HomeMy WebLinkAboutProduct Approval RECEIVED
4,
Component & Cladding Wind Loads NOV.2 1019
Permitting Department
Prepared for Jensen Beach Aluminum Calculations by Seaside Eltr County
Project: Ronald Black Residence Certificate of Authorization No.32048
Location: 10200 S.Ocean Drive#505 4265 60th Court
Jensen Beach,FL 34957 Vero Beach,Florida 32967
Project ID: (722)202-8008 info@seasideengineers.com
Date: 11/19/2019 www.seasideengineers.com
Design Information
Risk Category II
Windspeed 170 mph
Exposure D
Int.Press.Coef.,GC,,(+/-) 0.18
a 8.00 feet
Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on this job.The
contractor is responsible to ensure the use of the proper material,reinforcement,components,etc.to meet the indicated pressure per the product approval
engineering document.The contractor is responsible to verify the component is in the appropriate zone using the"a"dimension shown above and diagrams shown
below.The building pressures are calculated using the Allowable Stress Design.Contact Seaside Engineers immediately if the substrate at the attachment locations
appears to have deterioration,abnormalities,damage,or other conditions resulting in questionable integrity.
Florida
Product
Area Approval# Building Design Product Design
ID Opening Description (sqft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF)
/A SH Window 33.3 4 FL251.41 PGT r 770 f60A I -60.0 J
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Product Aooroval Menu> roduct or A lication Searc Aoolication List>Application Detail
I
FL# FL251-R31
Application Type Revision
Code Version 2017
Application Status Approved
pproved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments _
Archived
Product Manufacturer Lrudustries.com
Address/Phone/Email gy Drive
L 3427
0 t22318
s.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller,P.E.
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext21142
Imiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year of Standard I LE
( ) Standard COYPY
ear
TAS 201,202,203 1994
Equivalence of Product Standards If IEVIEWE® FOpR�p
Certified BylI���Oel
CWOOD d�f1
E C0P ��
ISTo LOUCIE COUNTY
SO=
Product Approval Method Method 1 Option A
Date Submitted 03/19/2019
Date Validated 03/27/2019
Date Pending FBC Approval
Date Approved 04/02/2019
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Florida Building Code Online Page 2 of 3
SummarV of Products
FL# Model,Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042009.odf
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 FL251 R31 II 17042009.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042010.odf
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 FL251 R31 II 17042010.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 19-0130.02.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2024
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 19-0130.02.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and formation. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 SGD-770(Large Missile Impact WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in VLZ:Yes FL251 R31 C CAC 17042012.odf
Approved for use ou side s Qualit A Contract Expiration Date
Impact Resistant:Yes 2/2020
Design Pressure: N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acc t ce FL251 R31 II 17042012.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCC CER
details,and anchor type,size,and spacing information. Created by Independent rd Party:
Ev
Created by Independent Third Party:
251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042013.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 FL251 R31 II 17042013.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042014.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 FI-251 R31 II 17042014.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042004.odf
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5E... 11/22/2019
Florida Building Code Online Page 3 of 3
Approved for use outside-HVHZ:Yes Quality Assurance Contract Expiration Date
' Impact Resistant:Yes 08/02/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042004.1)df
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 19-0219.11.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2024
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 19-0219.11.0
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042007.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042007_pdf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
iCreated by Independent Third Party:
251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042006.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042006.Ddf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 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 mail.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 hem.
Product Approval Accepts:
Rig
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{
M IAM I•DADE MIAMI-DADE COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aoYleconomy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
- reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or niatmal fails to meet the requirements of the applicable building code.
This product is aQdE4,
y (ern, and has been designed to comply with the Florida Building
Code, including th Hurric `e Zone.-
DESCRIPTION70"Al minuet Sliding Glass Door w/90°&135°corners—L.M.I.
APPROVAL DOw' No. PGT0130,titled"Series 770 Ahem. SGD-LM Impact", sheets
1 through 22 of 2 , with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E., be he Miam y Pre t Control Revision stamp with
the Notice of Acceptance numb nd expiration date by the Miamr- de County duct Control Section.
MISSILE IMPACT RAT G:Large and Small Missile Impact Resistant
LABELING: Each unit sha ear a permanent label with the manufacturer's a or logo, city, state,
model/series, and following statemen : ro 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 NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
- NOA No.17-0420.1
MIAMI•DADE COUNTY r f Expiration Date: February 17,2020
fF E� � Approval Date: September 28,2017
Page 1
PGT Industries,Inc. '
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06120116, all signed& sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 16-0629.06)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on:1)Air Infiltration Test,per TAS 202-94
2)Uniform Static Air Pressure Test,Loading per TAS 202-94
3)Water Resistance Test,per TAS 202-94.
4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test,per TAS 201-94
6) Cyclic Wind Pressure Loading,per TAS 203-94
along with marked-up drawings and installation diagram of aluminum Sliding Glass
Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993,FTL-6036,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6023,
FTL-6024,.FTL-6025,FTL-6028,FTL-6031,FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales,P.E.
Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales, ?
(Submitted under NOA No. 09-0826.10) --
Jorge M.Plasencia,P.E.
P oduct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer),
per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5th
Edition (2014)and FBC-6'h Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass InterIayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGIas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-!J h Edition (2014) and FBC-611 Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries,Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° &1350 corners-L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M.Plasencia,P.E.
P,,roXduct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-2
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Anther Frame Min.Edge Min.O.C, Mln.
e o Group Anchor Type Member Substrata plslance Distance Fmbedrnent or
INCLUDING POCKETS & 90 /135 CORNERS Metal Thickness
#12 18-8 SMS, Southern Pine(SG=0.55) 9118" 7I8' 1-3/8'
GENERAL NOTES (Fy=BO ksl,F,=95 kal) All 6063-T5 Aluminum 3/8' 9116' 0.090'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5• n12410 SS SMS, A36 Stec] Will ens• 0.050"
2 DESIGN PRESSURES: A (Fy=90 ksi,F,-110 ksl) Gr.33 Steel Stud 318" 9116' 0.045"(18 Go)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300. All Concrete min.2.22 ks0 1-10 3° 1-3re'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 1/4'Elco Aggre-GatorO Jamb/P-hook Filled Block ASTM C90 2" 3' 2'
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy-57 ksl,F,=96 kel Jamb I P-hook Hollow Block CASTM C90 2" 3 1-1/4"
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Pine SG-0.55 t" - 1' 1-3/8
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 2 Steel EMS(Gr.5) Southern Pine umI(SG=0.55) 318" 116" 1-398^
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE !P11_4"Elco
n.of threads be I All e063 T5 A ummum 316" 9116' 0.090"
CURRENT FLORIDA BUILDING CODE,FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) 338 steel 318" 9116" 0.050"
Gr.33 Steel Stud 316" 9116' 0.045. 1e Ga
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. UltmCon& All Concrete(min.2.85 kol) 1" 4' 1-318"
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C -155 ksf,Fu=177 ksi Jamb/P-hook Hollow Block(ASTM C90) 1' 8• 1-1/4'
NARROW JOINT SEALANT. AI Concrete(min.2.85 kel) 2.1/2• 4' 1.3ra"
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NOS FOR 1/ c
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. F si,F,-177 kal b -hcok Filled Block(AST Cg0 2A/2" a° 1-314,
Jamb hook Hollow Block ASTM C90 2.112" 6" 1-114"
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE O Hea I SIII Concrete min.3.35 Rai) 1" 4° "/4"
CURRENT FLORIDA BUILDING CODE,INCLUDING THE.HIGH VELOCITY HURRICANE ZONE(HVHZ). 1/4"410 SS Elea CreleFlex® Ja /P-hook Concrste min.3.35 ksi 1" 8" 1-14•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 Hsi,F,=189.7 kal b/P-hook Hollow Block ASTM C90 2.112" 6^ 1-1/4°
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Southern Pine SG=0.55 1" 1° 1�18'
9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)N4FpE SUBSTRATE CO NS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CHOOSE TYPES
AREP OF THE L ABLE. ETTER FOR ALL TABLES IN THIS APPROVAL.
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE
3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY-33 KSI.
4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
TABLE B,SEE DETAILS ON SHEETS 4&5 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
Type Oesedption(Listed from Exterior to Interlor) ANCHOR NOTES
G3 7/1 Laminated:(2)Lxes ef3/18"HS Glasswllh.090'PVB Iniedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY
G3A 6'Laminated:(2)L9es oft/4'HS Glass WIlh.090•PVB Iniedayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
7/16'Laminated:(2)Lltes of 3n6'HS Glass w]th.09T SG Intedayer DISTANCE AND SUBSTRATE REQUIREMENTS.
