HomeMy WebLinkAboutProduct Approval WINDOW/DOOR SCHEDULE
no 0V
,ee710
APPDX IMPACT PROTECTION
ID OPENING DESIGNATION **
NO SIZE ' TYPE IMPACT NEW REMARKS
(WXH) GLASS SHUTTER EXISTING
SHUTTER
37"X 63" 25 SH X EXAMPLE
1 �6
2 9 2
3
4 G
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
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28
29
30
*Window Replacement using existing shutters to comply with impact protection will require the
nrictino.chWtorc to root tho ronuirorssontc of fhn FR!' 911. Tial:r:.,H /),n 141 D,...:4-4:_1 n.�n1 I I I
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Product Anprrvai Menu>Product or Aoolication Search>Anniication List>Application Detail
a - Ir'r a r. FL# FL251-R26
�,���" # +t j Application Type evision
Code Version 2014
Application Status pprove
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer - GT Industries
Address/Phone/Email P ec ino ogy Drive
Nokomis,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email. 1070 Technology Drive
Nokomis,FL 34275
•`."' (941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory iitl�ng Extar or Do r Assemtr t
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/14/2015
Date Validated 09/17/2015
Date Pending FBC Approval
Date Approved 09/20/2015
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 9/28/2015
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 ISGID-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R2=C CAC 14-012�_Sl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 11 1.4-0123.11.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI-2.51 R2.6 C CAC 15-0106.07 t. P.ptlf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 Il 15-0+.06.07 HP.ndf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R2,6 C CAC 15-0609.11,odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
f Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 11 15-0609.11.1)df
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
251,4t SGDa7�7,0I(WS9Q M[ssilellmpact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 14-0128.11 Door.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for 1 R-+T'1 a=.a' -` '3 : d*
product performance information,anchorage details,and anchor type, Venfie`d y';ItiamiADade78C-GOM.
size,and spacing information. reated by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
251.5 ISGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.08 HP LM.pdr
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL2S1 R26 11 15-0106.08 HP LM.pdf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 ISGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0106.09 HP SM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 I1 15-0106.09 HP SM.pdf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
I4 Created by Independent Third Party:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0609.12.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0609.12,pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGO-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0609.10 DR.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions -
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0609.10 DR.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-2770(Large Missile Impact) IVinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 9/28/2015
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
• Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0409.02.Ddf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R26 C. CAC 15-06126 LM pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IT 15-0612.06 LM.pd
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-061?.Sj SNl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R7u I' 15-0612.0?.;.Ih,pof
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R26 C CAC 15-040904 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2016
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IT 15-0409.04.pd
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251R26 C CAC 15-0409 07 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2016
f Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IT 15-0409.02.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created.by Independent Third Party:
HE
Contact Us::1940 North Monroe Street.Tallahassee FL 3 399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
WIMHM
sC(1117t}•:14 t:T11[C:fi
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 9/28/2015
HWNII—DADE COUNTY,FLORIDA
P:ttODUCT CONTROL swrm
DEPARTMENT OF RXGULATORY AND ECONOMIC Rr:SOURCES(RF,R) 11805 SW 26 Street,Room 208
110A1W AND CODE ADAMISTRA,TION DMSTON T(786)315-2590 F(786).515--2599
NOTICE OF ACCEPTANCE �NOA} _ _ �"vw.mikmidadegnvlecenomy
PGT Industries,Inc.
1070 Teelmology Drive,
Nolcomis,Fl.34275
SCOPE:
This NOA'is being issued under the applicable riles and regulations governing the use of construction
materials. The documentation submitted.has been reviewed and accepted by Miami Dade County RE-R--
Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority
Having Jurisdiction(Al-1J;1.
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 AI-U.(Mt 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 AHD
may immediately*revoke, inodify, or suspend the use.of such product or material within their jurisdiction.
RER reserves-the right to revoke this acceptance, if it is detertnined by.Miami—Dade County Product
Control Section that this.product or tnateriat fails to itteet the requirements of-the applicable building code.
This product is Approved-as described herein,.and has been designed to comply with file'Florida Building
Cade,.including the High-Velocity Hurricane Lone. F
DESCR PTION: Series'�5.= .'r 0' Alrruriuum Sliditae+Glass Da_- w/90 �1P cnr:n.ers;—L.>LI.I.
APPROVAL DOCUMENT:Drawing No. PGT0130 (former P(,M0002 Rev C),titled "Seides 770 Alum.
SGD—LM hnparC, sheets 01 through 22 of 22, prepared by manufacturer, dated 08105107 with the-latest
revised:on {}t/3(1/11, signed and scaled by Lytin.Miller, F. E., bearing the Miami—Dade Couuty Product
Control Section Renewal strvnp with the Notice of Acceptance nuinber'and Expiration date by the Miami—
Dade County Product.Control Section.
IV)(ISSTLIG IMPACT RATING:° ergs an tea rssrl 4istant
LABELING: Eich.unit shall bear a permanent label with he ttt tali'c t er`s'naiire or logo, city, state,
series, and following statement: "Miami--Dade County Product Control Approved", unless otherwise noted
Herein.
R #VISION of this NOA shall be considered after a,renewal application has been filed and.there has been
no efiange in the applicable building code negatively affecting the performance ofthis product.
TERMINATION of this NOA Will occur after the expiration date or if there has been a revision or change
in the materials,rise,and/ manufacture of the product or process.Misuse of this NQA 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 cense for tennination acid'removal af.NOA.
ADV.F,RTISERENT: The NOA number preceded by the words Miami—Dade Counly, Florida, and
followed by'the expiration.date-nta.y'be displayed in advertising liteitt u•e. .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 tnaliulfacturer or its
distributors and.shall be available for inspection at the job site at the request of the B.Xiilding Official.
This NOA revises and renews NOA No. 144123.10 and consists of these pages 1 and 2, and evidence
pages E--1,1-2 and.17---3,as well as approval docnnuezit ruentioned-above.
The submitted documentation was revieived"by Jainte D.Girscon,F,1;.
MIAMI•AAD�~=NT NOA i1 _14AI28.11
:..., a}:rr'rttion
A ate.: auric i 202.
r rova a e: Debt uttr; ,: 015
• �` Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMECTED
A. .DRANVINGS
1.. Manufacturer's die drawings and.`sections.
(Submitted unrler previous NUNo..144123.10)
2. Drawing No. PGT01.30, titled "Series 770 Alum. SOD - IN Impact", sheets 01
through 22 of 22,prepared.by manufacturer, dated 08105/07 with the latest revised on
01130115,signed and sealed byLynn.Miller,P.E.
B. ITSTS
I. Test reports on: 1)Air Infiltration Test,per FBC,TAS.202 94
2)Unifoim Static Air Pressure'fest,Loading per.FBC,TAS 202-94
3)'Water Resistance Test,per FBC,TAS 202 94
4)Large Missile Impact Test per FSC,TAS 20.1-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FDC 2411.3.2.1,.and TAS 202--94
along with.marked-tip drawings and installation diagram of ahununum Sliding Glass
Doors,.prepared by.Fenestration Testing Laboratory,Inc.,Test Report No.FTI,-7554,
dated 11/01113, signed and sealed by Marlin D Biinson,P.E.
(Submitted truder.previous NOA No. 14-0123.10)
2. Test reports on: 1).Air Infiltration Test,per FBC,TAS 202--94
2)IJnifotm Static Air Pressure Test,Loading per FITC,TAS 202-94
3) Water Resistance;Test,per FISC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 20.194
5).Cyclic.Wind Pressure Loading per FBC,TAS 20a-94.
6)Forced Entry Test,per FBC•2411.3.2.1,and TAS 202-04
along with marked-'up drawings and installation diagram of ahminum Sliding
Glass Doors,prepared by-Fenestration Testing Laboratory,Inc„Test Reports No.'s
FTI -59WR,.FT"001-R and FUL-6015-R have been revised and reissued oil
12/29/09, all signed and sealed byJJulio Gonzales,P.E.
(Stibrnitted under previoars NOA No. 09-0826.10)
Jaime D.Gascon, .E.
Product Control Section Supervisor
MOA No.14-0:128.11
Expiration Date. ]:February 17,2020
Approval Date: February 12,x015
E=1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SURNWITED
B. TESTS(CONfI NUED)
3. Test reports on: 1) Air Infiltration Test,.per FBC,TAS 201-94
2)Uniform Static.Air Pressure-Test,Loading per FBC,TAS 202---94
3)Water Resistance Test,per FBC,TAS 202-94
4).Large Missile finpact Test per FBC,TAS.201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 21411.3.2.1,and TAS 202=94
along with marked-up drawings and iristallation diagram. of aluminum Sliding
Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Rcports No.'s
F71-5980, FT1 -59931 l,«q.'1 -6036, FTI,-6001,FT"014, 11-TL-6015,)H'i'TJ--b0.17,
FTI,-6023, FTI,-6024, .TTL--6025, FT"028,. rin-6031, F11,6033 and
TTL--6036,all dated 08110109,signed and sealed by Ailio Gonzales,P.E.
{5'i�l�mitte�l rrrtrlet�revioars NOA No. 09-082661
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, confoi7nance to and
complying with TBC 2010 and with F.B.0 5'b Edition, (2014), prepared by
manufacturer,dated 01130115,sued and sealed by Lynn Miller,P.E.
2. Glazing complies with ASTM U1300-09
D. QUALITY ASSURANCE
1. Mianii-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.13-0129.27issued to E.I: DuPortt.DeNlemours 4*Co.,Inc.
for their"DuPont I3utacited PVB Interlayer"dated 04/11/13,expiring on 12/11116.
2. Notice of Acceptance No. 11-0624.02 issued to EJ.DuPont,DeNemours Sa Co.,Inc.
for their"DuPont SentryGlas@ Interlayer"dated 08/25111, expiring on 01114117.
F. STATEIVIENTS
1. tetnent atter of confcr1�nsunee to and mlxlyi�ig witlY ( k LYlitici 20. }, tssu
by man- ac re, ate 171 4,signed a d sealed y L lilies,
2. Statement letter of conforniance and complying with FISC 201.0, issued by
mamtfactme,dated 01/24/14,signed turd sealed by Lynn Miller,P.E.
(Subinitted underprevious NOfi No. .14-0123.10)
3. Statement letter of no financial into-est,issued by manufacture,dated 01/24/14, signed
and sealed by Lytnn.Miller,P.E.
(Sab»uitted under previorts,NOA No. 14-0123.10)
Jaime D.Gascon,P..E.
Product Control.section Supervisor
'NOK No.144128.11
Expiration Date: February 17,202,0
Approval Date: February 1.2,2015
PGT lnclustriies,hie.
WPICE OF ACCEPTANCE: EV1DI;NCR SUBMCTTED
F. 9fATE D'lEN'TS (CON INUED)
4. Laboratory compliance letter for. Test Report No. FTL--7554, issued.by Fenestration.
Testing Laboratory,Inc,,dated 1T/01/13, signed and sealed by Marlin D. Brinson,P.E.
(Srrbrnitfed under previous NDA No. 144123.10)
5. Proposal issued by Froduet Control,date.d.08/12/13,signed by Jaime D. Gascon,P.E.
(Submilfed uuderpr:eviorrsNOAl1Vo.14-0123.10).
6. . Laboratory compliance letter for Test Reports No.'s FTL--5980-R,M--6001-R and
Y17 6015-R; reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09,
signed and scaled by Julia Gonzales,.P.E.
