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RECEIVED NOV 15 7016
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Product Annroval Menu>Product or Aoolication Search>Aoolication List>Application Detail
FL# FL251-1128
Application Type n
Code Version 2014
Application Status A
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
(:]iAProduct Manufacturer
ddress/Phone/Emall
ies hnol rive
nice,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 Sliding Exterior Door Assemblies
Compliance Method
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 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes Fl C.R?8 C. CAC 16-0629,03.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/07/2020 I
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.03.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:
251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.04.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(NOA)for FL251. R28 Ii 16-0629.04.1)di'
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. l Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 ISGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.05.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 i228 11 16-0629.0S.odf
product performance information,anchorage details and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing '
reated 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 u in HVHZ:Yes FL251 1:28 C CAC 16-0629.06,. df
Approved for use ou QuailIration Date
Impact Resistant:Yes 17/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(N j for FL251 R28 1I 16-0629.06.odf
product performance information,anchorage details,and anchor pe, Verified By:Miami-Dade BCCO-CE
size,and spacing Information. Created b Inde arty:
Evaluation Reports
Created by Independent Third Party:
251.5 jSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limps of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.07.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 R28 Ii 16-0629.07.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: r
251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate III
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.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 R28 II 16-0629.08.0df
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:
251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for,use In HVHZ:Yes FL251 R28 C CAC 16-0629.10.0f
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 FL2s1 R28 II 16-0629.10.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:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR.01
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 R28 I1 15-0609.10 DR.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER _
f size,and spacing information. Created by Independent Third Party:
i Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 LM.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I
Impact Resistant:Yes 02/14/2018
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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 R28 IT 15-0612.06 LM.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:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.0 SNi.rdf
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(NCA)for FL251 R28 it 15-0612.07 SM.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:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certlficate
Approved for use in HVHZ:Yes FL7517E3,C CAS 15_121,0_ta2.ndf
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(NOA)for fl_251 X28 Ii 15-1710_0?.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:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes 8251. R28 C CAC 15-1210.0S.pdf
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(NOA)for FI-251 R28 IT 15-1210.01,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:
99
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1624
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:
Ed M
Gwiit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 11/14/2016
MIAMI•DADE MIAMI-DADE COUNTY
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.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein n desi ned to comply with the Florida.Building
Code,including the High V urricane Zone.-
DESCRIPTION: eries"SGD-770"Aluminum Sliding Glass Door w/90'&135°corners—L.M.I.
APPROVAL DOC GD-LM Im act"
1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with
the Notice of.Acceptance number an i n Efate y the i- a Pro u ntrol Section.
MISSILE IMPACT G:Large and Small Missile Impact Resistant
LABELING: Each units ac rer s name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No.
MIAMI DADS COUNTY Expiration Date: February 17,2020
AD �
PP
Page 1
C
i •
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets i
through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing
Laboratory,Inc.,Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass.
door,prepared by"Fenestration Testing Laboratory,Inc.,Test Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
Jorge At Plasencia,P.E.
roduct Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016 =
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (CONTINUED)
4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.10)
5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer),
per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FSC-5th
Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-2
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS (CONTINUED)
3. Statement letter of conformance, complying with FBC-51' Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No. 14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
'(Submitted under previous NOA No. 14-0128.11)
G. OTHERS
1. Notice of Acceptance No. 15-1013.15,issued to PGT Industries,Inc.for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90' &135'comers-L.M.I. approved
on 10/29/15 and expiring on 02/17/20.
Jorge M.Plasencia,P.E.
t Control
S,
roduct control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17,2020
Approval Date: August 04,2016
E-3
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor Substrate Frame Min.Edge Min.