(4A 9116'lamkloled;(2)Lkes of 114"HS Glass with.090'SO Inledayer
G5 1"laminated I.G.:3r16"7 Exterior Cop+318'Air space+7/16'Laminated;(2)Liles of 3/16'HS Glass with.09P PVB nlodayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
G5A 1'Laminaled l.G.:1/4"TExtedor Cap+5116"Airspace+711W Laminated;(2)Likes of3116"HS Glass wkh.09T PVB tntedayer PRODUCT REVISED
G6 1'Laminated I.G.:3116'T Extoller Cap+31V Air Space+711(r Laminated;(2)Litos of 3116°HS Glass with.090•SG Iniedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK. as complying with the Florida
G6A 1'laminated I.G.:1/4•T ExtedorCop+Sn6'Airspace+7116•Laminated;(2)Lltes 0311C HS Glass wI1h.090'SG Iniedayer PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS NOA-No. 17-0420.12
G7 Tile-Laminated:(2)Lit of3116"ANN Glass With.090•SG Worlayer DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS Expiration Date 02117/2020
67A 9116"Laminated;(2)Liles of 114'ANN Glass with OM'SG Iniedayer (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER -_`::�
Ge f"Laminated I.G.;3/16'T Exledor Cap+3/9'Air Space+7116'Lominated;(2)Utes of 3/16•ANN Glass wlth.090'SO Iniedayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS 13
GeA 1°Laminated LG.:1/4^TExlodar cap+5118'Air Space+7/i6'Laminated;(2)Liles of 3116'ANN Glass with.090'SG Iniedayer THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF Miami- a Product Control
•ANN'=ANNEALED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL,
"HS"=HEAT STRENGTHENED
'T'=TEMPERED GENERAL NOTES.............I
"PVB•-.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
"SG•=.090"SENTRYGLASOBY KURARAY AMERICA,INC. EXAMPLE CONFIGS..........2.3 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
GLAZING DETAILS............4.5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ANCHORAGE.....................6-14
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS
SEETABLES 1,2&30N RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
SHEETS 6.7&8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15.16 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY �����pNY.LYN/vM
PANELI SILL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO `� a •' cICENSF'•�1��
CODES lSTANDARDS USED: CROSS SECTIONS............18,19 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF
•2017 FLORIDA BUILDING CODE FBC),6TH EDITION PARTS LIST.......................20 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED =*: N0.58705 '� 7=
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION EXTRUSIONS....................21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED
•ASTM EISOO-09
•ANsIlAFBPA NDS-2015 FOR WOOD coNs7Ruc7loN BY THE AUTHORITY HAVING JURISDICTION. t
•ALUMINUMOESIGN MANUAL.ADM-2015 %�0, 6
1O70TECRNOLOGYDRA'E
•AISI S100-12 F'
•AIsc36o•1D N.VENIcr~FL3t27e GENERAL NOTES AND MAP '., y, '• <oRIDA..•`G\�?�
M41)4604600off
,,,,
ay: m• aeawrx• CERT.OFAUIH.02BZOBSERIES 770 ALUM.SGD-LM IMPACT �''�S��NAL 16N�c
JR 04N5717 C UPDATED TO FBC 2017,REVISED TABLES i,2,3&A eaymtumemnawaeae caa,: m.-e w,.soye a..: A,LYNN MILLER,P,E.
p,m; asGD•770 NTS 1 w 22 PGT0130 C P.EJ/58705
JR W110/14 �R1 '"m
a •
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX,UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH w A OM.PANEL WIDTH w pXXKXp,pXXXX OR XXXXp,OXXX IN POCKET CONFIGURATION
c
PER TABLES 1.3 PER TABLES 1-3 1 3 CAN BE OXXXp.
2)80"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
Jc o
MAX,UNIT a &a MAX.UNIT 3 a is I x_g 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT to i �� HEIGHT 1/ 8 4 lady )
PER TABLES 1-3 / j s�s ER TABLES 1-3 / / j ku "X"=OPERABLE PANEL,
g "O"=INOPERABLE PANEL,
POCKET i POCKET i 8/ "p"=POCKET [—DETAIL LETTER
1-PANEL 1`r 2-PANEL »-W-WOOD OR METAL INSTALLATION
`�T/ c =CONCRETE INSTALLATION
CONFIGURATIONS 1 13 CONFIGURATIONS oo SHEET NUMBER
MAX.UNIT WIDTH
M .UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-T'
NOM,PANEL WIDTH Aw c NOM.PANEL W Ac DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 1 3 13 1' 12 t2 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866'
PER TABLES 1-3
I c
f198 Jw1319 1IcMAX.UNIT wGas &o MAX.UNIT 19 1s 1HEIGHT 19 j g , HEIGHT 0 19 19 j
PER TABLES 1-3 j�k PER IY�uffi
J� In°aG TA13LESI3 POCKE
P I �' / / / T I y
3-PANEL CONFIGURATIONSIL
4-PANEL CONFIGURATIONS c P PRODUCT REVISED
OCKET
3 2 13 1 13 1 13 2 3 a5 complying with the Fforlda
Buliding Coda
NDA-No. 17.0420.12
MAX.UNIT WIDTH MAX.UNIT WIDTH Expiration Date 021,17/2020
NOM.PANEL WIDTH 0 c NOM.PANEL WIDTH w A BY
A
PER TABLES 1.3 t.1 t3 2 t3 PER TABLES 1-3LTYP.
12 3 -Da roduct control
c1 3 19 9 18 J0 14 11 3c 1 is 19 y o MAX.UNITMAX.UNIT 1 3 1 1a i°a y HEIGHTET.EIGHT 1 13 1s s 1ss I�FFQ� . PER ,THISPER TABLESI-3 / U�� TABLES1-3SHEET.lr �POCKET I y t � ''�LICENSE•��5-PANEL CONFIGURATIONS w w1} NO,58705, 3 ( t � z >rr
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR) So. STTH F 4,�
1070 TECHNOLOGYDRIVE oncryax
N.VENICE,F134276 EXAMPLE CONFIGURATIONS '%�S-''R..�RIDi^,.•''
(9JT)460-f600 � ''s/O C1G`••
CERT.OFAM..A2.1 SERIES 770ALUM.SGD-LMIMPACT
Tr,t,NALIE����
JR 04 D5/l7 C NO CNANOES 7N/S SHEET.
a.�mery:m�a• or. o"m: ro PPurorARA LNG Be1v'*Ai°e° swr. sve awM,vM. A.LYNN MILLER,P.E.
JR f0/f0/14 ,oln�cKwrs�setveo SGO.770 NTS 2 a 22 PGT0130 C P.Edt 58705
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-114°@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Je,"Kw"OR"Ke INSTALLATION.
NOM.PANEL WIDTH AD c c EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3
13 12 a pXXXXp'p XXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
r J Jc
1s 19 as 1s 74 I 3� 2)90°8,135°CORNER CONFIGURATIONS CAN BE A COMBINATION
r. 9 19 14 la it o OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT IZ y
HEIGHT, t 9 is 1s 1s i 3)FOR NOM.PANEL WIDTH,SEE TABLES 1 3.
96"OR120"
"X"=OPERABLE PANEL,
POCKET j � "O"=INOPERABLE PANEL,
J� °P"=POCKET
- J
6-PANEL CONFIGURATIONS W w
t2 �DETAIL LETTER
WOOL)MAX.UNIT WIDTH c°-=CONCR�ENINSTA LATIONATION
NOM.PANEL WIDTH r, cc SHEET NUMBER
1 1 13 3
PER TABLES 1-3 -ter i
ff
DLO WIDTH=NOM.PANEL WIDTH-7"
1s t9 19 9 1 t DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
° i�'o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX.UNITHEIGHT
PER TABLES 1-3
POCKET j
7-PANEL CONFIGURATIONS PRODUCT REVISED
1' 1 13 13 ns complyying with the Florida
Bnllding Cado
NOA-No, 17-0420.12
MAX.UNIT WIDTH expiration Data 0 211 7/2 0 2 0
Ac Bc Cc eY
NOM.PANEL WIDTH 1 12 1 Mlam_Da roduet Contra'
PER TABLES 1-3
Ah
1 �3 KipJ 19 19CLn 1 9 19 Jc i o,
c 19 19 19 79 19 19 1 i i o Q a
t 13
MAXGHT 1 1c 1 1 19 9 1 19
/MHEII W
PER TABLES 1-3 / / / / / Ipp�w t11111111Vr1
POCKET t�,01y....,.N�Y���,
8-PANEL CONFIGURATIONS w D c =tIC No,58705 -
rt�
`�3,0' ST TE �� '
1070 TECPNOLOGYORIVE •,CORIDP•,.•''.
N.EN�IC�E,,Fi�76 EXAMPLE CONFIGURATIONS .,�SS,' NG�`��
SERIES 770 ALUM.SGD-LM IMPACT �r1L�NAL 11`\��
aeecr cERT.OFANIN.N2929B
JR 04A75H7 C NO CHANGES 7RfS SHEET. ODPYRID lr m p75 ca+e.SOD svk c^^t o x> 0 A.LYNN MILLER,P.E.
onw"ur Deto: CM1eWM Deto. AIPoLrNmlyN,-.D ® sva77o NT5 3 22 PGT0130 C P.E.>f58705
JR 10/10/14 f
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i
GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A)
7/16"NOM. 7/16"NOM. 1"NOM.
3116'HS GLASS 3116"HS GLASS 3/16"HS GLASS
.090'PVB
.090"PVB .090"SG 3/16"HS GLASS
3/16"HS GLASS 74 311&1 HS GLASS 74 3/8"AIR SPACE 74
3116"T GLASS
82 82
83
EXTERIOR 3 3
GLASS TERIOR GLASS
3/4"NOM.
a 124-127
BITE BITE GLASS
BITE
EXTERIOR
so 80 a
79
54 54
55
7116"LA ATED GLASS TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 9/16"NOM. 1"NOM.