(Subnulted underprevious 1VOA No. 09--082610)
7. Laboratory compliance letter for Test Reports No.'s FT- LT-5980, FTL--5993,
PTL-6036, FTL--6001,FTL-6014, FT"015, .Ci'"017,.FTL-b023, FT"024,
FTL-6025, PTI,--6028, FTI.....6031, FTI.,-6033 and FTL-6036, issued 'by
Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio
Gonzales,-P...E.
(S'ubmitled.ufrder previous NOA No. 09-0826.10) .
8. Proposals No.'s 09-01.77, dated 03/1.7 & 31109, 019-0177A, dated 05/07/09,
09-01778, dated 06/09/09 and 09-0177C, dated 11/18109, all issued by Product
Control,signed-by Ishaq Chanda,P.E.
(Srrbniitted rrtider,previous NOA.No. 0.9-0826.10)
G. (}FRERS
1. Notice of Acceptance No. 1.4-0123.10, issued to PGT Industries, Inc, for their Series
"SGD-470 Aluminum Sliding Glass Doors w/ wo Reinforcements", approved on
02/06/14 and expiring on 02117/15.
Jaime D.Gascon,P.E.
Product Control Section_Supervisor
NOA No.1#-012.811
Expiration Date: February 17,2020
Approval Date: February 12,2015
E-3
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Frame Min,Edge Min.
Group Anchor Substrate Member Distance Embedment
INCLUDING POCKETS & 900/1350 CORNERS Concrets(min.2.85kst) ea. SI Jamb 1• TZ/7—
GENERAL
/
GENERAL NOTES 1 1/4'Elco Ultrac0n Uggmuted CMU,(ASTM.C-90) Jamb only 2-11Y 1-114'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM C-90,min.2 Kai grout Jamb ont __ 2x1/?• 1-3/4'
2)DESIGN PRESSURES: 1/'E 410 S.S. i&1ir ° tiead/SINfJa_mb1�1 1-314'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. �(? ou�lwr -.IAS G00) ad1SXo�n_ 1x2" 1-114'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300, �`P n rete(min.
85 ken)5 a eadI Jemb 1' 1.395•
3)ANCHORAGE:THE 33-113°k STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1141 Eico Ultracon Concrete(min.2e5 C- Hmb o In 1° 14W
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Un routed CMU ASTM 0,5 Jamb only 1• 1-1/4'
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA' #12,16.8ot410 P.T.Southem Pine 3.TS* 55) Head/Slff/Jamb 9/18' 1.3/&'
S.S.SMS, Aluminum,6083.75' Head/519Wamb 3Je° 0,083'
BUILDING CODE.FOR ANCHORAGE DETAILS.SEE SHEETS 6-14. 3 (min,11 ISMS, n) Steel,A36' Head/S91/Jamb 316• 0.050,
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Steel Stud,A653 Gr.33' iesd/S[Wamb 318• 0.0451'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3,275 ksl) H08d/SI9IJamb 1-112' 1318•
NARROW JOINT SEALANT. 114'Eloo te•9 S.S. Ungrouted CMU,(ASTM 0-90) Jamb only 2" 1.1/4'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR Aggre•Gator Grouted CMU(ASTM C-90,min.2 kal grout) Jamb only 2' 2•
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG=0.55) llesdlSlll/Jamb 1" 1-3/8•
7)THIS PRODUCT HAS BEEN DESIGNED&'TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) HeadisilUJamb 8116' I-We"
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE'(HVHZ). 4 #12.Steel SMS G5, Aluminum,6063461. HeadiS9llJamb 318• 0.065'
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.111hreadeAn) Steel,A36' Head181NJamb 318' 0.050•
FLORIDA BUILDING.CODE,AS APPLICABLE. Steel Stud,AGM Gr.33' Head/SIII/Jarrlb 319• 0.0451•
TEST REPORTS:FTL-6980,FTL-5993,FTI..-6001,FTL-6014,FTL-8015,FTL-8017,FTL-6022,FTL-8023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-13024,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 THEAUTHORITY 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-DAD�COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE RE01"REMENTS,
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BU KS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR G EATER.1X AND 2X BUCKS SHEET
('WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK D SIGN AND INSTALLATION IS THE GENERAL NOTES.............1
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE.CONFIGS..........2-3
4)METAL SUBSTRATE TO MEETWIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FI;ORIDA BUILDING CODE AND TO GLAZING DETAILS............'4,5
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL'iS.NOT REQUIRED.IF USED,NON�HRINK,NON-METALLIC GROUT, DESIGN PRESSURES 6-8
MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAiLS..............12-14
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30 FELT PAPER.OR MASTIC IS ELEVATIONS.....................15,16
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL!SILL TYPES.........17
TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS.....,.,...-18,19
PARTS LIST.......................20
Glass Description(Lisle#from Extanorto Interior) EXTRUSIONS....... .....21,22
Florida03 7116'Leminated: )Utes of 3116•HS Glass wgh.090•PVB Intedayer U mUCT B6N8W
(2 m Complying with WF
GM 9118'Laminated:(2)Utes of 114`HS glass with,090'PVB IMede er Buildurg Credo �{
G4 7/19'Laminated:(2)Utes of 3116'HS Glass with.090'SG Intedayer DESIGN PRESSURE RATING IMPACT RATING A—Vt.goo No'1.
CdA 8118°Laminated'(2)Utes of 1!4'FIS Glass with.090'SG(Meda er SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALLraNQn B rcaI2 Q a
SHEETS 6,7 8 e MISSILE IMPACT RESISTANCE -
d" a[nMaledilrG�3l16 Ex1ldbrc p+ L-Bpace+71t6;LL�minaled 1(2);lltesaLA161H3�Glaae,wlEh 090�PV8�fn!_allay'9
t
1"�mtnated 11 tG?fk'aTIE<Ledo[Gsp'+75G18�A171t6�Laminaled;(2)ZI el 3�f9tf6"HSiGiass N1th�09�PV8 Inteday i
1'Laminated I.G.:3116'TExtedorCap+318'Alr Spaes+71161 Laminated;(2)Liles of 3116"HS Glass with.090`SG Intertaye GLAZING NOTES: `��� pC1 Ryj�
1"Laminated I.G.:114'T Exterior Ca +5116'AiS ce+7/16"Laminated; 2 Lltes of 3118"HS Glass vdlh.090'SG tnterleyet "ANN"=ANNEALED �� 'y ' �7116'Laminated:(2)Utes of xie,ANN Glass wiln.090'SG tntedayer "HS"=HEAT STRENGTHENED 9116'Laminated;(2)Utes of 114"ANN Glass wllh.080"SG Intedayer "T"=TEMPERED No.58705
1'Laminated LG.:3116°TExterior Cep+318'Air Space+711W Laminated; Lkes of 3116"ANN Glass with.o90'SG Inteda ar "PVB"=DUPONT.090"BUTACITE PVB1'Laminated 1,01:114'T Exterior Cap+5110'Air space+7116'Laminated;(2)Ules of 3116'ANN Glass with.o90•SG Intedayer I"SG"=DUPONT.090"SENTRYGLAS
l L Orf ww
STAICOF
1070Tecx►totaorolrrve GENERAL NOTES AND MAP �` . �ORtO?.•
' N.wff. FL84276 �' ,�iss/ANAL
N 11"V440.1wo SERIES 770ALUM.$GO-LM IMPACT '/)x111111111`
a"w"u*+F ams m"+c omrrxr wr A.LYNN MILLER P.E.
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,
CONFIGURATI
EXAMPLE CONFIGURATIONS 4)ALLCONFIG RS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"he,"Jc","KW OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH PX�P.PXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES1-3 1 t3 PER TABLES 1-3 1 CAN BE OXXXP.
J i 1�J -i O A Y 2 S CORNER CONFIGURATIONS CAN BE A COMBINATION
t
i ¢ OF ANY 2 STRAIGHT CONFIGURATIONS.
c I y Gc Jw JCt o
MAX.UNIT 1 4 & MAX.UNIT 3 / 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT t I a" HEIGHT t 1 I °��
a �
PER TABLES 1-3 / i PER TABLES 1-3 / / i "X"=OPERABLE PANEL,
i I "0"=INOPERABLE PANEL,
I CL
�LfpOr'
XET y POCKET "P°=POCKET DETAIL LETTER
J+ _ x "w"=WOOD OR METAL.INSTALLATION
1.PAc PftI,�E1 W"c"=CONCRETE INSTALLATION
CONFIGURATIONS �I s 1 13SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-T'
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL WIDTH w c NOM.PANEL WIDTH
PANEL HEIGHT=DOOR UNIT HEIGHT-1.888"
PER TABLES 1-3 3 2 t PER TABLES 1-3 i3 1
Ff J Jc
G Oc J �c C t f) 1 j
MAX.UNIT ° KUT1-\1"'
c T o y MAX.UNIT 2 9 g
HEIGHT t t g i' a HEIGHT 1 t g V
iF w w PER I w
PER TABLES 1-3 � � � S� TABLES 1�
a p3, t
POCKET j r'X I / / / / "POWCKETELaOLNF_.IGURATIONS 4 EINE= CONFiC4 TIOf S
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH Ac •w c Cc NOM.PANEL WIDTH
PER TABLES 1-3 1 13 PER TABLES 1-3
RO
Jw Jc I t osoonrplyingaiththcFlorida
1 9 8 14 1 ¢ 1 Building Cade g �/�
C 9 19 112 o MAX.UNIT ru SEE Aa`ptance N° �G Jb—+-
MAX.UNIT 1 1c / jh HEIGHT / 1g / NOTE �� �n�late_ - /� c
HEIGHT t 1 1 / �'< PER / g / z,rHls BpC I
PER TABLES 1-3 / / / / / I � TABLES 1-3 / SHEET. rP.,
POCKET fay O M
`,.�`�oN',.....'•,
1 EXTERIOR c Q��•.•''��GEN$E ••,FP
5-PANEL CONFIGURATIONS CORNER, No.58705
(OUTSIDE CORNER SHOWN, = -
INSIDE CORNER SIMILAR) r3�r t1 X�
Y DOW Rmwme: Oiee"1Wvc '�Q ' STATE-
a� R„v,,,, m7orEcr+No,00voR,vE EXAMPLECONFIGURATIONS �:'��'' Ftomo�.•s'\G��'
Dern: ttR�aorn; N.VENICE FL 34276 i Tek �i�saS10NA1.
SERIES 770 ALUM.SGD-LM IMPACT 111r11111110
" 0a sw�v A.LYNN MILLER.P.E.
• CER7:OFAOTH.d7H29B BOD-Tld IUTS 2 a PGTO130 P.E.#58705
JR 10110114
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
300-1l4"@ 120"HEIGHT r LOCATIONS USING DETAIL"JW',"Je,"Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
-��r---i CAN BE OXXXp.
1
3N19V 19 1a a i } 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 1 1 e 1s a i9 /i o&q OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 1' 1 9 19
96"OR 120" / ` / i 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
1 14 4
")C'=OPERABLE PANEL,
i POCKET i y "O"=INOPERABLE PANEL,
"p"=POCKET
6-PANEL CONFIGURATIONS
i 13 t 1 1 DETAIL LETTER
MAX.UNIT WIDTH V=WOOD OR METAL INSTALLATION
i
"c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH A t3 1w SHEET NUMBER
PER TABLES 1,21
Jc I DLO WIDTH=NOM.PANEL WIDTH-7
19 19 9. 1IJ is � ? DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
I &Cu PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX.UNIT 19 1z. y
HEIGHT 1 t3 19 is a
PER TABLES 1-3 / / / / � / f � t�Nx
a E
POCKET j y
7-PANEL CONFIGURATIONS
13
I
MAX.UNIT WIDTH
NOM.PANEL WIDTH
PER TABLES 1-3 3 1 3 1
le-Eh fhJw I PRODUCT RENmvw
i 3 19 9 a 14 1 I w complying with the Ptorkla.
o c BillidingGado
MAX.UNIT
1 13 19 19 19 19 / t Ia'&,Q Acceplm e-No
HEIGHT 1 13 a 19 19 9 ;xpimfionpaPER TABLES 1-3ami~ pJ
POCKET
.........IL 1 11 111
.