INCLUDING POCKETS & 9001135° CORNERSMember Distance Embedment
Concrete(min.285 ksi) ead/SIVJamb 1- 1318"
GENERAL NOTES 1 1/4"Elco Ultracon Ungrouted CMU,(ASTM C-90) Jamb only 2.1/2" 1-1/4'
1)GLAZING TYPE OPTIONS:SEE TABLE 8,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. si 13/4'
2)DESIGN PRESSURES: 114"Eke 410 Concrete(min.3.35 Rai) ad/silVJamb 1• T74
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. C1eteFl Ungrouted CMU,(ASTM 690) Jamb onty 2-112" t-t/4'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. outhem Plea(SG=0.55 Head SIIUJemb t' 1.395'
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114"Elco Ultmcon Concrete
PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ung Southouted CMU ASTM o 55 Jamb only 1' 1-114"
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA N12,18-0ar410 P.T.Al Southern Pine 3-T5.,55) Head/S8I/Jamb 3/8' .063"
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B.S.SMS, Aluminum,6063-75 Heed SIII/Jamb 3!8° O.D63"
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.71 mreadslin) Steel,636 Head/SIIVJamb 318• 0.050•
Steel Stud,A653 Gr.33• HeadlSllVJamb 3/8' 0.0457'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksi) HeadfSln/Jamb 1-12" 131r
NARROW JOINT SEALANT. 114'Elco tea S.S. Ungrouted CMU,(ASTM 690) Jamb only 2" 1-114"
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggro-Gator Grouted CMU(ASTM 69(k,min.2 ksi grout) Jamb only 1 2" 2"
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG=0.55) Head/Sill/Jamb 1" 1318"
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Mrs(SG=0.55)HHead/s7ILamb 9116" 13/e-
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE( VHZ). 4 #12,Steel EMS G5, Aluminum,6063 TS Heed/5111/Jamb 3/8' 0.063'
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 threads/in) Steel,A36' HeadlSill/Jamb 3/6' 0.050`
FLORIDA BUILDING CODE;AS APPLICABLE. Steel stud,A653 Gr.33 HeadlSHIl lamb 318 0.0451"
TEST REPORTS:FTL-5980,FTL-5993,FTL•6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL-6028,FTL-6031,Flt-6033,FTL-6036 AND FTL-7554 \ STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
"•P-HOOK INSTALLATION REQUIRES 2.693"MIN,EDGE DISTANCE,REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZJNG DETAILS............4,5
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS ANCHORAGE.....................6-14
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES.......6-8
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15,16
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18,19
MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OFTHE SILL THAT IS NOT TIGHT PARTS LIST.......................20
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS EXTRUSIONS....................21,22
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED ;
TABLE B,SEE DETAILS ON SHEETS 4&5 1 as complying with the Florida
Glass SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL Building Code
Description(Listed from Exterior to Interior) SHEETS 6,7&8 MISSILE IMPACT RESISTANCE NOA-No. 16.0629.06
ID711G3
6"Laminated:(2)Lites of 3116'HS Glass wdm.090"PVB Intedayer STANDARDS USED: Expiration Date 02/17/2020
3A B/16' es of 1/4"FLS Glass wl PVB Intedayer •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
G4 7/16"Laminated:(2)Utes of 3116-HS Glass with.090"SG Intedayer -ASTM E1300-D9 Miami-o Product Control
GAA 9/76'Laminated:(2)Utes at 714'HS Glass with,090"SG Ntedayer •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION
GS i"Laminated I.G.:3/16"TExtedor Cap+318"Air Space+7/16"Laminated;(2)Utes of 3116"HS Glass with.090"PVB Interlayer -ALUMINUM DESIGN MANUAL,ADM-2010
*AISI-S100-07!52-2070
GSA 1"Laminated I.G.:114"T Exterior Ca +5116"Air space+7/16"Laminated;(2)Was of 3116"Hs Glass with.090"PVB Intedayer
LGA
1"Laminated I.G.:3116"T Exterior Ca +3/8"Alr Space.7116"Laminated;(2)Utes of 3116"HS Glass with.09T SG Intedayer 711' 111!
1"LminatedI.G.:114"T Exterior Ca +5116"Air S ce+7116'Laminated; Utes of 3116"HS Glass with.090"SG Intedayer AI NI=ANNEALEDNOTES: " LYNN7116"Laminated:(2 Utes 013119"ANN Glass with.090'SG Inteda er "HS"=HEATSTRENGTHENED9116"Laminated:(2)Utes of 114'ANN Glass with.090°SG Intedayer "T'=TEMPERED1"Laminated I.G.:3116"TExtedor Cap+3/8"Air S ce+7116"Laminated;(2)Luesof 3116"ANN Glass with.090'SG Intdayer ® No.56705
"PVB"_.090"BUTACITE PVB BY KURARAY AMERICA,INC. _1"Laminated I.G.:1/4'T Extedor Cap+5116"Air Space+7/16"Laminated;(2)LHes of 3116"ANN Glass With.090"SG Intedayer "SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. _ _
JR ey X015 as ADDED SPACERS TO SHEET f5. 10707ECHN0IAGYDRIVE GENER4LNOTES AND MAP 0�•.• sTArEOF
ar m,ro: NVENICE,F1.30276 me ••� m•'•.F<ORID,r'.'.'',fj?�
ar. e m nn vx �„),aatB00 a.`.m ES 770 ALUM.SGD-LM IMPACT ;Sc/CTA L oA
a".nrrp<mk m"uma o.m, fL4t}"y�7 F"Ri p.E.
JR 10/10/14 CERT.OFAUDt.#29298 ® SGD•770 NTS 1 d 22 PGT0130 B P.E..558705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc%'Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp.pXXXX OR XXXXp,OXX(IN POCKET CONFIGURATION
PER TABLES 1-3 A�WAC1 3 PER TABLES 1-3 1 3 CAN BE OXXXp.
r r---,
2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
t I OF ANY 2 STRAIGHT CONFIGURATIONS.
