ADAPTOR 2s COVER 0.080" 3a P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-76 AL) (6063-T66 AL) (6063-T6 AL)
4„
.155" 4'
2.30° 1.488"
0.080" 739"
0.830" 0.062" 0.133' - �y 1.303"
1.600 1.600 0.062'
080" 1.870" 1.888"
.016" I I 0.325'
1.974" I►- 3.125" 4� 3.125" 0.062"
2.44"
INTERLOCK INTERLOCK
3t 135°CORNER 32 135°FNCED MOUNT so STANDARD STILE s1 HEAVY DUTY STILE- s2 ss
(6063-T6 AL) (6063-76 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" - 3.979"
4.125"
1.050" --�1.050" � �1.050"
0.075" 1.646' 0.075" 1.645" 0.062" 1,304"
I .2'61r9�", ,611" r„fl .485'
I-� 3.25" -+I� I 045" .045" �-- .045-
0.125" � 0.281" GLAZING
s7 STANDARD ASTRAGAL sa HEAVY DUTY ASTRAGAL as TOPBOTTOM RAIL �s Al G.) S7/EAD,FIXED a1 9/11A6"DGLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL) .
1.003"
1.03"
4" 5.621" PRGDUyyCT REVISED
0.757" Bur+ilding lCodewith
the Florida
r o.060�
� L oa-No. 166-0629.06
0.050"
Expiration Date 02/17/2020
105 FIXED 0.709" 2 0.133"
PANEL CLIP .893"
(6063-T6 AL) I I 1.498" 0.133" 1.498" M ami-Da ro uct Con of
.550"
�-I 0.863 F--- 0.080"
-ffFIXED PANEL 5.621" 4"
A9" 123 RETAINER,7/8" 120 90°INSIDE CORNER ASTRAGAL
0.080° - 4 (6063-T6 AL) �- 2'826" Its 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
FU<ED PANEL tie 90°CORNER RECEIVER (6063-T6 AL)
tas RETAINER,9116" (6063-T6 AL)
(6063-T6 AL)
6 (S(6
10707ECRNO10OrDMVE[�T-
EXTRUSIONS
y owr. rsewyau
M.VENICE rL 34275 .:
0"a SERIES 770 ALUM.SGD LM IMPACT aM
(04f}4B0.1600 .,.
_ - - �"''�N A LYNN MILLER P.E. j
SJR 10/10/14 wb CERT.OFAUTN.#29296 SGD•T/0 (VT$ 22 w 22 PGTO130 0 P.E.#58705 I
I
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