8-PANEL CONFIGURATIONS 5
3 1 - No.X8705
it
RetsdDy. Deb: ReW4�nx o O ' '•�..�,
ST E O,
B,, a tomrEcxxoLKx3ronrvE EXAMPLE CONFIGURATIONS %�` FLoR%a..•'G� :
sarE�aaoE+ 3asrs SERIES 770 ALUM. SGD-LM IMPACT ���SS�ONA
G.Wtkd& swe e"ib &-*Vhl. A.LYNN MILLER,P.E.
GERT.OFAKIT►f.M18?BB SOD-770 �'S 3 w 22 Parof30 v:t:.o,55705
JR 10110114
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A
7/16"NOM. 7116"NOM. 1"NOM.
3116"HS GLASS--\ 3116"HS GLASS--\ 3116"HS GLASS
.093"PVB
.090"PVB .090"SG 3116"HS GLASS
3/16"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS
82 82
�1 83
EXTERIOR -- — 314"NOM. EXTEaiaR �l 3{4"NOM. 314"NOM.
GLASS 1 LAES 56
BITE GLASS
BITE
EXTERIOR
80 a
79
54 54 55
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G. GLASS,TYPE G5
i
I
9116"NOM. 9/16"NOM. 1"NOM,
1/4"HS GLASS 114"HS GLASS 3116"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
1/4"T GLASS
82 82
83
EXTERIOR 3/4"NOM. EXTERIOR 3'4"NOM. 3/4"NOM.
GLASS GLASS 56 GLASS
a BITE a BITE BITE
EXTERIOR
a
79
54 54 55 m°°mplymgwid�theeFrimida�J�y
AC-FW-No p Cade
Acapsa+roebNo"��
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LA !19ATiEME l G. GLASS+�TiYpE G5A
— --- - Miami Dsdc I'r[A.Comm}
GLAZING NOTES: �� 1y LYNN q!/���i�i
"ANN"=ANNEALED4�GFNS�'`�Fp
"HS"=HEAT STRENGTHENED
"T"=TEMPERED
"PVB"=DUPONT.090"BUTACITE PVB
"SG"=DUPONT.090"SENTRYGLASU ;L -
WL
oa rs , = ti
4070 TECHNDLooYDWE GLAZING DETAILS �0sinerr�
rtNtetms N.VENIGE FL 86275 tm S` '•.FLORtO?;•' `�
SERIES 770 ALUM.SGD-LM IMPACT .`r�s�l �
1041}4804600 s.e..we e s �� ONAIIiEk`,a�
era .E.
SJR 10110114 a uu CERT OFADTH.028790 ® SGO770 NT$1 4 a 22 PGT0130 P.E t!68706
GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A
1"NOM. + 7/16"NOM. 1"NOM. -�
3116"HS GLASS 3116"ANN GLASS
3116'ANN GLASS .090"SG
.090"SG
3/16"HS GLASS .090"SG 3116"ANN GLASS
3!8"AIR SPACE T4 3116"ANN GLASS 74 3/6"AIR SPACE T4
3116"T GLASS
3116"T GLASS
82
83
314"NOM. EXTERIOR , 314"NOM. 314"NOM.
58 GLASS a GLASS 58 GLASS
BITE SSE EXTERIOR BITE
EXTERIOR a
a 80LIED '
79 79
54 55
55
1"LAMINATED I.G. GLASS,TYPE G6 7116" LAMINATED GLASS,TYPE G.7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9116"NOM. 1"NOM.
3/16"HS GLASS 3116"ANN GLASS
090"SG 1!4"ANN GLASS ,090"SG
3/16"HS GLASS .090"SSG 74 3116"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 5116"AIR SPACE 74
1/4"T GLASS I 82 114"T GLASS
-
83 83
314"NOM.
.l 314"NOM. EXTERIORGLASS 3/4"NOM.
56
GLASS a BITE 50 GLASS
a BITE
EXTERIOR
a
EXTERIOR
81 f
79 a 79 PRODUer RENMFO
54 a+oomplylne with the Florida
55 55 '"IdliVAvctpCode 1.�L
t FZ.o 4 10
1" LAMINATED I.G. GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1" LAMINATED I.G. GLASS,TYPE G8A ti _
Miami Dade Pmc t5onhnl`
GLAZING NOTES: \,`"0y"ONy LYNN...... .IfIzt
"ANN"=ANNEALED ��',•' ��cENs�e .,Fp
"HS"=HEAT STRENGTHENED
"T"=TEMPERED _ No.513705 _
"PW=DUPONT.090"BUTACITE PVB o
"SG"=DUPONT.090"SENTRYGLAS ,
rsmder om Re bbm "f°a= ��Q SW E OFDOW �
s 10707ECNNOLOGYDRIVE GLAZING DETAILS � s,4�FcoR}fl
NFEW,.VEMCE,FL 34275 +
�� 1s41yaaalsoo SERIES 770 ALUM.SGD-LM IMPACT /,, DNW-
sa»sxbeae amoarmee am.+nne A.O MIMI.1W.P.E.
SJR 10110114 oar CERT.OFAUTN.#29M ® SOP-770 NT3 6 d 22 PGT0130 P.E.p 58705
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved Sill Freight to Max.(+)DP
configurations on Sheets 2&3) Maximum DP for all sizes:+60 I-60 (Water Infitration Rating)
(May be limited by Table 1A) Sill Poser Height
For comer astragal anchorage on g0"or 135°corner units,see sheet 11 g (+)Design
Table applies to Glass
Door Unit Height (Flat or Box,sea Pressure,psf
�
Types 3, the 6,5A,7,Astragal
69.7/8 �- gal Sheet 17)
8 'DLO 73-7 8' 510— 79-7 DLO 8 !��.^ Hush-1-1/7' aeo note 3
&BA and the Stile!Astragal Anchor Group Anchor Group Anchor Group AtichoYGioup Lav-2.1/2" +48.67
types shown below. 1 1 2 1 3 4 1 2 3 4 1 2 3 4 1 2 3 4 iteolum�351f4;r t+I80?0�
Hea II C4+1 C4+1 +1 +1 + + + +1 04+1 C4+1 C4+1 C4+ C4+1 + +1 C4+1 f1i1i1•HiBh a ti�+380r
24" DLO Jamb 8 8 8 8 a 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3
P-hook 6+7 6+7 6+7 6+7. 7+8 7+8 7+8 7+8 7+8 7+8; 7+8 7+8 7+8 7+8 7+8 7+8
23" HeadfS01 C4+.1 C4+1 CA+1. C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C:4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
30" DLO Jamb 8 8 8 8 8 8 6 B 8 8 8 8 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8i 7+8 7+8 7+8 7+8 7+8 7+8
Head/Sill 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+1
a 36' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH �+—
Head/Slll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C:4+1 C4+1 C4+1 C4+1 T
o =
Z 42" DLO Jamb B 8 B 8 8 8 8 8 8 8 8 8 B 8 B 8 C7
—7—+8-
P-hook 6+7 6+7 6+7 6+T 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +_ _7 -8 -7-8� m
Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 ILC_A+2 0 OH RATIO Z 1
�1 itC4L21[C4+21[ _ °a
48" ALO Jamb 8.. 8 8 8 8 8 B 8 8 8 8 8 t8�t8�(te)♦
P-hook 6+7 6+7 8+7 8+77+8 7+8 7+8 7+8 7+8 7+8. 7+8 7+8
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/A"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 M WHEN aSiM11 RE 3-_174"°SIL;[:,POSIT VE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER OW-1001P.1 MAJC(NECiRTLVE fERE_SSUFiES UTNCfJKNGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7"
3)4-.3-1/4'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS 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 FLO�IDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION,
4)SEE SHEETS 10-14 FOR ANCHORAGE 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 INSTAL(.ED.
Interlock P-hook Lockstile @ Jamb Stralght Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90°Astragal Assembly 135*Astragal PRODULTRENUff.D
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Hea dut Stile Heavy-duty Stile Hea du Stile Heavy-duty Stile R1CldingCOwltlrdset?Ior�eaq�y
�Y Y W Y W tY �Y' V 8aii pl Code'-1 ze,
Standard Astragal Inside AeecpttnceNo a
8 Outside Corner outside E>plaitfop" -�
Corner
Corner
R�_.-
nfrn,��I
tr 6_ Inside '(4 ��� a� IYNtJ,�
Corner Outside �.` ��n1 Y((F
InsldelCo Corner .• L�CENsg
T:
Part 960(Stil ;f
e) Part U61(Stile) Pan 9119(Out.) Part 962(Stile) �r:' tJo 58705
Pan 960(x2) Part H60 Part 960 Part 960 Part NSia(Corner part 11120{In.} Parts 931&932 Part H61
Part 967(Astragal) Receiver} (Corn.&Fxd Mount)
Rmwaer DOWawYbr %73
�'` STATF
10707ECNN0100Y0R1VE DPANDANCHORAGE ..FzoRto .•''���
(acj aao rsoo�a7a SERIES 770 ALUM.SGD-LM IMPACT O+N N1AL,�
ALYNMIL6ER,P.E.