3/16"HS GLASS
1/4"HS GLASS 1/4"HS GLASS .090"PVB
.090"PVB 4GLAS�S
3116"HS GLASS
1/4"HS GLASS 74 1 74 5116"AIR SPACE 74
1/4"T GLASS PRODUCT REVISED
B2 Bulding Codowith the Florida
3/4"NOM. 3/4"NOM. NOA-No. 17-0420.12
EXTERIOR EXTER 3G ASS ExpirationDate02M7/2020
GLASS GLASS 124-127 GLASS
a BITE a BITE BITE BY /
EXTERIOR Miam-Da redact Control
81 81 a
79
54 54 55
t
i
9/16"LAMINATED GLASS,TYPE G3A 9116"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
Y LYNN�/
�ICENSF•.,(��
GLAZING NOTES: _:�#;' No.58705 P
"ANN'=ANNEALED = G _-
"HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
"T°=TEMPERED ® lam s
"PVB"=,090"TROSIFOL PVB BY KURARAY AMERICA,INC. N.vEN,Ct FL94T75 GLAZING DETAILS ��nC� '.°ouP,,.'.����``
"SG"=.090'SENTRYGLAS�BYKURARAYAMERICA,INC. (0OFAUT.# J �S'S+ l'\��
RmW6y: cERr.oFAun1.�2nse SERIES 770 ALUM.SGD-LM IMPACT '',;O��1N111AL 111�1r;�``
JR 09NSH7 C NO CHANGESTHIS SHEET. cnvmmrrtom�r 5sw..xae,e edR sn«t a."nene — A.LYNNIII&YR,P.E.
u.m.sr•o�^: r� o•n: r mmm@a+ ® sGD-nD NTS 4 22 PGTOi30 C P.E.#58705
JR f0/10/14 ALL RIOHIS RF.SniVEO
GLAZING DETAILS (G6, G6A, G7 G7A G8&G8A)
1"NOM. 7/16"NOM. 1"NOM.
3116"HS GLASS 3/16"ANN GLASS 3/16"ANN GLASS
.090"SG .090"SG
3/16"HS GLASS 090"SG 3l16°ANN GLASS
3/8"AIR SPACE 74 3116"ANN GLASS 74 3/8"AIR SPACE
3/16"T GLASS 3115"T GLASS 74
82 _
83 g3
3/4"NOM. EXTERIOR 314"NOM.
124-127 GLASS 124-127 314"NOM.
GLASS GLASS
SITE BITE
EXTERIOR EXTERIOR BITE
60
79 79
65 54
55
1"LAMINATED I.G.GLASS,TYPE G6 7116"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G. GLASS TYPE G8
1"NOM, 9/16"NOM. 1"NOM.
3l16"HS GLASS 3/16"ANN GLASS
.090"SG 114"ANN GLASS .090"SG
3116"HS GLASS .090"SG 3/16"ANN GLASS
5/16"AIR SPACE 74 114"ANN GLASS 74
5/16"AIR SPACE 74
1!4"T GLASS 1/4"T GLASS
82 PRODUCT REVISED
83 03 as Complying with the Florida
Building Code
3/4"NOM. EXTERIOR 3/4"NOM. NOA-No. 17-0420.12
124-127 GLASS 3/4"NOM.
GLASS a BITE 124-127 GLASS 6 Piratlon Dato 02/11/2020
EXTERIOR BITE BITE By
• Mlaml-Da �Plo u.t ontm, I
61 EXTERIOR
79 � 79 I
55 54
55
1"LAMINATED I.G.GLASS TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A
`11\111111111/,i
.��
GLAZING NOTES: No.58705
"ANN"=ANNEALED -
"HS"=HEAT STRENGTHENED ,
"T"=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. %0 FI f ,'
"PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA,INC, f070 TECHNOLOGY DRIVE �mm": 'T N k a •• �-
�'ic4 •'•�oRIDn„• ����
"SG"=.090"SENTRYGLASNBYKURARAYAMERICA,INC. N.VENICE,FL 34276 GLAZING DETAILS/s4»aaarsao ac 'i�S� ''•••• ('j��`
�/ oNAL
B '" "° CERT.OFAI,TH.#29296 SERIES 770 ALUM.SGD-LM IMPACT ���
JR 04/OS�17 C ti NO CHANGES THIS SHEET.
er 0"ro: cn°a"a pnro: var_u.mEAwc ® s„rrrtama estr rvwe o�„t+v/r> am:
'JR 10/10/14 ,w.wcrrrsnscavEo A.LYNN MILLER,P.E.
SGD-770 NTS 5 "1 22 PGT0130 O
P.E.#56705
TABLE 1: TABLE IA:
Design Pressure(DP)and Anchor Quantities Required, Maximum DP for ell sizes: Sill Height to Max.(+)DP
(for all approved configurations on Sheets 2&3) +601-60 psf (Water Infiltration Rating)
For comer astragal anche on or 135°comer units,sea sheet 11 a E.1A) Sill Riser Height
Door Unit Height (Fla see
Table applies to Glass Types 3, g0° 84" 90" 98" Sheet 17) Pressure,psF
3A,5,5A,7,7A,8&8A and DLO 73-7/8"DLO 79 718"DLO 85.7/8"DLO Flush-1-1/2" see note 3
the S111e/Astragal Types shown Low-2-1/2" +46.67
below. Anchor Group Anchor Group Anchor Group Anchor Group Medium-3-1/4" +60.0
A B 1 C D A B C D A B C D A B C D High-4"
HaeadlSIII C4+1 C4+1 C4+1 C4+ +1 C4+1 CA+1 C4+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 +1 + SEE NOTES 1�
24 DLO Jamb 8 8 6 8 8 B17' 8 8 6 8 8 8 a 6 8 6
P-hook 6+7 6+7 6+7 6+7 748 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Heed/S11 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
- 30" DLO Jamb 8 8 8 8 8 8 8 B B 8 8 8 8 8 8 8
P-hook 6+7 8+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
Head/Sill 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 04+1 C4+1
36" 8 8 8 8 8 8 e 8 8 8 8 8 8 6 8 8
DLO Jamb
o P-hook 6+7 8+7 8+7 6+7 7+0 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 I
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 OH LENGTH F+---
4Z" pLQ jamb 8 8 8 8 8 8 8 8 8 6 0 B 6 8 8 8 T
'E 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+6 7+8 7+8 7+8 7+8 Lu KI
HeadlSill C4+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 gq 2 C4+2 C4+2 C4+2 = 0 OH RATIO Z 1
48 DLO Jamb 8 8 8 B 8 8 8 B 8 8 6 B 10 6 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+t1 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 8.
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7"
3)4",3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= PRODUCT REVISED
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10A25" as o cmPlylne with the Florida
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, NOA-ne Code
OA-No. 17-0420.12
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" Expiration Dato O2/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By
Mlaml-Da " ro uct Control
Interlock P-hook Lockstlle @Jamb straight Astragal Lockstlle @ 90'Astragal Lockstlle @ 135"Astragal Lockstile @
Assembly straight Astragal Assembly 90'Astragal Assembly 1�S'Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal outsidetsideCorner
�-er t. Inside
outside Garner
comer
=50 ``1111U ."'V i Inside� �'` N' .
Corner Outside
Inside Corner Corner P•' =
Part U61(Stile) Part H61(Stile) 14'rr No.58705 •�
Part#60(x2) Part#60 Part#60 Part 6 (Stile) part#60 Part#118(Corner Part#120 Part#1 (In.)(Out.) Parts#31  Part#61 - 7f
Part#67((Astragal) 20 -•p _
Receiver) I (Corn.&Fxd Mount) _
10707ECHNOLOGYORNE °'°'" ��� �.LORIDP,••'
N'VEWCFarso27s DPANDANCNOR4GE .SS • 0.�`
'��'�NALIEN `N
.ea mia Rew,mc CERT.OFAVTH.b29296 5MFSERIES 770 ALUM.SGD-LM IMPACT
JR 04W17 C REVISED TABLE f. eme.xaf.t auir - a..roM. i^ A.LYNN MILLER,P.E.