Gc
MAX.UNIT 13 / t 14 3 i z c o MAX.UNIT 13 I$ y )
I o FOR NOM.PANEL WIDTH,SEE TABLES 1-3•
HEIGHT HEIGHT
PER TABLES 1-3 / i Y PERTABLES 1-3 / / I x "X"=OPERABLE PANEL,
w
"O"=INOPERABLE PANEL,
°w i "p"=POCKET
POCKET i POCKET J m DETAIL LETTER
x "1tr'=WOOD OR METAL INSTALLATION
1-PANEL r 2-PA r W"c"=CONCRETE INSTALLATION
CONFIGURATIONS CON RATIONS 1 t3 L—SHEETNUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.Pf1-3
�� NOM.PANEL WIDTH 13 2 c DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER 12 t3 12 3 PER TABLES 1-3
1 13 2 13 12 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
J 1 19 1 19 14 14 1914 14 01 MAX.UNIT 1 19 19 19 1 1aMAXHEIt9 is14 1 joa� HEIGHT 9 i��p
PERTA / �, / IY w PER Ix�ti
TABLES 1-3
POCKET I y / / / / POCKET I y
-lir---
3- ANEL CONFIGURATIONS w 4-PANEL CONFIGURA S s
MAX.UNIT WID MAX.UNIT WIDTH
NOM.PANEL WIDTH 12 13 1z 13 1 t3 NOM.PANEL WIDTH `" 3 asRcomplyi g wDUCT ith the Florida
PER TABLES 1-3 PER TABLES 1-3 Bullding Code
9&13 NOA-No. 16.0629.06
Gc Jc I 1 1 13 Expiration Data 02/17/2020
13 1 19 19 14 1 I 1
7 1 7919 19 / to j MAX.UNIT 19 SEE rdla - Product Control
MAX.UNIT a s HEIGHT o NOTE
HEIGHT 1 13 19 t 19 I C y PER o1 2.THIS
PER TABLES 1-3 / / / / I Y C TABLES 1-3 / / SHEEP.
POCKET I " EXTERIOR 1 3 ',1r,P.:`:._i;•.Q1,
� m
5-PANEL CONFIGURATIONS t
CORNER,TYP.
13 72 1 (OUTSIDE CORNER SHOWN, 1 13
INSIDE CORNER SIMILAR)
fa70TECHNOLOGYDRIVE EXAMPLE CONFIGURA77ONS
RrraO 4: R"MNrs ..•... •.•.,
N VFNICE,FL 34275
(eai}aao+soo
SERIES 770 ALUM.SGD-LM IMPACT
s� ��'" w. A.LYNN MILLER,P.E.
SJR 70/10/!4 del CERT.OFAUTM A2M ® SGD-T70 NTS '2 "r 22 PGT0130 B RE.A 58705
I
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jv/',"Jc',"Kw'OR"Kc"INSTALLATION.
NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 1 t3 u �\ — — pXXXXp,pXXXX ORXXXXp.OXXX IN POCKET CONFIG URATION
r — j CAN BE OXXXp.
Gc w Jc I
1 73 to 7s 1s 1 9 2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
t t3 9ILL
is 9 19 s 1w 4 MCI? OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT I I a g y
HEIGHT, 1 13 is 7 is 9 i G w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96'OR120"
"X"=OPERABLE PANEL,
POCKET i "O"=INOPERABLE PANEL,
"p"=POCKET
6-PANEL CONFIGURATIONS
7 13 t 3 DETAIL LETTER
w-=WOOD OR METAL INSTALLATION
MAX.UNIT WIDTH
�Y'=CONCRETE INSTALLATION
NOM.PANEL WIDTH1w 3 13 t i5 �SHEETNUMBER
PER TABLES 1-3
lf�l —sir---
G 7Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7"
13 is t
i9 YDLO HEIGHT=DOOR UNIT HEIGHT-10.125"
73MAX.UNIT to as 19 1s tc PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
HEIGHT 1 13 7 1s 1s / jww
PER TABLES 1-3 i a
POCKET
r--
7-PANEL CONFIGURATIONS w
1 73 12 1 13
MAX.UNIT WIDTH
NOM.PANEL WIDTH w ac w c cc PRODUCT REVISED
PER TABLES 1-3 11 13 1 13 7 13 as
itaing o d
9owith the Florida
NOA-No.C 16-0629.06
Gc '" �` Expiration Date 02/17/2020
13 1 19 19 1 19 19 t
14
MAX.UNIT 1 13 19 19 19 9 19 HEIGHT 1 is is s s i�ew
PER TABLES 1-3
POCKET �°'W u� ,!�` ..' '•/'r, '�.
8-PANEL CONFIGURATIONS
Rw Br.
R. 10TOTECNNOLOOYORNE EXAMPLE CONFIGURATIONS -- ->•..•;:,:
N.vEMCE fI.31275 i0" .. ,...i."". .