Oo10 CERT..OFAUM#2V188 SO 10 NT$ B d 22 PGT0f30 m A. P,E#58705
JR 1011WI4
TABLE 2;
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601-60
For corner asuagal anchorage on 90'or 1351 comer units,sea sheet 11 (May be limned by Table 2A)
Table applies to Glass 1ppesDilor Unit Height
4,4A,8,6A,7,7A. 6&SA 80" 84• 88• 102" 108' 114' 120'
and the Stile 1 Astragal types 89-718'D O 737!8'DLO 78.7/8'D O 85 7!'DL 91-718'DLO 97-7r8'DLO 1 •7/6'DLO 109 7!8'01-0
shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group nc or roup
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
a S + + +1 +1 C4+ +1 04+1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 04+ +1 +1 + _+ +1 C4+ +1 C4+ + C4+ + + C4+1104+1 +1 C4+1 +1 C4+1
24' DLO Jamb 8 8 8 8 8 a 8 a 8 8 6 8 8 a 6 8 10 10 10 10 10 10 10 10 10 to 10 10 10 10 10 10
P-hook 6+7 6+7 6+7: 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 ;7+8 8+9 8+9 $49 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+1019+10 9+10 9+10 9+10 9+10
Head/Slll C4+1 04+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 Gt+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1
30'
23' Jamb 8 8 8 8 6 8 8 8 8 a a 6 8 8 a ; 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P•hook a+7 6+7 8+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+8 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Fleed/381 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 04+1 C4t1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1
S 36• DL80 Jamb 8 8 8 0 8 8 8 6 a 8 8 8 8 8 5 1 a 10 10 10 10 10 i0 10 10 10 10 10 to 10 10 10 10
P-hook 6+7 6+7 8+7 8+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+0 7+8 7+8 ,7+8 8+9 8+9 8+9 8+8 8+9 8+9 6+9 8+9 9+10 9+10 9+10 9+1019+10 9+1019+10 0+10
Head/8111 C4+1 04+1 04+1 04+1 C4+1 C4t1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4t1 04t1 C4+1 C4+1 C4+1 C4+1 04+1 C5+1 C5+1 C4+.1 Nt1 CSO CS+1
a 42' QLO Jamb 8 8 8 8 8 8 a 8 8 8 8 8 8 6 8 a 10 10 10 *C4+210,4+2
10 10 10 to 10 10 10 10 10 16
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+6 7+8 7+8 7+8 ,7+a 6+9 8+9 8+9 6+8 8+9 9+10 9+10 9+10 9+10 9+10 9+1019+10 0+10
H411" eadlSlll C4+2 04+2 04+2 C4+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2 05+2 CS+2 C4+2 C6+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2z 45' DLO Jamb 8 8 0 8 8 a 6 8 a 8 a 8 8 8 8 8 10 10 1D 10 10 10 t0 10 10 10 10 10 10
P-hook 5+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+a 7+8 7+8 7+8 8+9 8+9 8+9 8+g 8+9 9+10 9+10 9+10 9+t0 9+10 9+10 9+10 9+t0
Head/Slll 04+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 . +2
54• DLOJamb 8 8 6 6 a 8 8 8 8 6 8 8 a 8
P4 k 1 8+7 8+7 6+7 1 6+7 7+8 7+8 7+8 7+8 7+8 7.+8 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes
Fleadl5ilf C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 U+-2 64+2 C5+ C5+2
80"
63, Jamb 8 6 8 8 8 8 8 8 8 8 8 a 8 8 8 8
P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 + .7+8
NOTES: O= EXAMPLE ON SHEET 9
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL, DLO WIDTH=
2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"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 Height to Max.(+)DP OH LENGTH �+— DLO HEIGHT=
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A (Water Infiltration Rating) F- DOOR UNIT HEIGHT-10.125°
3)4",3-114"AND 2-1l2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112": Sill Riser Height =
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)DesignPANEL HEIGHT=
(Flat or Box,see
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = o OH RATIO 2 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION-IS Sheet 17) = o DOOR UNIT HEIGHT-1.866"
NOT RATED FOR WATER INFILTRATION. Flush-1-112" see note 3 O
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE.AND EMBEDMENT INFORMATION. Low-2-112" +46.67
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-114' +60.0
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" 1 +60.0 OH LENGTH
INSTALLED. SEE NOTES 1-3 OH RATIO= OH HEIGHT
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.
Straight Astragal Lockstite @ 90*Astragal Lockstlie @ 135°Astragal Lockstlle @
Interlock P-hook Lockstlie@Jamb PRODUCrRE4t
Assembly Straight Astragal Assembly 90°Astragai Assembly 135°Astragal nsoomptytngwlthftdreFlorida,
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Hea3y-duty Stile Heavy-dutySt.ite Heavy-dutyStile Heavy-duty Stile Building Co&A-,d- . 14 A
Inside A1N. C�
Standard Astragal Outside C ei <+o4v�e ��- !Zo
Outside Corner
Corner mi"
nd.�+•^ Miu,ni Dade' ud Ou9gr r.
FrI K3Inside 4 ()%A( LYNN 4�/�
Inside Co Corner Corner
Outside ���a��''�10ENSF''•"c�p
�•' ,.
Part 061(Stile) Part#61(Stile) Part#119(Out.) Part 1161(5tlle) x' No.58'105 Of
Part N61(x2) Part 1161 Part 1161 part t 06 (Strogai) Part 1161 Part#118Recei(Carne( Part 11120(in.) Parts a31&Mount)
Part 1161 _ r
Receiver) (Corn.&Fxd Mount) (� --
Rftwer, DOW n o°wYe"c ��C) ' SAT-flFs••' (�w:
er Rem
ta7n7Fc1rNOLoovoRrvE DPANDANCHOWE '�� '•.Kl0Ri9P•.
A VENICE,FL 34275 My
(841}46016W SERIES 770 ALUM.SGD-LM IMPACT �.;s��NAt �E�`
e. �" s.x p'++aNO R^' A.LYNN Muhl,,P£.
JR 0%10114 �� CERr,OFAM.OWM a sw-27o NT$ 7 d 22 PGT0130 P.E.458705
TABLE 3: __.._._ _ TABLE 3A:
Design Pressure(D P)and Anchor Quantities Required,(far all approved configurations on Sheets 2&31 Maximum DP shown below SIII Height to Max.(+)OP
For tomer astragal anchorage on 901 or 135'comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)
niH
Table applies to Glass Typos 4,4A, 80' 84• 80" poor Ut Sight 96' 102° 108" Sill Riser Height (+)Design(Flat or Box,sea
G.6A,7,1A, 8'&SA and the SOIe/ 69-7/6 18'D O 79.7/8"DLO 86-7115"DLO O 97-718 Sheet x, Pressure,pat
Astragal types shown below. Anchor Group Anchor Group nahor Group Anc or Group Anchor Group Anchor Group Flush-1-1/2' see note 3
1 1 2 13 4 1 1 2 1 3 1 4 1 2 3 4 1 t 1 2 1 3 14 1 Z 3 1 4 1 1 2 3 4 Low-2-if2' +48.87
Design Pressure +- + ps +.5.0 ps Medium-3-1/4' +60.0
17" Headf8ill 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+i C4+4 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
24' High-4" +90.0
DLO Jamb 8 8 8 8 5 8 8 6 8 8 8 B 8 8 8 8 10 10 10 10 10 10 10 10 SEE NOTES 1-3
P-hook 6+7 6+1 6+7 6+7 7+8 7+8 7+8 7+8 r+8 7+6 7+8 7+8 +8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
Design Pressure +/90 0 psr +/-82.6 st +1-76.0 pat
23' Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 I C4+1 1 C4+1 1 C4+1 I Q4+1104+1104+1104+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
DLO Jamb 8 8 8 8 8 8 B B 8 6 8 8 !8 8 8 6 10 10 10 10 10 10 10 10
P-hoot 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 '7+8 1 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 8+9 8+9 1 8+9.1 8+9 8+9 8+9 8+9 8+9
Design Prassuro +/-90,ops! .+!•82.6 pat +/-76.0 psi
S 29" Head/Sill C4+1 C4+1 C4+2 C4+2;C4+1 C4+1 C4,2 C4+2'C4+1 C4+1 C5+2 C8+2 C4+1 C4+1 06+2 C6+2 04+1 C4+1 C5+1 C5+1 04+1 C4+1 C5+1 C5+1
CS 36' DLO Jamb 8 6 8 8 8 8 B 8 8 8 8 8 8 8 10 8 t0 10 10 10 10 10 10 t0
P-hoot 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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 t1+9. 8+9
Design Pressure +/--90,0 par +1-82,5 pat +/-76.0 par CH LENGTH �-+-
35" Head(Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2, C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 6+2 CB+2 C5+2 C5+2 05+2 C6+2 C6+2 C5+2 C5+2 C6+2 C5+2 C5+2
42' DLO :lamb 8 8 8 8 B B 8 8 8 e 10 8 8 9 10 8 10 1 10 1 10 1 10 10 10 10 10
P-hock 6+7 1 7+e 1 7+8 1 7+8 1 7+8.1 7+8 1 7+8 1 7+81 8+9 8+9 8+9 8+1 8+9 8+9 8+9 1 8+9 1 8+9 8+9 8+9 8+9 1 8+9 8+9 T N
OH RATIO�1
Design Pressure +/90.0 psi Sao Note A below. +682.5 par +/•75.0.pat =
48" 41" HeadI111 04+2 C4+2 C6+2 C5+2 C442105+2 C5+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C6+2 C6+2 08+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 p
DLO Jamb B 1 8 1 8 I 8 1 8 1 8 1 10 1 6 I 8 1 8 1 10 1 8 =s 8 110181-101 10 1 10 I 10 10 1 10 1 10 1 10 1
P-hods 6+7 1 7+8 1 7+8 1 7+8.1 7+8 1 8+9 1 8+9 1 8+9 1 6+9 1 8+9 8+9 1 8+8 8+9 9+1019+1019+101 8+9 19+1019+1019+101 8+9 19+1019+10 1 9+10
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:490.0 PSF FOR GLASS TYPES 4,4A,8,6A,7A, 8&SA; +/-87.1 FOR GLASS TYPE 7
NOTES: OH RATIO OH LENGTH
=
1)POSITIVE PRESSURES-IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT
2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL;POSITIVE WATER NOM.PANEL WIDTH-7"
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 2-112"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 OURRENT FLORIDA PANEL HEIGHT=
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866"
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCEAND 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.
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.
Straight Astragal Lockstile@ 90'Astragal Lockstile@ 135*Astragal Lockstile@
Interlock P-hook Lockstile'@ Jamb Assembly Straight Astragal Assembly 90•Astragal Assembly 135°Astragal PRODUCrkmW139
w WMPIyI:*wtth 1be Ftadda
Heavy-duty.Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Ruitdin8 Carlo
Heavy-duty Astragal. No
Outsid$Corner Outside Cerner Aaepeanca
Corner tee,
nuvni nearori
4finside qEE�[ 114
�`ON"( LYNN
InsideF7,; Corner outsld
Carrier
Part tl63(xZ) Part A61 Part N61 Part#61(Stile) part N61 Part Part�1(Colmer Part 0119(Out.) Parts 61(StN32 Part 061 ile) * No.58705
Part N68(Astragal) Receiver) Part ASZO(in.) (Corn.&Fxd Mount) L� ''e -
mWBY.. a. Rfttb%' Msl tf-'TE. r
1070 TE, 5ur.
DPANDANCHORAGE FLORiO�`.•' \�,'
iWFL
IM80.1600 SERIES 770 ALUM.SGO-LM IMPACT rNAI
6.>.axoa6 aar. Sn"m a.wara* — A.LYNNMILLA,P.E.
ate ' CFRT.OFAUiN.A20180 t3GD 770 NTS 8 a 22 PGT0130 P.E.}F 66705
JR 10/10/14
NO FRAME '7-1-8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10
SEE°C5'CLUSTER SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7
POCKETS INTERLOCK CLUSTER,SEE -"
THIS AND 60"NOM. DETAILS,SHEET 11 x x
SHEET SEE POCKET (g)P-HOOK PANEL WIDTH
r-- x xI\ x x x x x 6"MAX.
JAMB MOUNTING (_x x x / x x x x
INSTALLATION, ADAPTER 6'MAX I x x x x x x x xx x x x x x�
THIS SHEET ANCHORS MIDWAY i 1 'o' �-3,MAX. x x
_ &SHEET 14 BETWEEN P-HOOK i ®' I I 4 PAIRS OF
ANCHORS&AT 3" 1 x=FRAME x ANCHORS
FROM TOP& i o
.. :.,. ® ' 1 ANCHORS (TOTAL S
BOTTOM �� 14' I � ,`,'1�� o UNIT 21"M'�• ANCHORS)
MAX.O.C.' HEIGHT O c' PER JAMB
4.051" -8"MAX,TO OPENING 01 �4"MAX.O.C.
i m Q®=P-NOOK
EDGE OF POCKET SEE w 1 , ANCHORS
0 x x� (SEE JAMB
INSTALLATION i ® DETAIL
'
DETAILS.Jc'&'Kc', ' � Zo=p-HOOK BELOW)
END PANEL SHEET 14&PART ®� i ;0 MOUNTING
AN DETAILS'J`&'K', i l I I 3'MAX. ADAPTER
24"MAX - x x
(2 ANCHORS) SHEET 19 FOR i a LLJ lo�-� ANCHORS -
O.C. P HOOK -----B'MAX. �` x x x x
"+2+ --- x x x x _ x x x x x x x' ✓ END PANEL
ANCHORS END PANEL . x' x, x ?` x x - x X' 6'MAX. ANCHORAGE SEE
ANCHORAGE ANCHORAGE x x x r x xxx x' x x �.+p• ,+2- SKETCH BELOW)
(SEE SKETCH BELOW) �.+T ++T •+p• ANCHORAGE ANCHORAGE '
CENTERLINE 8" NP -.— ANCHORAGE ANCHORAGE ANCHORAGE 2.04"
OF PANEL i
24"MAX. EXAMPLE:5-PANEL 2 TRACK 90°OUTSIDE CORNER-nXX/YXO'-EXT.MOUNT POCKET ANCHORAGE PLAN:_
O.C. IW'x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAYBE ADDED
I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE
i—' 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR 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 8-8 AT EACH INTERLOC<AND STRAIGHT AND CORNER MAX.