JR f0110114 Auwcrrrsaesrxveo QD SGb770 NTS 6 22 PGT0130 C P.E.#58705
I
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes;+601.60
For corner astragal anchorage an 90'or 135"comer units,see sheet 11 (May be limited by Table 2A)
Door Unit Height
Table applies to Glass Type.4,4A, 80' 84• 90" 961• 102" 108" 114' 120"
6,6A,7,7A,8&8A and the 69.718"DLO 73.7/0" LO 79-7/S"DLO 85-718"DLO 91.718"DLO 97-7/8"DILO 103.710'DLO 109.7/8"DLO
StllelAstragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
A B I C I D A B C 0 A B C D A B C D A B C D A B C D A B C D A B C D
Head/Sill C4+1 C4+1 C4+1 C4+1 C,01 +1 C4+ C4+1 C4+1 C4+1 CA+1 CA+1 C4+1 C4+1 C4+1 C4+1 GI+1 C4+1 04+1 CA+1 C4+1 04+1 C4* 04+1 + + 04+1 C4+1 C4+1 C4+1 C4+1 G1+1
24" 17, Jamb 8 8 8 ii g 8 B 8 8 8 8 0 B 8 a B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
DLOP-hook B+7 6+7 6+7 8+7 7+8 1+8 7+8 7% 7+8 7+8 7+8 7+0 7+B 7+8 7+S 7+8 8+9 8+0 8+9 8+B 8+9 8+9 8+9 8+9 9+10 9,10 9,10 9+10 9+10 9+10 8+10 9+10
HeadlSlll 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+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 04+1 C4+1 04+1 C4+1 C4+1
30" DLo Jamb 8 B 8. 8 8 0 8 a B 8 a 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 8+7 5+7 6+7 6+7 7+8 7+6 7+g 7+8 7+8 7+8 7+8 7+8 7r8 7+0 7+8 7+8 8+9 8+9 8+9 8+B 8+9 8+9 8+9 8+9 9+10 8+10 9+10 9+10 9+10 9+10 9+10 9+10
Head/sill C4+1 C4+1 C4+1 GI+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C'4♦1 C4+1 C4+1 C4+1 C4r1 C4+1 CA+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1
g OB DLO Jamb 8 8 8 8 8 8 '8 8 8 8 8 8 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+g 7+8 8+9 B+9 g+9 0+9 8.9 8+9 8+9 8+9 9+10 9+10 9+10 8+10 9+10 9+10.9+10 9+10
HeadlSlll C4+1 C4+1 C4+1 C4+1 CA+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 G1+1 C4+1 CA+1 C4+1 C9+i C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 CS+1 CS+1 C4r1 C4+1
as 42" DLO Jemb 8 8 g 8 8 8 6 8 8 8 8 8 8 0 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10
P-hook 6+7 6*7 6+7 8+7 7+8 7+8 7+B 7+8 7+8 7+B 7+0 7+8 7+8 7+B 7+B 7+8 8+g g+9 8+g 0+B 8+9 8+9 8+B 8+9 9+10 B+10 9+f0 8+10 9+10 9+10 9+10 8+10
FS 41" Head/S01 C4+2 04+2 C4+2 C4+2 CA+2 04+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2(i1+2 C4+2 C4+2 C4+2 C4+2 CA+2 C5+2 C5+2 C4+2 CA+2 C5+2 C6+2 CS+2 C5+2 C5+2 Cl»2 C5+2 CS+2
z 48' DLO Jamb il 8 8 8 g 0 8 8 8 8 e 8 10 a 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10
P-hook 6+T 977 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 T+B 7+6 7+8 7r8 7+8 g+9 8+9 8+9 8+9 0*9 8+9 0+9 8+9 9+70 9+10 8+10 9+10 9+10 9+10 8+10 8+10
Hoad/Sill C4+2 C4+2 G4+2 C4+2 04+2 G4+2 04+2 C4+2 04+2 C4+2 04+2 04+2 C4+2 CA+2 C4+2 G4+2
54" DLO Jamb a 8 B 8 8 8 8 8 10 8 8 8 10 8 B 8
P-hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes
Heed/Sill C4+2 04+2 C4+2 C4+2 CA+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2
6T DLO Jamb 8 8 11 8 8 B g 8 10 8 8 8 10 8 8 8
P-hook 6+7 8+7 6+7 B+7 7+0 7*0 7+B 7+6 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH=
NOTES: NOM.PANEL WIDTH-7"
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4 SILL
TABLE 2A: DLO HEIGHT=
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Heightto Max.(+)DP 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 RlserHelght = PANEL HEIGHT=
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Flat or Box,see (+)Design w DOOR UNIT HEIGHT-1.866"
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY( Pressure,psi = PRODUCT REVISED
O OH RATIO a 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = oo) Flush-1-1/2" see role 3 p Its complying with tho Flaridn
NOT RATED FOR WATER INFILTRATION. Code
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-3-Low-2-3-11 +4s.67 NOA-Build NDp-N.. 17-0420.12
1/4" +60.0
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Hi Expiration Date 02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE gh4" +60.0 OH RATIO=OH LENGTH By
INSTALLED. SEE NOTES 1-3 OH HEIGHT riliam- a roduct Control—
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P•hook Lockstile @Jamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty stile Heavy-duty Stile Heavy-duty Stile Heavy-duly Stile Heavy-duty Stile
Standard Astragal Outside Corner
� Inside '
Outside Corner
a— J ry Corner
e 11 u1!
Inside Y LY 7
qN, . NN
Corner Outside : '
Instill Corner ,•'' �10ENSF•,��
Corner � Q•; •,tnP%
Part 961(Stile) Part 061(Stile) Part#119(Out.) Part#61(Stile) _ No.58705
Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner Part41120(In.)In. Parts#31  Part#61 _ •' tk=
Receiver) (Corn.&Pxd Mount) ;p•;.t.�� �
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TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchorquantitles Required,(forall approved configurations on Sheets 2$3F7 Maximum DP shown below Siff Helghtto Max.(+)DP
For comer astragal anchorage on 9V 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, Sir 84" 90" 96" 102" 108:' (Flat or Box,see (+)Design
6,(RA,7,7A, 6&8A and the 69.7/6'DLO 73.718"DLO 79-718"DLO 8•7/8"DLO ,9-18"DLO 97-718"DLO Sheet 17) Pressure,psf ,
Stile/Astragal types shown below. Anchor Group Anchor roup Anchor Group Anchor Group Flush-1-112' see note 3
A 1 B 1 C 1 D 1 A 1 B 1C C A B C D A B C D A B C D A—L B 1 C 1 D Low-2-1t2° +46.67
Des n Pressure +/-90.0 ! + 2.6 pal +-76. psi
17" Head/Sill C4+1 C4+1 C4+1 C4+1 'c4+1 04+1 C4+1 C4+1 C4+1 04+1 04+1 04+1 C4+1 CA+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 54+1 C4+1 Medium-3-1/4" +60.0
24" DLO Jamb 0 0 B 8 8 8 8 8 B 8 8 8 0 8 8. 8 10 10 10 10 10 10 10 10 High-4" +90.0
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 8+9 8+g 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3
Design Pressure +/-40.0 ! +/-82.6 psf +1-75.0 st
" 23" Head/S01 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 r4+1 CA+1 C4+1 C4+1 C4+1 CA+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1
t, DLO Jamb B 8 8 8 8 8 8 0 10 0 8 8 10 8 '8 8 10 10 10 10 10 10 t0 10
P-book 6+7 6+7 6+7 6+7 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 8+9 8+9 8+9 0+9 8+9 8+9 8+9 8+9
Desi nPressure +/-90,0 Ps1 +/-82.5 psf +1-76,0 st
9t 29' HeadlSlll C4+1 C4+1 C4+1 C4+1 to+1 Gt+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C6M11
C4+1 C4+1 C5+1 C5+i C4+1 C4+1 C5+1 CS+1 C4+1 04+1
a " DLO Jamb 10 B 8 8 10 8 8 8 10 8 B 8 1 8 8 12 10 10 10 10 1010 10P-hook 6+7 6+7 6+7 6+7 7+8 1+8 7+8 1+8 7+8 7+8 8+9 B+9 8+9 8+9 8+9 8+9 8+9 8+9
E Design Pressure +/--90.0 ! +1.82.5 psf +/•76,0 sf
Z 3V Head/SIR C4+2 C4+2 Cq+2 rr4+2 C4+2 C4+2 C4+2 04+2 C5+2 05+2 C5+2 05+2 C5+2 05+2 C5+2 C6+2 C6+2 C5+2 C6+2 CS+2 C6+2 C6+2 C5+2 C5+2LENGTH
42' DLO Jamb 10 0 8 8 10 8 0 8 12 10 8 8 12 10 0 a 12 10 10 10 12 10 10 10 Z
P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 B+9 8+9. 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 O
Design +1-90.Ops/ sealloreA a: +/-82.5pst +/-75.Opsf S OH RATIO 1
41° Head/Sill 06+2 05+2 C4+2 04+2 C6+2 CS+2 C5+2 C5+2 C5+2 C5t2 C6+2 C5+2 C6+2 C8+2 +2 C5+2 C6+2 C6+2 C6+2 CS+2 C6+2 C6+2 C5+2 C5+2 0
DLO Jamb 10 6 B 6 12 10 8 8 12 10 8 8 1q 12 8 0 14 12 10 10 14 10 10 10 -
P-hook 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 &+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10
NOTE A:W-90.0 PSF FOR GLASS TYPES 4, A.6,6A,7A, 8&BA; +/-87.1 FOR GLASS TYPE.7 j
NOTES: EXAMPLE ON SHEET 9 OH RATfO=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 24/2"SILL,POSITIVE WATER DP IS 46,67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER NOM.PANEL WIDTH-7"
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER OP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)47,3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" PRODUCT REVISED
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as complying with the Florida
l3ulTABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= NoA-Ng Codo 17-0420.12
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.066° NOA-No.
4)SEE SHEETS 1044 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Date 0211 712 02 0
6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, all8)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Mla i-ba roduct contro
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL Be USED FORTABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P•h0ok LocksUle @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135"Astragal Loclatlle @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty5tiie Heavy-duty5tRe Heavy-dutystile Heavy-dutysttle Heavy-duty Stile Heavy-duty Stile Heavy duty Stile Heavy-dutyStite I
ns 1
Heald I Id
-duty Astragal�� Outr2r� E side Comer,, Outside Corner
i—'I��i—J-�IL. Corner
`t 111111 r1I/ I
inside ......NN
Corner Outside I
InsldeCor ``R� UOENS� /��
Corner '
Part#61[Stile) Part#61(Stile) Part#129(Out.) Part 961(Stile) =�r: No.58708 'A
Part#61(x2) Part#61 Part#61 Part#61' Part#118(Corner Parts#31&032 Part#61 _ �.—
Part 1168(Astragal) Part#120(In.) ;-0
Receiver) (Com.&Fxd Mount) ,
1070 TECHNOLOOYDRIYE
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an°+,ay.o.y; we: vonr,ouslwES MO. ® so0-77o N7S 8 a 22 P13TO130 C P.E.#58705
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NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE `•. REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE" CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6° SHEETT 10 FOR INTERLOCK 24"MAX.O.C.
POCKETS CLUSTER,SEE
THIS AND \ -{ 48"NOM. DETAILS,SHEET 11
SHEET SEE POCKET 10 P-HOOK x \ I HANELWIDTH x x x x xx
( ) r------- x 3a �7 \
JAMB MOUNTING I x x x x f x x x x x x x 0°MAX.