RmsE 6r. ".w SERIES 770 ALUM.SGD-LM IMPACT
tstt}4eo-lsaa
_ A LYNN MILLER RE
s.mv,ae emx
SJR 1W10/14 a.m"e os� CERT.OFAURL CYJ1f76 ® SGD•770 NT$ 3 -22 PGT0130 B REA 58705
GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A)
7116"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS 3116"HS GLASS--\ 3116'HS GLASS
.090"PVB
090"PVB 090"SG 3/76"HS GLASS
3/16"HS GLASS 4 3116"HS GLASS 74 3/8"AIR SPACE 74
82 � _
83
EXTERIOR 3GLASS EXTERIOR 33/16"T GLASS GLASS '
124 127 3/4"NOM.
BITE, BITE GLASS
- BITE
EXTERIOR
80 80
79
Sq 64
65
6"LAMINATED GLASS TYPE 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9116"NOM. 9/16"NOM. 1"NOM.
3/16"HS GLASS
1/4"HS GLASS 114*HS GLASS .090"PVB
.090"PVB AGLA�
3/16"HS GLASS
114'HS GLASS 74 1/4"HS 5116"AIR SPACE 74
114'T GLASS
82 82
B3
3/4"NOM.EXTERIOR EXTERIOR 3/4"NOM.
GLASS 12a127 GLASS
a BITE BITEEXTERIOR PRODUCT REVISED
as complying with the Florida
odee1 B1 `r Noa-tae. 16.0629.06
y1 Expiration Date 02/17/2020
65
By
Miam a ProdUct Control
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
GLAZING NOTES:
"ANN'=ANNEALEDrl;t^
"HS"=HEAT STRENGTHENED _
"T"=TEMPERED :u.::3%G5
"PVB"=090'BUTACITE PVB BY KURARAY AMERICA,INC. p - 4
"SG"=.090"SENTRYGLAS�Y KURARAY AMERICA,INC. IMa (6
Ra"EBy OBb: ROM�bnc
JR o5vs2dts s DEDSPace:s r6ro7EcxNOLoarORrvE GLAZING DETAILS
aF o.mwm+sars
N.VENICE FL 94276 Txx
�W SERIES 770 ALUM.SGD-LM IMPACT
i941}469-rea0
_ +++ mrr: 01"ao"° A.LYNN MILLER P.E.
JR 1WIW14 a,.�" �� CERT.OFAUT11679296 N SGD-770 NTS. 4 -22 PGT0130 B P.E.p 58705
I
GLAZING DETAILS(G6, G6A, G7, G7A, G8 &G8A)
1"NOM. 7116"NOM. 1'NOM.
3/16"HS GLASS 3/16"ANN GLASS--\ 3116'ANN GLASS
.090"SG .090'SG
3/16"HS GLASS .090"SG 3116"ANN GLASS
3/8"AIR SPACE r314"NOM.
3/16"ANN GLASS 74 318"AIR SPACE 74
3115"T GLASS 3116"T GLASS
— 82
B3
63
( EXTERIOR 3/4"NOM. 314"NOM.
124127 GLASS 124127BITE GLASS
EXTERIOR BITE
EXTERIOR !�
af 80
7B T9
55 54 55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
-- 1"NOM. 9/16"NOM. 1'NOM.
3/16"HS GLASS 3/16"ANN GLASS
.090"SG 1/4"ANN GLASS .090"SG
3116"HS GLASS .090"SG 3116"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 74 5116"AIR SPACE 74
114"T GLASS 1/4'T GLASS
9z
83 83
3/4"NOM.
3/4"NOM. EXTERIOR GLASS rlOM.
124127 GLASS a 124727 SSBITE E PRODUCT REVISED
BITE
EXTERIOR as complying with the Florida
a EXTERIOR Building Code
81 NDA-No. 16.0629.06
79 a 79 Expiration Date 02/17/2020
54
55 55 By_
Mlam- e Product Control
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G. GLASS,TYPE G8A
GLAZING NOTES:
"ANN"=ANNEALED r`
"HS"=HEAT STRENGTHENED
"T'=TEMPERED d7G5
"PVB"=.090"BUTACITE PV['BY KURARAY AMERICA,INC.
"SG"=.090"SENTRYGLAAY KURARAY AMERICA,INC.
Raree By. DeDx R"Hsbric Omap�t ij i• ._.3,�_�:; V;'-�
JR o5/05/Zo16 a ADDED SPACERS, ro7o7ECRNococroRn�Pff
GLAZING DETAILS '•'-Ui'•°''•'',-::
Rewe By. Oees Re,Wmis' '..,_`,' .•:,.
N.VENICE,FC 94276Tem -.,.1:'1 r>:, +•, .
R.,�,BY SERIES 770 ALUM.SGD-LM IMPACT
/scr}49o-rsoa
omxnar o.a: � rav s"wam,e ems. sna.e o ,w " A.LYMJ MILLER,P.E.