PANEL - SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OFA DITIONAL 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 ONL`� n`` ` .64"
"+2'ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR 5
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT —'-
6°MAX.
REQUIRED AS PER THE FIGURE AT RIGHT: iEeor
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 2-TRACK PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR PRODUCT RSN8Wti6
"+2"ANCHORAGE ns coy"PIyLmB wtdt�Fbri&
REQUIRES SEE"C5"CLUSTER! END PANEL Budding Cock iF rY
CENTERLINE CENTERLINE"C13"CLUSTER,SEE I—OF DETAILS,SHEET 10; OF ANCHORAGE Aueprente No
• L14.051"
LS,SHEET 11 FOR ASTRAGAL (2 ANCHORS} g+ ti io"�INTERLOCK ASTRAGAL
, � ` 3.5,. MAX. '"n,Dodgy '' r
• •' • - ���� N� LYNN
14
CENTERLINE CENTERLINE CENTERLINE Yr No.58705
EXTERIOR OF PANEL 3 °+2"ANCHORAGE OFPANEL 4 "+2"ANCHORAGE f OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS = 0 i j Imo:
� u
1070 T6CHN6L0OYORAfE ANCHOR,4GE SPACING&EXAMPLE PLANS ;,�� '• F(oPoDI`• ' C:>�
N.VENICE,FL 3427Q SERIES 770 ALUM.SGD-LM IMPACT ��'%s`SIONAI-LC.''�
�^� """�°� Isar!aearsao
n wa; oet" j�Gvsafwauet sWs aMt d LN•YCNi Re. A.l�'�lNIdILl E3,P.,
JR tai0/i4 CERT.OFAUTH..AP0209 sao-na NTS 9 22 PGTOi30 P.E#58705
! B"DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04
INTERLOCK-•-1--iF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK IF NEEDED 2.04"
CENTERLINE I CENTERLINE "CB"CLUSTER DETAIL) CENTERLINE I 1.i5"
EXTERIOR W DIAG.
1.75" I 3.5" 21" —�
DIAG. __ 4"DIAG MAX.
�y n O.C. EXTERIOR
2.04" 2.04" 2.04'
21°
.._...I I
5.64' MAX.
EXTERIOR 3'J 7" y ExrJE�woR 4"DIAG. 7' EXTEnnRIOR 7" 3.5° O.C.
2 TRACK FRAME HEADISILL �/ 2 TRACK FRAME HEADISILL V i 6"MAX.
2-TRACK FRAME HEADISILL
Cal.ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK Cod ASTRAGAL OR INTERLOCKRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED,"C4'•) ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"CB") 6"MAX.
ANCHOR PAIR
4-TRACK
ASTRAGAL OR�SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGALOR LOCATION 6"DIAG. FRAME JAMB
INTERLOCK IF NEEDED INTERLOCK-- CONDITION,USE INTERLOCK IF NEEDEDEXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 1� 3.6. 2.04'
7- ANCHORS MAY BE INSTALLED
_ 21" EITHER IN THE EXT,OR INT.
.
2•04° 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08" O.C.
I I 2.04"
_ ._�..._ b.64" NOTES:
1.ALL.DIMENSIONS SHOWN
EXTERIOR EXTERIOR 4"DIAG. EXTERIOR—� 3.6"
7° 7" n 3 5" ARE BASED ON MIN.
3 TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL V 3 TRACK FRAME HEADISILL 6'MAX. ALLOWED.
@ ASTRAGAL OR INTERLOCK Ca3 ASTRAGAL OR INTERLOCK Ca@ ASTRAGAL OR INTERLOCK �� 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") I ANCHORS ARE REQUIRED,"Ce") ANCHOR PAIR P-HOOK SEE SHEET 9.
! FOR SPLICED
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ` ASTRAGAL OR (FOR SPLICE
INTERLOCK�IF NEEDED INTERLOCK (FOR SPLICE '; INTERLOCKS CONDITION,DO NOT CONDITIONS ONLY:
CENTERLINE I CENTERLINE I CONDITION,USE USE THIS DETAIL) SPLICE LOCATION
C6"CLUSTER DETAIL) CENTERLINE IF NEEDED
1.76" l 3.5" 7" 3.5„
3.5" —�j 3.5 �.--
_�.
with Ow Flotidn
4"DIAG. 2.04" 2.04" as uotnpiying r
_ 4°DIAG. swidiRgGode
2.04" 6,37 DIAG. 4"DIAG „ytvme � . 2
4"DIAG. I 2.04" Micmi Dads Yrtn?
( 1511fr1j
EXTERIOR EXTERIOR EXTERIOR 7" 3,5" f 3.5" ������+Q�a�,.....,•�1/(�<C�i��
V 4-TRACK FRAME HEADISILL V 4-TRACK FRAME HEAD/SILL ID 4-TRACK FRAME HEADISILL �r
(ca ASTRAGAL OR INTERLOCK (cb ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK No.58705
(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 I�TA_TE, � RMWa „� a ., :
Roftbal 1070TECHHOLOGYDRIM ANCHORAGE EXAMPLE CLUSTERS i F •• �ORIOP• ' ���`
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JR '10/10114 CERT.OFAUTH.M20 5(30.770 ITS 10 d ZZ PGTO130 RE.#58705
2.04" 2.04" INTERIOR 2.04 INTERIOR 2.04" NOTES,
INTERIOR
INTERIOR ` 7„ 1_ALL DIMENSIONS SHOWN?4'DIAG. 4"DIAG. 8 ARE BASED ON MINIMUM
6.12" 6.12" 3.5" 3.5" ALLOWED.
INTERIOR r INTERIOR 7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR
90° 3. " 90° 3. " 1 ° EXTERIOR 1 ° QUANTITY AND SPACING,
— AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4°DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4., 3.6. 4" - 3.5.. 3 „ EXTERIOR
4" "+1"ANCHOR
2.04° EXTERIOR 2.04" 7" --� 2.04^ EXTERIOR 4" 2.04° 7 _
EXTERIOR 8.94"
90°CORNER 90°CORNER 135° :ORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL
ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED," ANCHORS ARE REQUIRED,"C6")
4.08" "+2"ANCHOR
INTERIOR
EXTERIORINTERIOR
4'C" "+1"ANCHOR
4" 7,41" -- 204" 4"DIAG.
INTERIOR 3.5 INTERIOR - -
-- 90, 7,,. 135° 3.5" 1
CENTERLINE
EXTERIOR I-.-
3 I 3.5":. OF PANEL
4.08" 4.08" _ "+3"ANCHOR
5.37" G. 6.37" AG. 7
CENTERLINE
3.5" 4" 3.5" 4 OF PANEL 2'�" 4"DI G.
EXTERIOR 7" EXTERIOR 7" 4" INTERIOR A` "+2°ANCHOR 3.5"
90°CORNER 135'CORNER EXTEEnMOR VIEWS 7"
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL I V 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" 12" 3.5" 127
EXTERIOR NTERLINE
4" INTERIOR 5.88 OF PANEL
INTERIOR 90° 4 3.5" 135° 04„ 1+31 ANCHOR
7„ .
o PRODUCTAIFIN ID
6.12” 4!'D 6.12' " G 3.5" 4.08" Dtg7 wllstifsa Florid:
" ncceptum N0
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7" EXTERIOR Ex ,ai� .f
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2.04" 4"DIAG. 3.5 3.5" —�. Miz,44 D;t&P,c4lf4 S:yf.)
CENTERLINE �� LYNN r
EXTERIOR " EXTERIOR 4' ° ���
90°CORNER 2.D4 OF PANEL
135°CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEi4DlSILL
INTERMEDIATE ANCHOR LAYOUT
No.58705
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) - =_
(3-TRACK SIMILAR) - ---w -
sy. ar: a°,kau; �O•' i Sr`'AT�bs �./•Ili
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN,OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE: SEE TABLE A,SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1116" ��r 2-1116"' 2-1116"' NOTES:
EXTERIOR -_ 114" —--.------ 114" 1..ALL DIMENSIONS
--------------------------- 114 ----
�-- MAX. MAX, MAX. SHOWN ARE BASED
..-
SHIM EXT R _( _�-� .CL=� �,7 SHIM EXTERIOR - SHIM ON MIN.ALLOWED.
EMBEDMENT: i 2.METAL OR WOOD
SEE TABLE A k AY BE
USED FOR ALSUBSTRATESL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
TYP„SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOEt NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
2 TRACK FRAME HEAD 3-TRACK FRAME HEAD 4 TRACK FRAME HEAD •DIAGONAL O.C.IS
WOOD INSTALLATION Bw WOOD INSTALLATION �METAL INSTALLATION MIN 4' (HEAD&SILL)
OR 6 (JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHORTYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1. NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE.S, NOTE 5, THE METAL SUBSTRATE
1(114"MAX.) - 1 SHEET 1� 1 SHEET 1�
(114"MAX.) (1/4"MAX) .:
EXTERIOR EXTERIOR EXTERIOR EMBEDMENT:SEE
TABLE A,SHEET 1
2-1116"* 2-1116"' �2-11`16"•
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
E SILL
®w WOOD INSTALLATION Ew WOOD INS2-TRACK FRAME SILL 3-TRACK TALLATIONMETA IINSTME SILL dFi�4-TRACK ALLATION
EMBEDMENT:SEE _ 1
TABLE A,SHEET, J
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 "I SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE 1 SEE TABLE A, METAL HOR
TABLE A,SHEET 1 � .t
-.—t SHEAT 1 SEE ANCHOR
E DISTANCE: I NOTE 4,SHEET 1
2X WOOD 2X WOOD
E TABLE i4,
TYP.,SEE ANCHORTYP.,SEE ANCHOR PRODUCYRENMD
SHEET 1
NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1116 ' a'co°'ylyta�wld�tt�elorido
SFAS ANCHOR TYP., Building Code
A t®oe.No
6'• 2-1116"' S&TABLE A SHEETS fix 0° ` w
WOOD ANCHOR TYP., WOOD ANCHOR TYP., ( MIN.OF 3
SEE ANCHOR.NOTESSEE ANCHOR NOTES 9THREADS gig;:..,,;
$TABLE A,SHEET 1 &TABLE A,SHEET 1 EXTERIOR METABEYOND THE \\\��N� LYNN h1/
EXTERIOR ••"'
— ` EXTERIOR �} SUBSTRATE \'��O'•�GENS,r,C(�,Pi%�
114"MAX.SHIM T I-.- 114"MAX.SHIM -►�I+- mi___
1/4"MAX.SHIM -4 t+ 5 xk
_ � No.�4705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Y
Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION 0 t
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JR 10 10/10/14
INSTALLATION 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
PER TABLE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
A,SHEET 1 2-1116"" PER TABLE 2-1116 PER TABLE 2-1/18'• ON MIN,ALLOWED.