INSTALLATION, ADAPTER I 5"MAX. (0�- x x x x x x x x x x x T j
THIS SHEET ANCHORS MIDWAY i 0' L T MAX. x x 1
&SHEET 14 BETWEEN P-HOOK
I I O I 4 PAIRS OF
ANCHORS&AT 3" I x=FRAME x ANCHORS
FROM TOP& i D: 14"MAX.O.C. I I o 1O ANCHORS 96" x (TOTAL 8
BOTTOM �z� IoI o UNIT 21"MAX. ANCHORS)
4.051" 6"MAX.TO OPENING i m I®I I_i + 0 o=P-HOOK HEIGHT D.C. PER JAMB
EDGE OF POCKET SEE I a �— 0 x� (SEE JAMB
MAX.O.C. ANCHORS x
INSTALLATION I o¢ I I Z DETAIL
DETAILS'Jc'&'Kc', i m I®I I M o=P-HOOK BELOW)
END PANEL SHEET 14&PART F;y MOUNTING
ANCHORAGE DETAILS'J'&'K'. IU'.� I+ I IoI r 3"MAX. ADAPTER x x
24"MAX. (2 ANCHORS) SHEET 19 FOR 12 ' F- I I + 'ANCHORS
P-HOOK 6"Max. lol---'- x
O.C. �_--- - x x
+2" ANCHORS x, x x x x x x x x x x' x/X AND PANEL
CHORAGE
ANCHORAGE END PANEL x, x x x x x x x x x' 6"MAX. �I�ANCHORAGE(SEE
ANCHORAGE "� x' x xxx x' SKETCH BELOW
(SEE SKETCH BELOW) �• " "+2" "+2'
CENTERLINE 8"MAX.,TYP. "+2° +2' +2" ANCHORAGE 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. 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANELANCHOR EXCEPTION,'+1"ANCHORAGEONL : ANCHORS MAY BE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANcero NEXT AS NEEDED TO ALIGN THE
QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 6-8: cLusTERrO DE- EXTERIOR HEAD OR SILL IF A SPLICE
48" CENTERLINE OF 24"O.0 OR LESS 21„ OCCURS AT THE P-HOOK.
48"NOM •I INTERLOCK HEAD&SILL:R"MAX.FROM FRAME CORNERS.
PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE PRODUCT REVISED
SEE"C5"CLUSTER B complying with the Florida
DETAILS,SHEET 10 TABLES,SHEETS 6-0 AT EACH INTERLOCK AND
WIDTH CFNiFf¢INEOFEND PANEL Bullding Code
STRAIGHT AND CORNER ASTRAGAL LOCATION, NOA-No. 17-0420.12
FOR INTERLOCK .64"
ANCHORS AT THE MIDPOINT OF ENO PANELS ONLY 5
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR Expiration Data 2/17I2020
+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24".OTHERWISE ANCHORS ARE NOT L.- III
ADDITIONAL ANCHORS 24"D.C.MAXIMUM. REOUIREDAT THE MIDSPANAS PER THE FIGURE ABOVE: By
3.5" 6"MAX. Miami-Da ro uct Control
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM;21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
REQUIRES " "+2 ANCHORAGE SEE"C5"CLUSTER END PANEL ANCHOR PAIR
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE i
° I DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 6"
INTERLOCK ASTRAGAL
4.051" I 3.5" MAX•
• • • Y LYI\ �I//
f7777i�
—— I Q�� '. CICENSF �����i
I OF PANEL 3 OF PANEL 4 CENTERLWE
"+2„ANCHORAGE I E "+2"ANCHORAGE (�CENTERLINE
EXTERIOR _ ND.SB)OS '
I OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS u
_•D cc -
1070 TECHNOLOGYDR/VE w"ryr". �o�' •7��
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JRr D04A16/f7 x".0 CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. CERT.OFAUrH.A29290 SERIES 770 ALUM.SGD-LM IMPACT 777/51 �N Llsk P.E.
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ASTRAG SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION G.
RLOC_-t I:NEEDED INTERLOCK•, CONDITION,USE INTERLOCK��IF NEEDED 2.ON
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I
*2.04
1.75" EXTERIOR "DIAL.
7" t 7" d7-
1.75" - 21"
4"Dl G. MAX.
" 2.04" O.C. ERIOR
2.04" 21'
5.64" MAX.
EXTERIOR 3.5EXTERIOR 4"DIAG. 3.5" O.C.
,f�1, J'� 7u EXTERIOR
v 2-TRACK FRAME HEAD/SILL v tJ 7 6"MAX'
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 5.64"
a ASTRAGAL OR INTERLOCK (a]ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK �-2 TRACK
t/ HERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS A ED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,-CB-) ANCHOR PAIR 6.
MjA�X.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR FRAME JAMB.
SPLICE LOCATION
INTERLOCK IF NEEDED fNTERLOCK--j CONDITION,USE INTERLOCK--f-IF NEEDED 2.04" EXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE I "CS"CLUSTER DETAIL) CENTERLINE 3.5"
3.5" 3.5" 7"
ANCHORS MAY BE INSTALLED
o I. 21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. Mom• TRACK(INT.SHOWN)
�4,1018" 4.0&l O.C.
I 2.04" NOTES:
5.64" 1.ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
EM RIIOR 7" EXTERIOR 7„ 4"DfAG. EXTERIOR 3.5" ALLOWED.
v 3-TRACK FRAME HEAD/SILL `� 3-TRACK FRAME HE'—"-' V AN 6"MAX. 2.FOR HEAD OR SILL SPLICE
3-TRACK FRAME HEAb/S(LL LOCATIONS/ANCHORAGE AT
Cal ASTRAGAL OR INTERLOCK D,ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 0.
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR PRODUCT REVISED
as compigng with tho Florida
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR tt ASTRAGAL OR (FOR SPLICE FOR SPLICED Build!.Code
INTERLOCK�IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK- CONDITION,DO NOT CONDITIONS ONLY: Non No. 17.0420.12
CONDITION,USE
CENTERLINE l CENTERLINE + CENTERLINE USE THIS DETAIL) � SPLICE LOCATION Bxpirotion Dat 02/17/2020
1 75" "C6"CLUSTER DETAIL) IF NEEDED
3.5" e
�--- 3.5" 3.5" 7,\ 3.5" Minm1-G Product Control
2.04" 4"DIAG. 2.04" 4"DIAG. 2.04"
2.04" 5.37"DIAG. 4"DIAG.
4.08°
4"DIAG. i 2.04"
�+tUui ulir�
i
EXTERIOR EXTERIOR EXTERIOR 3.5" '���..1...AY N��
n �nn 7„ 7" 3.5" �: '' SF' �lfn
v 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILLID 4-TRACK FRAME HEAD/SILL
(rD ASTRAGAL OR INTERLOCK na.ASTRAGAL OR INTERLOCK _=�¢j No.58705
Cad 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 ��YjJ' lz;
}O7O 7E'CHNOLOGYDRIVE w.u+ggwu iO'n'•. F7ATE pp ,•4(lr;
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1oa045afe0a , ,i,S� C9`�•
ONAL
n JR o.SITY C NO CHANGES THIS SHEET, CERT.OFAWH.k2O2M SERIES 770 ALUM.SGD-LM IMPACT
tovttuaxrXANsom r A.LYNN MILLER P.E.
�a soano NTS 10 a 22 PGT0130 C REM 55705
JR IOIIW14 ,uTPoc�xrs�swvin
2.04" 2.0 INTERIOR 2.04" INTERIOR 2.04- "+1"ANCHOR
INTERIOR INTERIOR 7"
?4�DIAG. ?4'DIAG. 8,94"
6.12" 3.5"INTERIOR 7 INTERIO INTERIOR
90 3. " 90° ° 3. " 1 1 I _ CENTERLINE
EXTERIOR EXTERoa 4"DIAG. 4"DIAG. f OF PANEL
3.5"° 4n. 3.5' 4" 3.5" 3 5" 4„ "+2"ANCHOR
2.04" EXTERIOR 2 04" 7n 2.04" EXTERIOR 4 2.04" EXTERIOR 8.94"
EXTERIOR
2.04"
90"CORNER 90'CORNER 135°CORNER 135°CORNER " 4"DIAG.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3.6":711
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I CENTERLINE
ANCHORS ARE REQUIRED,"2D ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED," ANCHORS ARE REQUIRED,"C6") I�OF PANEL
4.08"
INTERIOR INTERIOR
EXTERIOR 4,08" "+1"ANCHOR "+3°ANCHOR
INTERIOR 4' 3.5" INTERIOR 7.41"
90° 7° 135" EXTERIOR
2.04 4"DIAG.