JR 10110/14 CERT OFAM.82908 S5.770 NTS 5 a 22 PGT0130 B RE.#58705
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+601-60iii Height to Max.(+)DP
configurations on Sheets 2&3) (May be limited by Table 1A) (Water Int ration Rating)
For comer astragal anchorage on 90"or 135°comer units,see sheet 11 Sill Riser Height
Door Unit Height (Flat or Box,see (+)Design
Table applies to Glass 80" 90" Sheet 17) Pressure,psf
Types 3,3A,5,5A,7,7A,8 69-7/8"DLO 73-718"DLO 79-7/9'DLO 85-7/8"D Flush-1-112" s2ET Lto 3
&BA and the Stile I Astragal Anchor Group Anc or Group Anchor Group r Group
types shown below. 1 2 1 3 4 1 1 2 3 1 4 1 2 3 1 4 1 2 3 Medium-3-1/4'
Head/Sill +1 1 C4+1C4+ 04+1 Cst+1 C4+1 C4+1 C4+1 I C4+1 I 04+1 C4+1 C4+1 04+1 C4+1 C4+ C4+1 High-4"
24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3
P-hook 6+7 6+7 1 6+7 6+7 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
23" Head/Sill 04+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
U 3V' DLO Jamb 8 8 8 8 8 8 8 8 8 8 6 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 8 7+8 7+8 7+8
c 9" Head/3111 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cd+1 C4+ C4+1 C4+1 04+1
d LO Jamb B 8 8 8 8 8 8 B 8 8 B 8 8 8 8 8
Patook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+e 7+8 7+8 7+8 7+6 7+8 7+B 7+8 OH LENGTH
E Head/Sill 04+1 C:4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1j
04+ C4+1
Z' 4Z' fK0 Jamb 8 .8 8 8 a B 8 8 8 8 8 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+B 7+8 7+8 7+8 7+8 7+8 7+8WHead/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2C4+2 C4+2 C4+2 04+ x= OOHRATIOZ1
�" LOJamb 8 8 B 8 8 8 B B 8 8 8 8 8 8 8p
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+87+8 7+8 7+8 7+8 j
FOR EXAMPLE ON USING TABLE,SEE SHEET 7.
OIt 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 I A. N OM.PANEL WIDTH-7"
3)4".3-114-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 FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
PRODUCT REVISED
as complying with the Florida
Building Code
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ NOA-No. 16-0629.06
Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly " 90'Astragal Assembly 135°Astragal Expiration Bate 02/17/2020
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By .,
g Outride Comer,, Inside
Standard Astragal Miam- Product Control
Outside Corner
Corner ,.
r
� Corner Outside ''��•
Insideide C°rner'1 1 Corner
Part#60(Stile) Part#61(Stlle) Part4119(Out.) Part#fil(StileJ
Part#60(x2)
Part#60 Part#60 Part#60 Part 4118(Corner Parts#31  Part#61
Part 967(Astragal) Part#120(In.)
Receiver) (Corn.&Fxd Mount) _
e 16
1070 rECHNOLOGYOPoVEZff.
DPANDANCHORAGE - "`-`•"!-' -
KVENICE.
A.a1275sae `•., :.:.i. .• .•.
�� SERIES 770 ALUM.SGD-LM IMPACT
Ieer}aeo reoo
rsru,a.v �''' ar r"`0d"'" n.V: A,LYNN MILLER,P.E.
JR 1WlD/14 CERT.OFAUTILp10206 3GD•T70 NTS 6 d 22 PG T0130 B P.E.#58705
TABLE 2:
Maximum DP for all sizes:+fi0/ 60
For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 2A)
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3)
Door Unit Height
Table appnes to Glass Types 80" 8,1. gp• 96' 10Y 108" 114' 120'
4,4A.6,6A,7,7A,8&BA H9-718'lx0 73718°DLO 70-7/8•DLO 85-718'DLO 91.7/8'DLO 87-7/8"DLO 103718"DLO 109.718'DLO
and the SBIe/Astragal types Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
shown below. 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
ad/Sln C4+1 C4+1 C4+1 C4+1 G+1 C4+1 + +1 C4+1 04+1 04+1 C4*1 C4+1 C4+1 CA+1 C4+1 C4+1 CAN C4*1 C4+1 C4+1 +1 C4+1 +1 1 04+1 C4+1 G4+1 C4+1 C4+1 C4+1104+1
24' DLO Jamb 8 8 8 8 B 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-.01, 6+7 6+7 6+7 6+7 7+8 7+8 7+e 7+8 7+B 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 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Head/Sln 04+1 C4+1 o4+1 C i+1 C4+1 C4+1 C4+1 C4+iC4+1 040 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 CAN C4+1 C4+1 04+1 C4+1 04+1