A,SHEET 1 __ A,SHEET 11/4" •DIAGONAL O.C.IS
EXTERIOR - - - - -." MAX. MIN 4".(HEAD&SILL)
=- -- 1 - --- - — SHIM „
1 - - - -
(JAMS)
__. _ .._:_. �.� OR M EE
EMBEDMENT: 114" EXTERIOR 114" EXTERIOR DETAILS,SHEETS
SEE TABLE A, MAX. MAX. 0&11.
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1 X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK,TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHORWA3:T�,R�AGRAFAEIN
EET 1 TA,SHEET 1 ANCHOR NOT 3,SHEET 1 TABLE A,SHEET 1
- 9CK�fRAMEsHt . • _fRAL�14•FRAME;CON0REITEIINSTAIRAT N T-ElWsl AtI!ATIbN CQNCRE+7EUf1S3AtL�AT0.
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE-ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK 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
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5,SHEETS OEET NOTE-5
1
1(114"MAX.)
^[}- (114"MAX.) _ ` _ (114"MAX.)
EXTERIOR I £ EXTERIOR , . " EXTERIOR �s
2-1H 6"'_ _ 2-1116"• +—rl - -J— -- CONCRETE
2-1h 6"' PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
EMBED ENEE T.ABI EE1 _
=TiR4CK F,AR4Et5![Lj 3 TRACK FRAME SILL 4� CK3FRAP71Et51LL
DCT •ONCRE+TiE NSTA&WTION Ec ONCRETEINSTALUATION Ifol GRETEIINSTAUFATION.-.-
EMBEDMENT:SEE
TABLE A,SHEET 1 --~I
EDGE DISTANCE:
EMBEDMENT:SEE T SEE TABLE A,
TABLE A.SHEET 1 SHEET 1
EDGE DISTANCE: PROPERLY SECURED
EMBEDMENT:SEE SEE TABLE A, 1X WOOD BUCK TYP.,
TABLE A,SHEET ISH EET i SEE ANCHOR NOTE 3,
PROPERLY SECURED - EDGE DISTANCE: PROPERLY SECURED SHEET 1
1X WOOD BUCK TYP., SEE TABLE A,
SHEET 1 1X WOOD BUCK TYP., PRODUCI•REMWgu
SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR :' 2-1/16" �comptylnywm60Flod&
SHEET 1 SHEET 1 TYP.,SEE ANCHOR tWIcOdO .
CONC./CMU ANCHOR 2-1l16„. NOTES&TABLE A, /ira-n��o yNx
TYP.,SEE ANCHOR 4 CONC.ICMU ANCHOR, SHEET 1 CONCRETE
NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU
SHEET 1 CONCRETE NOTES&TABLE A, 9nI"ni On n
EXTERIOR r EXTERIOR PER TABLE \���0�{ flee
R I OR CMU EXTERIOR SHEET 1 CONCRETE �7_ A,SHEET 1
V 114"MAX.SHIM I+- PER TABLE nn OR CMU V ��GEtus� '•., p
A,SHEET 1 V 1/4"MAX.SHIM ---�-i I r- PER TABLE
- A,SHEET 1 i/4"MAX.SHIM -•I - =_ '�r r Nu.56705 -
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB ah 4-TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION He CONCRETEICMU INSTALLATION Qlc CONCRETE/CMU INSTALLATION
d 30
Ftmdgr ay< Rry� o.a�r, ,pd'•. sTATraT .
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ANCHORAGE DETAILS :'h�v''• FCORiOf;.•' ��`�
H VENICE FL W27510NAL��
WIM80-1600 SERIES TTO AL UM. SGD—LM IMPACT /'/111111110'
` `
orvn er: aye arm sayers aura R`" A.LYNN MILLER,P.E.
JR 1011WH4 CERT.OFAUTN,MW 8G0.770 NTS 12 d 22 PGT013p P.E.055705
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.093°MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE 2.FIGURES ON THIS
EMBEDMENT:SEE TO PREVENT DISTANCE SHEET ARE FOR
WOOD FRAMING TABLE A.SHEET 1 P-HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE
WOOD ANCHOR TYP., INFILTRATION _
CONC./CMU
ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: —=—` ti = SEE ANCHOR NOTES 2 fi ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, _ _ — &TABLE A,SHEET 1 ti.` TABLE A,SHEET 1 ALL APPROVED
— 2p (ALSO SEE TYP. SUBSTRATES.
SHEET 1 — - _ ILLUSTRATION,SHEET 9} 1-114"MIN.EDGE DISTANCE
LD DISTANCE SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A.SHEET 1
�, EMBEDMENT:
` 2p SHEETS 69 FOR
SEE TABLE A, r' `''` P-HOOK MOUNTING REQUIRED P-HOOK
26 ?• AND.P-HOOK
EXTERIOR SHEET 1 ct i ;'',' ADAPTER CONC./CMU
PHOOK WOOD ANCHOR TYP., rL ANCHOR TYP.,SEE MOUNTING ADAPTER
�/ P-HOOK ANCHOR QUANTITIES.
SEE ANCHOR.NOTES AN NOTES&TABLE
&TABLE A.SHEET 1 CONCRETE OR EMBEDMENT:SEE _ A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2:b93"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)
4a P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
—dV PARTS#18,#20,#22 OR#24, Jo PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR EMBEDMENT:SEE P-HOOK:MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1; +—TABLE A,SHEET 1 ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE
—`
MIN.OFS THREADS ANCHOR TYP.,SECMU PER TABLE.
E A.SHEET?1 — ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES "
A,SHEET 1
SUBSTRATE 20 &TABLE A,SHEET 1 , a, :'!, (ALSO SEE TYP.
(ALSO SEE TYP. EMBEDMENT: ,,:r,•:'.,:`:•,;"ti,:.. ILLUSTRATION,SHEET 9)
ILLUSTRATION, SEE TABLE A,
SHEET 1 ,r. 20
EMBEDMENT: SHEET 9) 7.:
SEE TABLE A, EDGE DISTANCE:SEE
SHEET 1 ABLE A.SHEET 1 1-1/4"MIN.EDGE DISTANCE
30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE .,ANCHOR NOTES ANCHOR TYPSEE ns
c968w11htbeFTu'fda
&TABLE A,SHEET 1
ANCHOR NOTES&TABLE I B141dingCa4p�� Q
(ALSO SEE TYP. Accepl'Moo No
2.693"MIN. A,SHEET 1 2.693"MIN, sx '
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP, EDGE DISTANCE
ILLUSTRATION,SHEET 9) tvli:.mi Dada P�{,IlpttlQdurtvl��
P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS +
Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, ;��,�Z•pC, �pENSF'/C(Fp r�'�
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A,2A&3A MOUNT (SEE'TABLES.IA,2A&3A MOUNT ,x�•' �t
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No.58705
sAfFldf-
AWAY£A3 i D"1E ANCHORAGE DETAILS ,,�r `
a (04IMe0-1600 SERIES 770 ALUM.SGD-LM IMPACT
&*Nooka.", �" ° �vN' R'" A.LYNN MILLER,P.E.
assn W ��a' CER T.OPAUTH.d2&?A6 8G0.770 NTS 9Q d 22 PCii'o190 REA55705
JR 90/!0/14
CONFIG. EXAMPLES
MAX.UNIT ,
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL W, DLO TYP.PER TABLES 1-3
SHEET 18;INSTALLATION WIDTH INTERIOR
DETAILS'AW&'AC', G
SHEETS 12&13 ExTERIOR
` 90"
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE ,QS, AS. TYPE SHEET 19&CORNER
'A' 'K' ANCHORAGE SHEET 11
NOM. MAX.UNIT
MAX. PANEL / / MAX. HEIGHT INTERLOCK DETAIL
PANEL % WIDTH TYP. DLO PER 'M',SHEET 10
HEIGHT SEE PER / HEIGHT TABLES EXTERIOR INTERIOR
NOTE 2 TABLES 1-3
4�....,, ,.� JAMB DETAIL'G3',SHEET
CL
X X 18;INSTALLATION DETAILS
Y
GW&'Gd,SHEETS 12&13
90'
SILL DETAIL'D',SHEET 18;
INSTALLATION DETAILS EXAMPLE: 900 INSIDE CORNER,4 PANELS-XX/XX
'Dw'&'Dc',SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.886"
118X1"
#10 X 1-112" PH SMS
PH SMS
ROiWCTRENEWM
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PANEL CORNER FRAME CORNER wf pant Nwo
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DETAIL DETAIL
iy
linmi Dud4 etd i c mW 11
NOTES: :\1����'' Eld �1<<F/��:
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6.8 FOR MAX.
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. = `'Y No.50705
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. — fi 2TTE1
ftMU9Y DOWRehkw: 5 o,=
10707MMOLOOVORM ANCHORAGE DETAILS/EXAMPLEELEVATION ';,`°FS'`fF ......
ta?.•��G��
N.VEMCE,Fc sagal Al,
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SERIES 770 ALUM. SGD-LM IMPACT 1111 i i l l i i%%%
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CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
�'M',SHEET 19 OPERABLE JAMB DETAILG3',SHEET 18;
' vy INSTALLATION DETAILSGw'& GC',SHEETS 12&13
HEADER DETAIL'A',SHEET 18; MAX'
IXED JAMB DETAIL'G2',
���RETAIL'A',SHEET pL0 JAMB DETAIL.G3',SHEET
SHEET 18;INSTALLATION 8; LLATION DETAILS —INSTALLATION DETAtLS'Aw &'Ac', WIDTH 18 INSTALLATION DETAILS
DETAILS'Gw'&'GC', L2,SHEET 19 'Awe&'Ac',SHEETS 12&13 SHEETS 12&13 �, '�'Gvf&'Gc',SHEETS 12&13
SHEETS 12&13 ( 90°
FT
EXTB 10 INTERIOR
PANEL PANEL PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL INTERLOCK DETAIL
'R' 'L' 'D' A' TYPE TYPE TYPE TYPE MAX. V.SHEET 19
MAX. A CS, 'pS' K, ,
DETAIL
NOM. UNIT UNIT 90°OUTSIDE CORNER
/ ! ! PANEL ! / PER CORNERANCHORAGEDETAILN11'.SHEET 19&
PANEL HEIGHT SILL DETAIL NOM. ` HEIGHT
MAX
WIDTHTYP.YP. PER! SEE TABLES 'D',SHEET
MAX. / WIDTH TYP. / PER
/ SEE SHEET 11
DLO TABLES 13 NOTE 2, 13 INSTALL DLO PER NOTE 2. 13 INTERIOR
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 13 SHEET 15
'Dw'&'DC', EXTERIOR
0 X X SHEETS 12 a <�a NOM.PANEL
&13 , WIDTHTYP.
(_ X X X X PER TABLES
MAX.UNIT WIDTH SILLL'D,SHEET 18; MAX.UNIT WIDTH 1-3
SEE,FRAME&
PANEL CORNER MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 152( TRAC) 'DW&'DC',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XXIXX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'Lt'& "SHEET
K DETAIL V,SHEET 19 INSTALLATION DETAILS 9w'&
L2,SHEET 19� INTERLOCK DETAIL V,SHEET 19 'Ic',SHEETS 12&13-\
1 HEADER DETAILJ� AMB DETAIL'H2',SHEET P-HOOK.DETAIL'J'& B'•SHEET 18; , ' •�' '
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS live INSTALLATION JAMB DETAIL'I2',SHEET 18;INSTALLATION HEADER INSTALLATION
SHEET
'HW&'HC',SHEETS 12&13 Jo','Kw'&'Kd,SHEET i4 DETAILS'BW&'Bd, DETAILS'IW&id.SHEETS 12&13 18;INSTALLATION DETAILS
SHEETS 12&13 Cw &'Cc',SHEETS 12 813
(+ MAX.UNIT WIDTH MAX.UNIT WIDTH
PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE
,R, L, ,M, ,F, i M, F F, MAX.