.3 1 3.5"
3.5"
4.08" " 4.08" 7" 7'
5.37'D G. 5.37"DAG. I�CENTERLINE
CENTERLINE I OF PANEL
4" 3.5" 4 OF PANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR EXTERIOR 7" 4' i woR ON ^+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT
7" r EXTERIOR ALL
90°CORNER 135°CORNER n_ VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) I 4"DIAG. PRODUCT REVISED
as complyln with the Florida
Building Go de
INTEROR .6.12° INTERIOR 2.04' NOA-No. 17-0420.12
2.04" 8 12" 3.5" Expiration Date 0 2/1 712 02 0
EXTERIOR CENTERLINE
4" INTERIj588" OF PANEL
Mlaml-Dad roduct Control
INTERIOR 90° 4" 3 5" 35° "+3"ANCHOR
2.04"
DIA 7
6,12" 1 G. 6A2" G 3.5" 4.08"
7" EXTERIOR
2.04" 3.5" 4" 4"DIAG. .6"" 3.5" I — IIIIIr EXTERIOR 7" OR 4" CENTERLINE �.` ONy.LNv"",,,
2,017OF PANEL `
90"CORNER 135°CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL P'
("CS^ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT = N0.58705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS
(3-TRACK SIMILAR) -V � -
NOTES: �J(
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TECHNOLOGYDRIVE Oeip1°°n' %p�•t` sT� 'OF'��.lV��=
2.DETAILS DEPICT ANCHOR QUANTITYAND SPACING,AND WOULD BE N.VENICE.FL34276 ANCHORAGE,EXAMPLE CLUSTERS :,(�S•'•F<ORIDP.,•'•\C��
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. fsatJ4eo•leoo G\�
a. �: .N>bn": ceRr.oFAIrrH.aae SERIES 770 ALUM.SGD—LM IMPACT
IDENTICAL t�C`��\
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1/16"' 2-1/16"' 2-1/16"' NOTES:
EXTERIOR "SEE
1/4" 114" Fr--- 114" 1.ALL DIMENSIONS
Mom' MAX. EXTERIOR SHIM ON MyIN.AL OWEDDSHIM EXr�R SHIM�-' 2.METAL OR WOOD
EMBEDMENT: SUBSTRATES MAYBE
SEE TABLE A, JJJ USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOODOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
TYP.,SEE ANCHOR R NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
&TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
NOTE 3,SHEET 1 'DIAGONAL O.C.IS
2-TRACK FRAME HEAD 4Z 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL)
WOOD INSTALLATION Bw WOOD INSTALLATION cw METAL INSTALLATION OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHORTYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHO*SHEEN6�0�3','
ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE HEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
.SEEANCHORANCHOR ANCHOR MIN.OF 3 THREADS BEYON 0
NOTE 5,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4°MAX.) 1 SHEET 1� SHEET 1�
T /4"MAX.) (1/4"MAX.)EXTERIOR IEXTERIOR — — EXT�R EMBEDMENT:SEE
TABLE A,SHEET 1
2-1/162-1116"' 2-1/16"' EDGE DISTANCE:
EDGE 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
4-TRACK FRAME SILL
WOOD INSTALLATION Ew WOO INSTALLATION E SILL KWMETA INSTALLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 ---7 as a 1ylnp with the Florida
' Building Code
EMBEDMENT:SEE NDA-No. 17-0420.12
TABLE A,SHEET 1 EDGE DISTANCE:SEE TABLE A, Expiration Date 02/17/2020
EMBEDMENT:SEE METAL TYP., SHEET 1 By
TABLE A,SHEET 1 EDGE DISTANCE: SEE ANCHOR Mla -Da raduct Control
EDGE DISTANCE: O SEE TABLE A, NOTE 4,SHEET 1
2X WOOD SEE TABLE A, 2X WOOD SHEET 1
TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR 2 1/18",
NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP.,
2-1/16°' SEE ANCHOR NOTES
WOOD ANCHORTYP., 2-1/16"' &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 11 I 1 I I
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS `�� Ny L.
&TABLE A,SHEET 1 BEYOND THE `, A
EXTERIOR
EXTERIOR II D EXTERIOR � METAL �� 1JGENSF• Q����
1/4°MAX.SHIM I I+— (� SUBSTRATE Q t�
v 1/4"MAX.SHIM I 1/4"MAX.SHIM h— _=*: No.58705
E 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB C 0
Gw WOOD INSTALLATION Hw WOOD INSTALLATION n.=te"� Iw METAL INSTALLATION i7JO�,• t f o '-7 Ij;
10707ECHNOLOGYDRWE sr P;:
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Z.
I t
ON DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
EDGE DISTANCE:SEE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1
TABLE A,SHEET 1 CON RETE SHOWN ARE BASED
PER BLE PER TABLE ON MIN.ALLOWED.
2-1/18„' 2-1/16"• 2-1/16"
A,SH ET 1 A,SHEET 1 i/4"t. MAX "DIAGONAL O.C.IS
f SHIM MIN 4 (HEAD&SILL)
[ OR 6"(JAMB)SEE
ii1!4" � DOES�1'S,SHEETS
MAX EXTE IOR L EXTERIORE
EE TABLE A, MAX.
SHEET 1 SHIM SHIM r'
PROPERLY SECURED 1X CONCRETE ANCHORTYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X 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 NCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HEAD 4a 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Oc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X ONCRETE 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 ANCH R SEE ANCHOR
NOTE 5,SHEET NOT 5, NOTE 5,
1(1/4"MAX.) SHE 1 SHEET
� 1�
_ j (1/4" (1/4'MAX.)
"iT' EXTE IOR S EXTERIORi
EXTERIOR I
aCONCRETE
2-1/16"` 2-1/16"' -I-"-- I 2-1/16°' PER TABLE
EDGE DISTANCE: CONCRT EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TA SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
ME SILL 4-TRACK
ME SILL
0c CONCRETE lda 2-TRACK IN TALLATION Ec CONCRETE SILL 3-TRACK E EIINSTALLATION Fc CONCRETE NSTALLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 ' ns complying with the Florida
Building Code
EMBEDMENT:SEE 1I NOA-No. 17-0420.12
TABLE A,SHEET 1 ~1 L EDGE DISTANCE: Expiration Date 0 211 7/2 0 2 0
EDGEDISTANCE: pROPERLYSECURED SEE TABLE A.
EMBEDMENT:SEE CON ./CMU ANCHOR SEE TABLE A. SHEET 1 By
1X WOOD BUCK TYP.,
roduct Control
TABLE A,SHEET 1 �I TY SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Miami-Da
PROPERLY SECURED EDGE DISTANCE: N TES&TABLE A, SHEET 1
1X WOOD BUCK TYP., SEE TABLE A, SHEET 1
EE ANCHOR NOTE 3, SHEET 1 CONCJCMU ANCHOR 2-1/16 '
SHEET 1 _ TYP.,SEE ANCHOR
NC./CMU ANCHOR P PERLY SECURED I/;!: NOTES&TABLE A,
P.,SEE ANCHOR 1 WOOD BUCK TYP., SHEET 1 CONCRETE
S E ANCHOR NOTE 3; CONCRETE OR CMU t11 I l I l i1j1
OTES& SAHEET 1 CONCRET SHEET 1 EXTERIOR PER TABLE `���Q........•.OR CMU
TERIOR '�- OR CMU EXTERIOR '•.•.• PER TABLE (� ,,! A,SHEET 1 \ ��,••' LICENgF �!�
PER TABL r'° A,SHEET 1 V :• Q; ;Xn�
1/4'MAX.SHIM I A,SHEET 1/4"MAX.SHIM �— No.58705
1/4"MAX.SHIMja I '*: _
2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB O 4-TRACK FRAME JAMB
cc CONCRETE/CMU INSTALLA ON He CONCRETEICMU INSTALLATION Ic CONCRETE/CMU INSTALLATION '� '. u( I•�(������
O�. ST TE OF ,'(vW
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N.T.OFF TH.h276 J ����'sIONAL E�G�`.
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COPYAIQIfr01Vi1
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INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAMEJAMB SHOWN ARE BASED
REQUIRED ATALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE FIGURES ON THIS
S
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONCJCMU ILLUSTRATIVE
a SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 28 ANCHOR NOTES& TABLE A.SHEET 1 FOR
s:. Y TABLE A,SHEET 1 ALL APPROVED
28
SEE TABLE A, (ALSO SEE TYP. SUBSTRATES.
�••:`•.;:`.`:..;:;;�'::�SHEET 11-114"MIN.EDGE DISTANCE
ILLUSTRATION,SHEET 9)
DISTANCE:SEE w; EXTERIOR 3.SEE TABES 1-3,
—�_
ABLE A,SHEET 1 EMBEDMENT: " r: SHEETS 6-8 FOR i
SEE TABLE A, ? P-HOOK MOUNTING REQUIRED P-HOOK
28 ADAPTER CNC./CMU AND P-HOOK
EXTERIOR SHEETI r'. +,.:..... O
;;.z:::•;`1 MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP nn :'::�•;' ,.•:•'%"..': ANCHOR TYP.,SEE i
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 A,SHEET 1. TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 8.
ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9)
®P-HOOK FOR USE WITH FLAT SILL RISERS e P-HOOK FOR USE WITH ANY SILL RISER
h PARTS#18 #20,#22 OR#24, Jc PARTS#18 #20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A.2A&3A MAYALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
_
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
SHEET 1
MIN.OF 3 THREADS TABLE A. ANCHOR TYP.,SEE A,SHEET 1 ..; ;. ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES :..:. ;' :'; A,SHEET 1
SUBSTRATE &TABLE A,SHEET 1 'ir• r ;';:••;.'; :e: :';:,..' -, (ALSO SEE 7YP.
2a EMBEDMENT: ;;t',,:•,.;•.�,,,•,;,; .,:;, PRODUCT REVISED i
(ALSO SEE TYP. r• ILLUSTRATION,SHEET 9) as complying with the Florida i
ILLUSTRATION, SEE TABLE A, :,f.;.•„;.,•: 28 Building Coda
EMBEDMENT: SHEET 9) SHEET 1 ;.�.;:.:r:.: Now-No. 17.0420.12
SEE TABLE A, DISTANCE:SEE m, Expiration Dat 02/17/2020
SHEET 1 TABLE A,SHEET 1 '° 1-114"MIN.EDGE DISTANCE By
30 30flL Mlaml-D o Produet Control
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
Ittj
SEE ANCHOR NOTES n_ ANCHOR TYP.,SEE
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693'MIN.
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9) 1111111
1
P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS
w PARTS#19,#21,#23 OR#26, Kc PARTS#19,#21,#23 OR#25,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Q;
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT No.5870.5
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY = '• y�
ATE OF
1070 TECHNOLOOYDRIVE w.nbuse % •'•F�ORIDP,••'•_��
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o�meY.o.rrc cnara"e wr: vornmusmr»c. ® A.LYNN MILLER,P.E.