30° pJamb 6 8 8 B B B 8 8 B 8 B 8 B B B 8 10 10 10 10 10 10 10 10 to 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+6 7+6 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 8+9 0+9 8+9 8+9 8+9 a+9 6+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Head/SIO C4+1 C4+1 CAN C4+1 G4+1 C4+1 94+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4N C4+1 C4+1 C4+1 34*1 04+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
E 36' D'-O Jamb 8 B 6 8 8 8 8 8 B 8 8 6 8 a 6 a 10 10 10 10 10 10 10 10 10 10 10 10 to 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7*87+6 7+8 7+8 7+9 7+8 7t8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
c 35' Nead/SIII C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 CAN C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4N C4+1 C4+1 C4+1 C4+1 C4+1 C4N C5+1 C5+1 C4+1 C4+1 CS+1 C5+1
¢. 42" DLO Jamb 8 8 8 8 6 8 b 8 8 B 8 H 8 B 8 B 10 10 10 10 10 10 10 10 10 70 10 10 10 10 10 10
P4took 6+7 0+7 a+7 6+7 7+8 7+0 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 B+9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 9+10 9+10 9+10 9+10 9+10 9+10 19+1019+10
Head/8111 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4*2 C5+2 C5+2 C4+2 C5+2 C8t2 C5+2 C5+2 C5+2 05+2 05+2
48" DL0 Jamb B B 8 8 a 6 a 6 B e B 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 f0 1D
PT.ok 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 No B+B 8+9 8+9 B+9 6+9 B+9 8t9 9+10 9at0 9+10 9+10 9+10 g+10 9+10 9+10
HeadlSill C4+2 C4+2 C4+2 C4t2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 G4+2 C4+2 C4+2 C4+2 CA+2 C4+2
54' pL� Jamb a 8 8 8 8 8 8 8 8 8 8 B 8 a B 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7ta 7+8 7*8 7+B 7+8 7+B 7+8 7+e 7+a 7+a Not available in these sizes
Hea(lSill G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 + C5+2
60° DLO Jamb 8 8 B 6 8 8 B B 8 8 6 H a B 8 B
P-hook 6+7 6+7 6+7 6+7 7+B 7+6 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+9 7+8
NOTES: O= EXAMPLE ON SHEET 9
DLO WIDTH
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL =
TABLE 2A: NOM.PANEL WIDTH-7"
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,
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 DLO HEIGHT=
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH
DOOR UNIT HEIGHT-10.125"
3 4-.3-1/4-AND 2-1/2"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. res ure,p
(Flat or Box,see w � PANEL HEIGHT=
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = O OH RATIO t 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = po DOOR UNIT HEIGHT-1.866"
Flush-1-112" see note 3 O
NOT RATED FOR WATER INFILTRATION. Low-2-111' +46.67
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-3-114" +60.0
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4' +60.0
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE SEE NOTES 1-3 OH RATIO=OH LENGTH PRODUCT REVISED
INSTALLED. OH HEIGHT as complying with the Florida
Building Coda
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. NOA-No. 16.0629.06
Interlock P-hook Lockstlle@Jamb StralghtAstragal Lockstile@ 90'Astragal Lockstile@ 135"Astragal Lockstile@ Expiration Date 02/17/2020
Assembly Straight Astragal Assembly 90*Astragal Assembly 135'Astragal -
Heavy-duty Sles Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile BY
ti
Inside Mlaml at roduct Control
Standard Astragal Outside Corner, , Outside Comer
Comer :1`.
Coal
Insid
Comer Outrid
'k
Inside e I
Insde Cor Comer ;•f 1z`. ,.. )
Part#61(Stile) Part#61(Stile) Part 9119(Out.) Part#61(Stile)
Part#61(x2)
Part N61 Part#61 Part 467(Astragal) Part 061 Part##1118(Co)rner Part#120(in.) (Com.&Parts#31
Com Mou#32 Part H61
1070 T150MOGYDRNE DPAMDANCHORAGE
VENICE,FL J1276 '+uvti , I
[94r}aeo 1so9
SERIES 770 ALUM.SGD-LM IMPACT
s.wwl,e I—
°'+� ase A.LYNN MILLER P.E.