MAX.UNIT NOM, ' i NOM. UNIT IiOpUCCRE '
HEIGHT PANEL a& j PANEL HEIGHT wid,d"Florids
romplyi,yl
PER WIDTH TYP. WIDTH TYP. / PER ��dscwk
�
TABLES MAX ! JTI
PER � 1 SEE MAX_ PER TABLES uryion13 DLO iwn e
NTABLE51-3 OTE 2DLO TABLES 1-3 13HEIGHT SHi SHEET 15HEIGHT �mTad PtIfiit,OX' X IIN
;hZ .•'�,OENSF: '•�P
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;'� I EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; `�� ' Ido.58705 _
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS} INSTALLATION DETAILS
$TATE O
Ew'&'Ed,SHEETS 12 613 1 8'1-,SHEETS 12&13
ww. lU
4 Oslo: Rwkkm: f ?�!4 �jy''•• ! ••' L(l••
V r �,,•
r0mTEcxsococraRn� EXAMPLE ELEVATIONS '.,,FCoft1U�'
ow: Rem k VENICE,Fc 349re r4ss , �. ..... \
Re Sxaro SERIES 770 ALUM.SGD-LM IMPACT �/'j&/0 N P1'L• o
[8df}4B01800
sft.V.%b amro p.wmrra + ALrNt�IIILt�R P.E.
SJR 70110114 CERT.0FAUYH,#2QM ® 80470 NTS 16 22 PGT0130 E'.E.f158705
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER N RECEIVER
TYPES STILE WI HANDLE BOX OUT BOX IN BO RECEIVER
OUT IN WI HANDLE W/HANDLE W/HANDLE WIHANDLE WIHANDLE W/HANDLLE 8 $118 WI HANDLE WI HANDLE
#31 1131
L(� 0120 #119 #81 #11W #61 #51 #B1 U81
�o
SINGLE � l F PP K L
OUT f90XoV1) TR TQ TC TA TV TW
INTERLOCK
/
S N B F P A xo C IC SQ SC SA SV SW
INTERLOCK
IN OtnxOur (80x00
FIXED RR R S IS FD FC FV FW
STILE .�'
(OOxovrJ 070Xa)
LOCKSTILE D M J J
W!1HANHANDLE {aoXourl moxmo
LU as X ACIAL
OUT
80XOUT LR / PANEL NOTES:
�
W!HANDLE moxoun 1.SEE DP TABLES 13,SHEETS 8.8 FOR.PANEL
ASTRAGALA r /�I rER1DR SIZES a DESIGN PRESSURE.
BOX IN 7 Y LEFT Lf y— RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
W W/HANDLE leoxlf0
J PANEL PANEL ARE NOT REQUIRED FORANY CONFIGURATIONS
)- ASTRAGAL T U STILE �ExTERIOR. STILE AND ARE NOT AVAILABLE.
U) BOXOUT / 3.90'ASTRAGALS TO USE HEAW-DUTY STILES
(QOXwU iwxotrrl (#61),CORNER RECEIVER(#118)AND EITHER
PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
W BOXIN sASTRAGAL = — T v APPLICABLE STILVASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
ASTRAGALS.
'" iwx" 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES
J (#61)AND CORNER ADDON(#31).
INT CORNER — RT C'
90 LOCKSTILE
J W/HANDLE#120
w EXT CORNER SILL RISERS OPTIONS z32^
Z go T QS -+ �— .232'
Q W/LHANDLEILE_ 232' I I EXTERIOR
Q. #119 _� —. 232. OR EXTERIOR ,052•
EXT CORNER#51 EXTERIOR EXTERIOR 002'
90 RECEIVER [��- / ,T CS �� ow 3.305' 4.055'
WI HANDLE B11W v
4L.
2.55'51' 'Af
INT CORNER#61 AT AS DF 1.7.062° �' �r �J� �
90 RECEIVER
WIHANDLE ft,18
EXT CORNERSILL RISER,F T` SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT
90 RECEIVER 81 CF 16'FLUSH,1-1/2" (BLOW,2-11T 22 MEDIUM,3-1/4" 24 HIGH,4"
ODUCT RMEWED
EXT CORNER #31 .750' 14 •750'aRwmplyins wwflhtw Florida
13,6RECEIVER & VT VS VF EXTERIOR OoildinitCodo
�R EXTERIOR �`
W/HANDLE #87 /� EXTERIOR E%TERIOR i '7fi0' .0521 aR—p� t4 v �zc
INT EOCENEORNER 1 W T 1)/{I S �F .908' (� 082' 4.055" `
35 RECEIVER a�� `� .052' Y' p-
W/HANDLE 1 L-
p �- .062' 2.565 p 3.305' Milani I)M.c Pa Cy o�
ILJL 1.567' 44
_ JL l I /�"0
'IFF
SILL
19' SILL RISER,BOX
I' 21 SILL RISER,BOX 23 SILL RISER,BOX 25 SILL RISER,BOX �T
FLUSH.i-1l2" O LOW,2-1l2" MEDIUM,3-1I4" HIGH,4" =tc Hp.6nT0' —_
sY
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 � Ud
ey. oxm wNwm nunvpsee ��� STA E Or-
1010
s1010 TECHNOLOOYORIVEFPANEL TYPES -O,h'••,, FCOR10�•'•:�`�
N.V6NJCE,FL 34276 rt.
�s41�4aa laoo SERIES 770 ALUM. SGO-LM IMPACT '�cS�8/�1/ONA%- C,
n By. �11'6�110114
mla. 8a►: trentA.LYnP wak P.E.
JR CERT•OFAUTH.A1B2pB SOD•770 NTS 17 2� PGTOI3O FEN 60705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 108 FULL PANEL JAMB LENGTH
60 OR 61 105
LOCK PART
FULL LENGTH 14 758107-110 17
14 106 OF JAMB 5 G3 60 OR 81 5
60 OR 81 E sD OR 61 2-TRACK JAMB S8
s_--. .. ,
G1
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
-- CLIP#105 WITH
105 6"LONG W1 RETAINER 8106 OPERABLE FOR FIXED LOCK PART
113 " MIDS�PAN (SHOWN WITH PANEL) PANEL CLIP
80 75 8 107-110
FIXED PANEL TO EXTERIOR 103 LOpCK PART 103 SEE DETAIL G2
THE INTERIOR) 113 76 8107-11 FOR FIXED 5 BO OR 61
1�EXTERIOR PANEL CLIP 103
14 -U
16 5
112 16 17
123 FULL LENGTH ��"/ 40 Ci4 t-1 69 OR 61
#10 X 3M" -- OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR l yEXTERIOR EXTERIOR EXTERIOR
SMS,X 3 CLIP 880 OR#105 51 52 W/SCREEN v
6"LONG ver W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4 TRACK JAMB
Q J�_ (SHOWN WITH HI (SHOWN WITH H2 (SHOWN WITH I1 (SHOWN WITH 12 (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
I-I 60oR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
yEXTERIORFLEXTERIOR
2
InF-
112 1 3 4
45 5 113 5 113 5
52 51
69 EXTERIOR 89 EXTERIOR 68
EXTERIOR 53 6 �]
aLo
SHOWN CREEN FR
.SCREEN FRAME H A/D
RACK j6jh4-TRACK MAX.UNIT
OPTAME HEAD FRAME HEAD HEIGHT PER
TRACK TABLES I3
53 69 W72
69
EXTERIOREXTERIOR
52 61 72 OR 73 a a 72 OR 73
PRODUCT RENIIWEO
46 11 as o0mplyhhg with she Florida
113 10OsJ �_ ..Ioc40 47 811cezplmsceDto EXTERfO 1121131135 hliuma Oa�N:P a�S.1%P{�
IMIN
rT
2-TRACK WISCREEN 3 TRACK 4-TRACK ���a'�.•.•'��ccNs C•
FRAME SILL FRAME SILL FRAME SILL si No.56705 st
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES —WE_
1-3,SHEETS 6.8 FOR OP(PSF)ASSOCIATED WITH STILE. 1) t r-4�5
Rosc48l: Olemc ftaM1m.• r i /ti •. STAE
RftwW DOW'
N.VENICE,FL 10707ECRNOLOGYDRNE VERT/CAL SECTION DETAILS
34274 Tars
Re SERIES 770 ALUM.SGD-LM IMPACT err UNA�-
(94¢480•f600 same swu sz.r n,..syw. TnKLYNN1 j t I 1
� ��' CERT.OFAUiH.fJ2929e 500.770 NTS 18 d 22 PGT0130 A. P E.fw sa 05 P.E.
JR 10110/14
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 118
28 S11
3-011 113
27 83 26 27 83 103 62 111 63 80 OR 81
7EXTERIORRI
o1 00 OR 61
29 14 65
29 12066 111 92 ,jI,EXTERIOR 111 82 90' EXTERIOR
V �v/ EXTERIOR INTERIOR EXTERIOR
P-HOOK FOR FLAT SILLS e P-HOOK FOR BOX SILLS INTERIOR
J (EXT.OR INT.MOUNT) K EXT.MOUNT ONLY 90'
pC 7 LocK PAR 00 OR 81
76&107110 0711 61 75 8 107-1 ti E
eINTERLOCK
14
113
i --
8D FjEjXTEjRf0Rf
61 118 %9=9�EXTERIOR 113 113113 103 119 FJCTERIOR
87
L1 WITH STANDARDSTILES 460 L2 WSTANDARD ASTRAGAL 467 ITH CORNER ER ITEM (HEAVY-DUTY
H HEAVY-DUTY STILES#61 N1 2 TRACK SHOWN 2-TRACK SHOWNS SH
STILE)SHOWN,ITEM 080
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.
4 INTERIOR
31 LOCK PART
75&107-11
4 INTERIOR
5 4 INTERIOR
135° 5
PRODUCTREM"D
7 11 m oamplyirtg vdlh Iho Florida
135' snitdtng fade
14 b 61 32 A«eptm�ae No
103 &xQi ioa0gte �
32 11 5 EXTERIOR 61 iyifumi Oaule rccduel faiUroll
OCK PART3i 103 81 V EXTERIOR 7 135°INSIDE CORNER �` U� LYNNy1lLl,����r
75&107-110 14. E �Octvss
02 2-TRACK SHOWN < •' r i
135°OUTSIDE CORNER y: No,50705
01 2-TRACK SHOWN - y
ME
FtMbns
10707ECHNOL00YONVE HORIZONTAL SECTION DETAILS, CORNERS ;gyp n OF
N.VENICE,FL 31276 van:
(041)480.16W SERIES 770 ALUM.SGD-LM IMPACT �;,�&&10 �r
om°ner Oew cn°orcee Data eaLsfinee s°w srox en.rr rta rser A.(VNN MIULt?f��P.E.