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{
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
HEADER DETAIL'A', MAX. NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS'Aw'&'Ac', WIDTH �!N�TEIQII
SHEETS 12&13 1
NOTES: EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS 90"
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
TABLES,SHEETS 6 8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
PANEL HEIGHT AND WIDTH.SEE TYPE QS' AS' TYPE SHEET G&CORNER
A' IC ANCHORAGE SHEET 11
SHEETS 18&19 FOR SECTION NOM MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL S WIDTH TYP. DLO PER M',SHEET 19
2)(1)LOCK(ITEMS 75&107-110)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
OR ASTRAGAL. �1 JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE L� 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X 'Gw'&'Ge,SHEETS 12&13
COMBINATIONS PER DP/ANCHOR
TABLES. LDLO WIDTH=NOM.PANEL WIDTH-7"
90` DLO HEIGHT=DOOR UNIT HEIGHT 5"
SILL DETAIL'D',SHEET 18; -1t
INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNITH� 1.866"
'Dw'&'Dc',SHEETS 12&13 SILICONE HOT-MELT BUTYL
STRUCTURAL '
SILICONE STRUCTURAL SILICONE W16'NOM.
BY OTHERS POLYISOeUTYLENE 114"NOM. FOAM
WITH
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS
#8X1"
#10 X 1-1/2" PH SMS PRODUCT REVISED
PH SMS ns complying with tho Flarldo
INT.GLASS INT.GLASS Dalidin9 Code
NOA-No. 17-0420.12
KODISPACE 4SG TPS +z5 SUPER SPACER@NXTT" Expiration Da
+z4 2/17/2020
. By �'.
ALUMINUM Mlaml-D Product Control
REINFORCEMENT POLYISO- DESICCANT FILL AREA
BUTYLENE 6116'NOM.
PANEL CORNER FRAME CORNER 6I1s'NOM. SEAL
DETAIL DETAIL BUTYL& ROLL-FORMED SILICONE SEAL
DESICCANT STAINLESS STEEL
FOAM
EXT.GLASS
Part# Description Material EXT.GLASS `t 111II lIII1
1
124 Kommerling 4SG TPS Spacer System
See this `\���'
125 Quanex Super Spacer nXT with Hot Melt BUtyl �ICENSF •,�� ,
Sheet for INT.GLASS INT.GLASS Q'
126 Quanex Duraseal Spacer Materials No.58705
TM
127 Cardinal XL Edge Spacer DURASEAL@ SPACER +z7 XL EDGE+zsSPACER 'p
REFERENCE TEST REPORTS:FTL-8717,8968&8970
f070TECNNOCOOYDRN '•F�o
E1�' i.�o�CQ STA I p'�.
N.VENICE,FL 34275 ANCHORAGE DETAILS/EXAMPLE ELEVATIO
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JR f0/f0/14 n�aNlcHrsneso,txo
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ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS)
_ -. BO OR 61 105 -
LO K PART 17
FULL LENGTH 14 75&107.110
14 106 OF JAMB 5 EI 60 OR 61 18 5
60 OR 61
G1 60 OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 5 SEE DETAIL GI
CLIP#105 WITH FOR FIXED
toy 6"LCoONG W/RETAINER#106 OPERABLE eo 75&107 111
11( PANEL CLIP
MIDSPAN (SHOWN WITH
FIXED PANEL TO' LOCK PART SEE DETAIL G2
5 THE INTERIOR) EXTERIOR 103 113 75 8 107-11 103 FOR FIXED 5 103 60 OR 61
PANEL CLIP
EXTERIOR
14 15 5
112 a 16 17
123 FULL LENGTH 40 G4 60 OR 61 R EXTERIOR
#10 X 3/4" ftOF 2-TRACK JAMB 2•TRACK JAMB EXTERIOR EXTERIOR EXTERIORJCLIP#80 OR#105 61 62 W/SCREEN
6"LONGW/RETAINER#123 3-TRACK JAMB 3-TRACKJAMB 4-TRACK JAMB 4-TRACK JAMB
(SHOWN WITH (SHOWN WITH H2 (SHOWN WITH (SHOWN WITH (SHOWN WITH
MIDSPANFIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR
121 SEE DETAIL ON SHEET 16 EXTERIOR127 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15
2
112 3 4
45 5 113 5 113 5
52 51 69 69
EXTERIOR EXTERIOR
EXTERIOR 53 - C]
a PRODUCT REVISED
as complying with the Florida
Building Code
SHOWN WITH 2-TRACK W/SCREEN E 3 TRACK 4-TRACK MAX.UNIT NOA-No. 17-0420.12
OPT.SCREEN FRAME HEAD FRAME HEAD C FRAME HEAD HEIGHT PER
TRACK TABLES 1-3 Expiration onto 02117/2020
ey
Mlam,-Da a 0duct Control
53 69 69 Wr
_
EXTERIOR EXTERIOR
52 51 72 OR 73 72 OR 73
113 11 11
48 47 0 6
EXTERIOR 112 5 113 113 ``,111111111#7j7
FRAME SILILSCREEN eF ME SILL FRAME SILL
No.58705
71i=
"ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES _ '
1.3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE.
10707ECHNOLOGYDRIVE 0«<ror�' � •'•.c<ORIDA,.•'•
A VENICE,FL 94273 VERTICAL SECTION DETAILS �',SS` ••••
P41)480.1600 ,A,,: / NAL 6 ��
7, io N .
Rr,+eey. a"a: Re.ati: Cr:Rr.OFAUTH.09203 SERIES 770 ALUM.SGD-WINDOW-LMI "11111111 II`I
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JR 07/20/14 .w.wcilrsntsemca GD•770 WINDOW NTS 18 22 PGT0129 C P.EJ#58706
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 Q INTERIOR 81 113 118
28 7
*�XTERIOII
30 113
11
27 63 103 62 111 63 6D OR 61
60 OR 61 __ 5
29 14 120 85EXTERIOR 111 62 90a EXTERIOR
EXTERIOR INTERIOR EXTERIOR
�(EXTOORINT.MOUNT)OK FOR FLAT LS K EXT ga OOK MOUNTONL BOXYSILLS < 80e INTERIOR
LOCK PART LOCK PART LOCK PART 60 OR fit
75&107-110 75 8 107-11 61 75&107-110 5
abi INTERLOCK
14
113
60 60 61 _ V
71MRIOR 119 _IL EXTERIOR 1 t 'ITEM#61(HEAVY-DUTY
V F1,EXTERIOR 7 STILE)SHOWN,ITEM#60
9 1D3 967 88 7 (STANDARD STILE)ALSO
E STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 80°OUTSIDE CORNER 80°INSIDE CORNER APPLICABLE,SEE TABLES
L1 WITH STANDARD STILES#60 �WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN N2 2-TRACK SHOWN 1-3,SHEETS 6-8 FOR(PSF)ASSOCIATED WITH
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES.
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN)
4 INTERIOR PRODUCT REVISED
as complying with the Florida
31 LOCK PART Building Codo
75 8 107-110 NOA-No. 17.0420.12
4 INTERIOR Expiration Date /17/2020
5 �INTERIOR
135' S By
Mla -[)=roduct Contra
11
7
1
14 5 61 36.32
103
61
2 yEXTERIOR 61
32 \11111111111f��'
LOCK PART 37 103 61 �I.,EXTERIOR 7 •.•' l-10ENSF•.,(�
76&107-110 vv 14 135°INSIDE CORNER Q.• ..��,
02 2-TRACK SHOWN No.58705 `
®135"OUTSIDE CORNER :
of 2-TRACK SHOWN - Cl
STIT IOp
1070 TECHNOLOOYM
N.VENI-,,FL 34276 HORIZONTAL SECTION DETAILS,CORNERS 'i�S 'F.O,RIOP,.••'��`
1941/48 0 4 6 0o ''7S�ONAL IENG
Rerod DY. Dam: n 18" CERT.OFAUTH,#29Y98 SERIES 770 ALUM.SGD-LM IMPACT
JR 01/O5/17 C NO CHANGES THIS SHEET. rosmlDHrean sxo�nroaay. aw: erw.e ao.mora �rc A.III MILLER,P.E.
or.,,mer• DOb: CI,e J:eC Deb: PpTWDUSm/es.inC. ® SGD-770 NT$ 19'-22 •PGT0130 C P.E.#58705
JR 10/10/14 AuwDursneMM
r
Item PGT PGT# Description Item PGT PGT# Description NOTES:
Dwg.# 1)ALLALUMINUM=6063-76
1 17306 1 017306 2-TRACK HEAD 60 17325 017325 PANEL STILE -
2 17303 017303 2-TRACK HEAD WITH SCREEN RAIL 01 1732H 017328 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99,
3 173 99 '617309 3-TRACK HEAD 62 W327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312• 017312 4-TRAGIC HEAD 83 1125 VP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 1
6 17317 6173V FRAME HEADAAMB ADD-ON 05 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES j
7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SINS OR 3/16"MASONRY
8 17301 017301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUN ASTRAGAL ANCHORS @ 24"MAX.O.C.
9 17307 OIT307 3-TRACK SILL 69 17324 617324 TOP 8 BOTTOM RAIL i
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1412"X L'X3/4'HIGH FIN SEAL DUST PLUGS
• 12 17315 BIT315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY.
13 17316 617310 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 W305 617305 2-TRACK JAMB 74 SILICONE DOWS99,DOW995 OR GE-7700
15 17302 017302 2-TRACK JAMO WITH SCREEN RAIL 75 0165 78%5X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE I
16 17308 017308 3-TRACK JAMB 70 71032XIFPFX AID32 X I'FL.SS SCREW W/TYPE"F"TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1D32 STEEL ZINC U44UT
18 17322 617322 SILL RISER-FLAT,FLUSH,1-I/T 79 17357 817357 V IG BEAD
19F173 617319 SILL RISER-BOX FLUSH,1-1/2" 80 17359 617359 7116°BEAD/FDED.PANEL CLIP
20 617321 SILL RISER-FLAT,LOW,2-1/2' 81' 17360 617360 9/16"BEAD
21 617318 SILLRISER-BOX LOW,2-1/2" 82 1224 BIP247K VINYL BULB WEATHERSTRIP
22 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 83 01745 1746 LOWE INC,1/T xvIli-SGL SIDE ADH.TAPE,POLYETH.