Orr iner o1b' 0°� CERT.OFAUTH.#M296 ® SGD-770 NTS. 7 d 22 POT0130 B P.E.958706
JR 10/10/14
I
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP
For comer astragal anchorage on 901 or 135'comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)
Door Unit Height Sill Riser Height
Table applies to Glass Types 4,4A, 80' 54' 90" 96" 102" 108' (Flat or Box,sea (+) ree,,
Pressure,psf
6,EA.7,7A, 8&BA and the Stilet 69-7/8"DLO 73-IB"DLO 75.718"DLO 85-718"DLO 91 7/8'DLO 97-7/8"DLO Sheet 17)
Astragal types shown below. Anchor Group Anchor Group Anchor Group I Anchor Group Anchor Group Anchor GmupFlush-1-1/2" see note 3
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-1/2' +46.67
Desi n Pressure +/-9p,0 sf +/-82,5 pef +/-76.0 ps
17" HeadfShl C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1104+1 C4+1 C4+1 C4+1 C4+1 Medium-3-114' +60.0
24 DLO Jamb 8 B 8 8 8 ti 8 8 B 8 8 B B B 8 a 10 10 10 10 10 10 10 10 High-4° +90.0
P-hods 6+7 6+7 6+7 6+7 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+B 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 1 8+9 SEE NOTES 1�
Design Pressure +/--90.0 psf +/-82.5 psf +/-75.0 psf
30" 23" Head/SID C4+1 I C4+1 I C4+t I C4+1 GS+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+] C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1
= DLO Jamb 8 8 8 8 8 8 8 B 8 B 8 8 8 8 8 8 10 10 10 10 10 10 10 10
s 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+B 8+9 6+9 8+9 1 8+9 8+9 1 6+9 1 8+9 1 &+9
Design Pressure +/.90,0 psf +/-82.5 psi +/-75.0 psf
36" 29" HeadrS81 C4+1 C4+1 C4+2 C4+2 C4t1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+7 25L2125+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1
o. DLO Jamb 6 8 8 B 8 8 8 B 8 B 8 B B 8 10 B 10 10 10 10 10 10 10 10
P-hodr 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+B 1 7+5 1 7+8 1 8+9 8+9 B+9 8+9 1 8+9 1 8+9 1 8+9 8+9 1 B+9 1 8+9 1 8+9 II
E Design Pressure +/,90.Opsf +/-825 psf +1.75.0 psf OH LENGTH F�-
42" 35' Head/SN C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C08+9
_
DLO Jamb B 8 8 8 8 8 8 8 8 8 10 8 8 B 70 8 10 1D 10 10 10 10 1 c9
P-hook 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 6+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 8 til
Design Pressure +/-90,0 psf See Note A be/ovt +1.82.5 psi +/-75.0 psf = o OH RATIO z 1
41 41" HeadlS111C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 CS+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 2§t2: O
DLO Jamb B 8 8 B 8 B 10 8 8 B 10 8 8 8 10 8, 10 10 10 10 10 10 t0 10 1
P-hods 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 8+9 B+9 1 8+9 1 8+9 1 8+9_8+5 19+1019+1019+101 8+9 19+1019+1019+101 0
FOR EXAMPLE ON USING TABLE,SEE SHEET T. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&BA; +/-87.1 FOR GLASS PPE 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 2-112"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 DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4-,3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND DOOR UNIT HEIGHT-10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT=
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866"
4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION.
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED
as complying with the Florida
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FORTABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Bulydrng Code
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Leckstile @ NOA-No. 16.0629.06
Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly go,Astragal Assembly 135'Astragal Expiration Date 0211712020
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile By
Heavy-duty Astragal OutsideComer
Outride Inside Mct laml-D roduContro
Corner
Corner
CorInsn
%
Inside Core n Corner Outside ,!`fr°"'J `
Corner
Part#61(Stile) Part961(Stile} part#119(out.) Part U51(Stile)
Part#61(x2) Part#61 Part#61 part#68(Astragal) Part#61 Part#118(Comer part#120(In.) Parts#31  Part 461 /• _ _:
Receiver) (Corn.&Fxd Mount)
AfT
er mm: away _
11
10R1 TECHNOLCOYDRNE DP AND ANCHORAGE `'`:":�'�:'.•.='�
�' R0i�0`� N VENICE,FL 3+279' rra
sr (arlNea,tsoo SERIES 770 ALUM.SGO-LM IMPACT '
w.- A.LYNN MILLER,P.E
°isxn�"o'er °idiD°Ry Dees CERT.OFANTH.B292Ba ° SGD- NTS 8 d 22 PGTO130 B RE.B 68705
JR f0/1W14
T7 NO FRAME '7+8'P-HOOK ANCHORAGE CONSISTS OF. ------ SEE"GS"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, WIDTH DETAILS,SHEET 10
SPLICE
REQUIRED SEE(PERPENDICULAR TO GLASS SEE'C5"CLUSTER MAX.UNIT WIL SEE"C5'CLUSTER DETAILS, FOR ASTRAGAL
NOTE, E PLANE)SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"G6" SHEET 10 FOR INTERLOCK
INTERLOCK 24 MAX O.C.
POCKETS CLUSTER,SEE
THIS AND 60"NOM.
SHEET SEE POCKET (8)P-HOOK PANEL WIDTH DETAILS,SHEET 11
JAMB -------- - X x X x x
x x X x 6"MAX.
MOUNTING I 11z
INSTALLATION, ADAPTER 6"MAX X X X Z-/
THIS SHEET ANCHORS MIDWAY XMAX. x
&SHEET 14 BETWEEN P-HOOK I I 0
4 PAIRS OF
ANCHORS&AT 3-
FROM TOP& 0 x=FRAME ANCHORS
to ANCHORS 9 . (TOTALS
BOT70M 14�
-1 1 1 C) UNIT 21"MAX
MAX.TO OPENING 1-8 MAX'O-C. 1 1 - 14'MAX O.C. HEIGHT O.C.