JR 10/10114 CERT.0FAUM429M SOD-770 I NTS 1 19 22 PGTO130 REA 58105
Item POT PGT# Description tDw .#POT POT# Description NOTES:
Dw .# 1)ALL ALUMINUM=6063-T8
1 17306 617305 2-TRACK HEAD OUANEYITRUSEAL DURASEAL SPACER(COMPOSITE
2 17303 017303 2-TRACK HEAD WITH SCREEN RAIL SEALANUDESSICAND 2)ITEMS#33.39,57-59,66,78,84-99,
3 17309617309 3-TRACK HEAD 17325 017325 PANELSTILE 121&122 ARE NOT USED AND ARE
4 17312 017312 4-TRACK HEAD 17328 817328 PANEL STILE pIEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 17327 617327 INTERLOCK ADAPTOR
6 17317 617317 FRAME HEAUIJ MB'ADD-ON 63 1225 M248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)MINN.#.#10 SMS OR 3118"MASONRY
OF#12 OR#13 REQUIRES
717304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD
8 17301 617301' 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328` INTERLOCK SCREW COVER ANCHORS @ 24"MAX.O.C.
9 17307 617307 3-TRACK SILL 87 17329 817329 ASTRAGAL
10 17310 617310 4-TRACK SILL 08 17339 517339 HEAVY DITTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM MIL
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION OWECTION MOLDED)
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1695 71695 1-112"X V X3/4"HIGH FIN SEAL DUST PLUGS
14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL ROLLER ASSY_
15 17302 617302 2-TRACK JAM$WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
16 17308 617308 3-TRACK"AB 74 SILICONE_ DOW-899,OOW-995 OR GE-7700
17 1731 t 617311 4-TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
18 17322 617322 SILL RISER-FLAT,FLUSH,1-112" 76 _ _ 71032XIFPFX 910.32 X V FL.SS SCREW W/TYPE"F"TIP
19 17319 617319 SILL RISER-BOX FLUSH,1-1/2" 77 7103239 1032 STEEL ZINC U-Nt7T
20 17321 817321 SILL RISER-FLAT,LOW,24/2- 79 17357 817357 1"IG BEAD
21 17318 617316 SILL RISER-BOM LOW,2-112" 80 17359 817359 7110"BEAD/FIXED PANEL CLP
22 17355 017355 SILL RISER-FLAT•MEDIUM,31/4" 81 17386 617360 9116"BEAD
23 17354 617354 SILL RISER-BOM MEDIIM,3-114" 82 1224 6TP247K VINYL BULB WEATHERSTRIP
24 17323 0f7323 SILL RISER-FLAT,m1011,4 83 81745 1745 LOWE NC,VZ'X1/16"SGL SIDE ADH.TAPE.PGLYETH.
25 17320 617320 SILL RISER-BOM HIGH,4- 100 8052 48052 ROLLER ADJ.HOLE PLUG
28 17333 017333 POCKET P•100K 101 72087 NMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P•NOOK 102 1696 71696 DUST PLUG
28. 17334 817334 POCKET P-HOOK MOUNT 103 8188 781 SOX- 1"KEEPER
29 17335 817335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER.
30 17348 617348 POCKET P-HOOK FOR BOX RISER 105 17344 017344 FDED PANEL CLIP-6•LONG
31 17378 817378 135 CORNER 106 17352 617352 FDED PANEL RETAINER-9116"
32 17370 817376 135 FKD MOUNT 107 1739 71739 HANDLE KR-INTERIOR RAISED WITH THUMB TURN
ITEMS 4053 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-RECESSED NTERIORWITH THUM13TURN
41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PULL
42 41818 SCREEN KEEPER SPACER SET 111 71GX34PPSDAX 910 X314 PH.PN.TEK-S.S.
43 8152 88152 SCREEN INTERLOCK ADAPTER 112 1235 67SIO' WSTP,.27OX.170-FIN SEAL
44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 84060 ' 1187"#1X.230"FNSEAL
45 4317 612256 SCREEN TOP RAIL 114 710X115PPX 0 X 1.1/2"
46 4318 812257 SCREEN BOTTOM RAIZ. 115 710XPPT #10 X V
47 686 78RAZ STANDARD ROLLER 116 720XIX 014-20 X 1"S.S. pRODuer RFNEWFID
48 608 7SRAX STANDARD ROLLER-ST.STL 117 720XI12X #14-20X 1412'S_& as ildingoomplhe>ZwltlGl�a Florld�
Building Code �T
49 4344 84344 SCREEN ASTRAGAL 118 t7338 617336 90 DEGREE CORNER RECEIVER Alpmnu No 4
60 17349 617349 0X0 SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OLTTSDE'CORNER ASTRAOAL B 2O
51 lew 61692 SCREEN SPLINE-.165'• _ 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL g
52 1691 61694 SCREEN SPLINE-.150' 123 17352 617352 FIXED PANEL RETAINER,718" — Miami DUN�'T94II(APcyn)Ou
53 81816020 SCREEN CLOTH �`OtyA.�:..N,It/!� ��
54 1725 112"X4"X1116"SET.BLOCK,NEOPRENE 85+/S ��.•'�10Eh1Sg •e
55 1725 l'X4'X1/16'SET.BLOCK,NEOPRENE 85+15
NOTES: %� No.50'105
1)ALL ALUMINUM.=8063-T6 .{
2)ITEMS#33-39,67-59,66,78,84-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. O •, f J(
a" after a..dpenc ST
OF >>:
A „ 10707Ef HIVOLooroHlVE PARTS LIST "'p'<F' .1"COM0 , Com`
N.W. r1 34278 ,� •..,.• 'ExN
,`
SERIES 770 ALUM. SGD-LM IMPACT '� ONAL
{wt�4ao ldoo �,, sn,e Afrna ,� �.L"P
I 1 I1 1''
A.LYN�IhItLER,P.E.
JR r0/t0/t4 cear.or aun+,c ea ® soo-770 NTS 20 d 22 PGT0130 P.E.#58705
5.069" 1.36"
I 0.080"I -n T LLJ -"l 1.38" -"-
i.072"
1.211" J1 1.505" I___1111
0.081" +
0.062 -�
" 1.019"
0.081" 1 2-TRACK HEAD 10 4-TRACK SILL 0,081"
O(6063-T6 AL) O(6063-T6 AL) SCREEN
40 STILE
6.198'
6.526" 6.198" (6063-T6 AL)
5.069"
0.080" +I I+ 1.045"
1.505"
0.062"
0.081" 2-TRACK HEAD W/SCREEN TRACK O3 TRACK SILL L
(6063-T6 AL) (6063-T6 AL) 82-TRACK JAMB 45 SCREEN
(808376 AL) �TOP RAIL
7.105' 2-TRACK JAMB W/ (6063-T6 AL)
6.221" 16 SCREEN TRACK
0.080" (6063-T8 AL) 7 1.36"
--�I tom- 0.875"
1.211" 1.505" �L 1
--+I 1.36"
� I 1.993"
0.081" O 3-TRACK HEAD 8 2-TRACK SIL.W/SCREEN TRACK 0.081" 0 062
(6063-TB AL) (6063-T6 AL) SCREEN
i 46 BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" 0.081"
0.060"
1.211" 1.505" 7.105"
A
0.081" O
O4 4-TRACK HEAD 2-TRACK SILL 9.141"
(6063-T6 AL) (6063-T6 AL)
-�-� 1.514" ! I 0.060" RODUG't'RENRWE D
0.062° Li complying wtrh tlw Flartda
T- uil6ing Ccida
T 0.632" 0.760" Aoocp�mce No v
1.260' �piwlloa r,.ca.,s.
L 0.060" 1.518" F 1.990" ASiami Dodo V 444 FPPIw_
OFRAME HEHEADIJAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN �'. ri
ADD-ON 12 ADD-ON 13 END ADD-ON `� Ory-�..... ��f�
ifi 3 TRACK JAMB � 'yoENsti '... /-i.
(6063-TB AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.910 SMS REQUIRES MIN.#10 SMS
OR 3116"MASONRY OR 3110"MASONRY 17 4-TRACK JAMB K t3o 58705
SEE SHEET 17 FOR SILL RISERS. ANCHORS Q 24"MAX.O.C. ANCHORS @24"MAX.O.C. (8083 T8 AL) of z
ROMOr. 0910: o. r'd �. o�)<• tU
1omTEc""OLOG"WE EXTRUSIONSaTEo `'
NVENICE.FL$4276 ter % � FCOA1Qi`•'' �j,;
(941J 84D1WO SERIES 770 ALUM.SGD-LM IMPACT �'�•SS/ONAI-��'`
°i"+o^" �' A.L4HNIAIIiti'A,�P.E.
JJR G9
10110114 oe� CERT.OFAUTtiOR , ® SOD•n0 NTS 21 d 22 PGTO130 REN 56765
0.718" 0.83"
•+- 2.304" � 3.602"
3.802" - 0.752"
1 L 1
'� 0.752" � -1.
0.574° 1.163"1 0.885"
0.067 0.796"
00.264" .080° 0.062"
FRAME SILL P-HOOK MOUNTING 0 23P-HOCK SCREW
0.075"
O SCREW COVER 11 TRACK 2g P-HOOK 28 ADAPTOR OCOVER 0.080" O P-HOOK FOR BOX RISER
(6083-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063:T6 AL) (6063-T6 AL) (6083-T8 AL)
4"
1 4"
55"
2.30" 1.488"
O.080' 1.739"
0.830" 0.062" 1.600 Ell
1.600 0.082° 1.303"
080" 1.870" 1.888"
Oi8" 1.974" 4 3.125" - 3.12.)- -►4 0.325"
2.44" -� m-� 0.002"
31 135°CORNER 92 135°FIXED MOUNT BO STANDARD STILE et HEAVY DUTY STILE INTERLOCK INTERLOCK
OADAPTER gg SCREW COVER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
(6063-T6 AL) (6063-T6 AL)
3.979" - 3.979°
�+-- 4.126" ►
" 1.050" 1.050" ��- 1.050"
0.075" 1.645"
0.075 HS'1.845" 0.062 1.3304"
Tl
I+- 3.25 .045"
0.125' -�I� 045" -►IJJ�+-
0.281"
67 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL gg TOP/BOTTOM RAIL 79 GLAZING
G BU BEAD,FIXED gi BEAD
LAZING
(6063-T6 AL) (6063-TB AL) (6063-T6 ALI T6 AL) PANEL CLIP
(6063-TS AL)
(6063-T6 AL)
-�• 1.003"
1.03"
" --- 4" 5.621"
7�� � 0.080" '
0.050" CTRENE"¢
105 FIXED 0.709" Co;npIyingwithMeFlorida.
PANEL CLIP 2.893" E3-
I-lo
�dlding(aderR
(6063-T6 AL) ( 1.498" 0.133" 1.498" c"iNo o sLL
.550" -i 0.883 f+- 0.080" me r�
0.709" FIXED PANEL 4" tiainii?rdeProducttbntmt
5.621"
1xt RETAINER,7/8" 2.826" 120 90°INSIDE CORNER ASTRAGAL �� 1YNN
T6 AL
) 119 90"OUTSIDE CORNER ASTRAGAL (6063-T6 AL) . F
FIXED PANEL iib 90°CORNER RECEIVER (6063-T6 AL)
i00 RETAINER,9/16" (6063-T6 AL) �t: lyo-58705
(6063-T6 AL)
Rend RetLhu j3�f ��
g�; 1D70TECHNOLLKIYBRIVE ?ff,.
EXTRUSIONS �
N.VEHlC�FL34275noa ice` •••'•RCOCt1O,,• y(0
0-r `� R (941)-480-1600 SERIES 770 ALUM.SGD-LM IMPACT '��SS/ �j.
JR 10J10/14 eaw m..elowv�" 1""
� A.L5iNk1dILLEK;P.A.
out t». CER7.OFAUTH.Az m 800-770 iVTS 22 -22 PGT0130 P.E.t150705