23 617354 SILL RISER-BOX MEDIUM,3-114" 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 01T323 SILL RISER-FLAT,HIGH,4" 101 72087 AMB BUMPER
25 017320 SILL RISER-BOX NIGH,4" 102 1896 T1896 DUST PLUG
20 617333 POCKETP-HOOK 103 8186 78186X 1°KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SOKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT f05 17344 817344 FUED PANEL CLIP-6•LONG
29 17335 617335 P-HOOK COVER 108 17352 617352 F0£D PANEL RETAINER-N16" j
30 17348 617349 POCKET P-HOOK FOR BOXRISER 107 1739 71739 HANDLE KTr-INTERIOR RAISED WITH THUMB TURN I
31 1737. 617376 135 CORNER 108 1740 71740 HANDLE KIr-RAISED EXTERIOR HANDLE
32 17376 617378 135 FMD MOUNT 109 1731 78102SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN PRODUCT REVISED
ITEMS 4DS3 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL as complying with the Florida
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710X14PPSDAX#10 X314"PH:PN.TEK-S.S. Building Code
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67SIB WSTP,.27OX.110-FIN SEAL NOA-No. 17.0420.12
42 41818 SCREEN KEEPER SPACER SET 113 1712 64086 .187"X230"FNSEAL Expiration Date 02M 7/2020
43 8152 BBt52 SCREEN INTERLOCK ADAPTER 114 71OX115PPX AIOX1-1/2° - By
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10X1" rnhmu-uad"roduct Contro
45 4317 612250 SCREEN TOP RAIL I la 720XiX 04 20 X 1"S.S.
48 4318 812257 SCREEN BOTTOM RAIL 11T 720X112X #14-20X1-1/2"5.6.
47 668 . 7SRAZ STANDARDROLLER 118 17330 617336 90 DEGREE CORNER RECEIVER
48 668 7SRAX STANDARD ROLLER-ST.STIL 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FDED PANEL RETAINER,7/8"
51 1692 61692 SCREEN SPLINE-.165•
52 1694 61694 SCREEN SPLINE `1j 11111111//I7 i
53 8181OC20 SCREEN CLOTH CE
.t�.••CE
54 1725 1/2"X4"X i/16°SET.BLOCK,NEOPRENE 85*/S Qom: 1,1NS6
55 1726 1•X4'X 1/16"SE7.BLOCK,NEOPRENE 85+/S z '•�
_*: No.58705
10N.VENICE,OGYDRIVE
6 �i�`,`S'••�<ORIOP..•'G�� :
PARTS LIST �'�/; N
(941)490.1600 rn
S�ONAL E ,``�
A"wdBy wee FpWI"ne CERT,OFAUM.#29290 SERIES 770 ALUM.SGD-LM IMPACT I/I111 111111`1
JR O4/OYI7 C NO CHANGES THIS SHEET:
wwrronroaon 6aisu� �"' °"0d °'"^'r^ei ee'e A.LYNN MILLER,P.E.
° JRr D10 Cote° °ems �r sn Pc ® SG.770 NTS 20 -22 PGT0130 C P.E.068705
5.069" 8.562" -1 1.36"
0.080°IF- 11i 1.36"
1.872"I--
TF11.211" 1.505" �_!1
0.081" 0.062" - 1.019"
0.081" 2-TRACK HEAD tD 4-TRACK SILL 0,081" -
O(6063-T6 AL) O(6063-T6 AL) 40 STILEE�
6.198" (6063-T6 AL)
6.198" ---�{ 8.526" +-I 5.069"
0.080° -f )+- 1.045"
1.505"
rM Flw-rprglrT Q-11.21 1
1.993"`ptD 0.062"
0.081" O2 2-TRACK HEAD W/SCREEN TRACK 03-TRACK SILL
(6063-T6AL) (6063-TEAL) 1a 2-TRACK JAMB 46 SCREEN
G2-TR CKJA OTOPRAIL
7.105" ►{ 2-TRACK JAMB W/ � (6063-T6 AL)
6.221" 15 SCREEN TRACK
0,080" (6063-T6 AL) 1.361,
0.875"
1.211"FIT 1.505"
y -►{ 1.36"
_L I 1.993"
0.081" 03-TRACK HEAD 0.081,
Oe 2-TRACK SILL WI TRACKL 0.062"
(6063-T6AL) (6063-T6 AL) SCREEN
46 BOTTOM RAIL
9 142" (6063-T6 AL)
4.49" 0.081"
A0.080"
-� PRODUCT REVISED
1 211" 1.605" 7.105" as Building complying the Florida
NOA-No. 17-0420.12
lH4 I 9.141" Expiration Date 0 211 7/2 0 2 0
0.081" Oq 4-TRACK HEAD O7 2-TRACK SILL
(6063-T6AL) (6063-T6 AL) JL
sy
_ Miam- a Prodaet Control
y 0.060° D
1.514"
0.082"
1.260"
0.532" 0.760"
0.060" 1.516" - 1.990" \tiiiiuu4fy
0FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN �`W'9
ADD-ON 1s ADD-ON 1a END ADD-ON 16 3 TRACK JAMB `:�PC1,•' �tCENSF•.,((�
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _= No.58705
OR 3/16"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB
_b '•,�
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C, ANCHORS @ 24"MAX.O.C. (6063-T6 AL) =71 LL
10707ECHN'OLOGYVRIVE EXTRUSIONS ��CCS ••F(ORIDP,,••'��ki
N.VENICE,FL 34276
(941)460-1600 ,D., �''��is,7DNAL�NG�`•
a°.der. D°b: 6°N CERT.OFALML#29296 SERIES 770 ALUM.SGD-LM IMPACT
✓R 04/06/17 C NO CHANGES THIS SHEET, ca`Mw romiy 5sea,aaeee sv,,• sn.ee owyna her.
Dm""Dy:p"M cn°u°de D°b: mrnDDusmrEs.uw N SGD-770 SIT$ 21 >e 27 PGT0930 C A LYRE
E.856705 P.E.
JR f0/f0/14 .W.AIDNfDRESEAYDD
t
0.718" 0.83"
2.304" 3.802"
1 3.802" 0.752" -j^�� 1
0.752" L � LI J 0.885"
0.574' 0.796" 1.163"
0.062" 0.080" 0.062"
0.264" � 0.233" 0.062"
0.075','
OFRAMFRAME SILL P-HOOK MOUNTING P HOOK SCREW
E COVER 17 TRACK 26 P-HOOK 2a ADAPTOR 29 COVER 0.080" 3o P-HOOK FOR BOX RISER
SCREW AL)
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
(6063-T4"
1 80 ' 4 "
2.30" 1.488"
0.080" F- 1,739"+�
0-0..8TT30" 0.062" 1.600 0.133" 1.600 N-j
-`-� 1.303 f
r .080" 1.870" 1.888"
016" I Fes- 3.125" -►I 0.325"
1.974° 3.126" 0.062"
+- 2.44"
INTERLOCK INTERLOCK
31 135"CORNER 32 135"FIXED MOUNT 6o STANDARD STILE 61 HEAVY DUTY STILE 62 s5
(6063-76 AL) (6063T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063 T6 AL)
• 3.979" � 3.979"
U
4
F+-4.125" 1 I 1.050" 11" 1.050" I
4-81L16"---I�II
nk
1.050"
0075° 0.075° 1.645" Q,062"
, " " ,6
04j
3.25" (71 04 � ,045' �I(
0.125"' 0.281"
GLAZING 7/16"GLAZING 9/15"GLAZING
s7 STANDARD ASTRAGAL ea HEAVY DUTY ASTRAGAL se TOP/BOTTOM RAIL 7a 80 e1 PRODUCT REVISED
O O O O BEAD(I.G.) BEAD,FIXED BEAD
6063-T6 AL (6063-T6 AL) (6063-T6 AL) o complying with 4 Florida
( ) (6063-T8 AL) PANEL CLIP (6063-T6 AL) EulldinD Coda
(6063-T6 AL) NOA-No. 17-07320.12
1,003' 1.03" Expiration Data 02/17/2020
4'
E
5.621" M am-Da roduet Control
D.757" �0.080�
0.0601,
OFIXED
g5 PANEL� 0.709" 2.893° 1.498" 0.133"
1.4�98"
(6083-T6 AL) 0.133"
0.080"
.5501, 0.863
" FIXED PANEL 6.621" 4
---0---7fff09 t23 RETAINER,7/8" 120 90"INSIDE CORNER ASTRAGAL
2826 � Ny LYN/yI
0.080" -•II r (6063-T6 AL) ' " 11s 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) !Z1/
FIoc
XED PANEL tta 90"CORNER RECEIVER ER
AL)
t6s RETAINER,9/16" (6063-T6AL) _*: No.58705
(6063-T6 AL)
9979 TECHNOLOGYMVE - omba�• '-� I � '.�((I��
N.VENICE,F EXTRUSIONS %OT•'••. F O
' (B4!)466i600 690 rm %� •.,(ORIOP.•''•\?: .
6 o n: ReNabne: CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT 'SS/ONAL
JR 94N6/17 C NO CHANGES THIS SHEET. I
erorrwcrlroamrUUGT
wmeaw: somameeA.L1I<dIVA11ro.MmlacmSGD-770 WrS 22 a 22 PGTO130 C P.E.058705
JR 10/10/14 nu6ro6rsaFaLxveo