4.051" ANCHORS)
EDGE OF POCKET SEE JEa Cie=P-HOOK PERJAMB
0
INSTALLATION ANCHORS x x (SEE JAMB
DETAILS Jc'&'Kc', 01 z DETAIL
END PANEL SHEET 14&PART M P-HOOK BELOW)
ANCHORAGE DETAILS.ila.w, ;U MOUNTING
24^MAX 1 3*MAX. ADAPTER X
O.C. (2 ANCHORS) SHEET 19 FOR ANCHORS
P-HOOK
-+2- X
ANCHORS PANEL x
END PAN x XLX x x END PANEL
ANCHORAGE X XL-`xx
ANCHORAGE X—PMAX. j—
X X
6*MAANCHORAGE(SEE
SKETCH BELOW)
�12- '+2'
(SEE SKETCH BELOW) +2" -,\—.12
ANCHORAGE
CENTERLINE 8-MAX,TYP. ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL I --- ANCHORAGE 2.04-
5 �L-2 TRACK 94°OUTSIDE CORNER- )�DMO-EXT MOUNT POCKET ANCHORAGE PLAN:
24*MAX, EXAMPLE:5-PA�N:E
L
So9
6OM P
D.C. BD"x 96"NOM.5-PANEL,
ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7)
61, SPLICE NOTE,
ANCHORAGE EXAMPLE NOTES: JU4 NON-STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET I ANCHORS MAY BE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
CENTERLINE
I
60" OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK.
NOM, INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX
PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE C
WIDTH \-DETAILS,SHEET 10 ANCHORS PER PANEL.ADDITIONAL ANCHORS 24"O.C.MAXIMUM. D.C.
/-"+2'ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT J 5.64"
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ONLY I
L ARE
3.5". CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT
REQUIRED AS PER THE FIGURE AT RIGHT; O 6"MAX. PRODUCT REVISED
Us comp) In with the Florida
F
CENTERLINE JAMBS&P-HOOKS 6-MAX.FROM BOTTOM,21-MAX.ANCHOR PAIR O,C.(JAMBS).14-MAX ANCHOR Building .
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE I 2-TRACK NCA-No. 16-0629.06
P-HOOK ANCHOR DETAILS ON SHEET 14, FRAME JAMB
•LJCE
ff
OFP
REQUIRES '+2"ANCHORAGE SEE"05" END PANEL ANCHOR PAIR Expiration Data
SE RAGE
"C6"CLUSTER, CENTERLINE CENTERLINE
1 DETAILS,SHEET 10 RLINE ANCHORAGE
13L. rrocnics Gontral
OF OF
4.061' 3.5" MAX.
DETAILS,SHEET INTERI OCK FORASTRAGAL I-"-OF
(2ANCHORS)
/Oz T
EXTERIOR OF PANCENTERLELIN3E +2CENTERICENTERUN"ANCHORAGE +2"ANCHORAGE--/
OF PANELU4VE OF PANEL 5E
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
10ro)rECHN0Lzy5DPjvE ANCHORAGE SPACING&EXAMPLE PLANS
NICE FL V.
N.VE
SERIES 770ALUM.SGD-LMIMPACT
A.LYNN MILLER,PL.
JR 1`0110114 CERT:OrAUM.4Z296 I—NTS I-9, 1.212 PGT0130 B P.E1513705
R O
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGALSPLICE LOCATION 6'DIAG.
04'•
INTERLOCK
�IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK IF NEEDED 2.04"
CENTERLINE I CENTERLINE 'C6"CLUSTER DETAIL) CENTERLINE ,
3.5" 1'75" EXTERIOR 6"DIAG.
7" 7� 3.5"
1.75" 21"
4"DIAG. W7- 3.5"
MAX
O.C. ExTERIOR
2.04" 2.04" 4" 21"
o I 5.64" MAX.
EXTERIOR 3.5" 7" EXTERIOR i'DIAG. 7" EXTERIOR O.C. 111 11 H
U 2-TRACK FRAME HEAD/SILL V 6°MAX
2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 5.64"
0,ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK Ca?ASTRAGAL OR INTERLOCK
2-TRACK
(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,'C6") ANCHOR PAIR 6"LAXIN
F4-TRACK
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORSPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK-�IF NEEDED INTERLOCK--j CONDITION,USE INTERLOCK-1IF NEEDED204" EXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE i C6'CLUSTER DETAIL) CENTERLINE 35"
7"
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT.OR INT.
e 2.04" 14-DIAG. MAX. TRACK(INT.SHOWN)
4.08" O.C.
2.04"
5.64" NOTES:
EXTERIOR 7., EXTERIOR 7„ 4"DIAG. EXTERIOR 3,5^ 1.ALL DIMENSIONS SHOWN
3.5" ARE BASED ON MIN.
6"MAX. ALLOWED.
v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL
Co ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK P ASTRAGAL OR INTERLOCK 2.FOR HEAD SILL SPLICE
USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER CK FRAME JAMB LOCATIONS/ANNCCHORAGE AT
( ANCHOR PAIR P HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS") ANCHORS ARE REQUIRED,"C6")
FOR SPLICE FOR SPLICED
ASTRAGAL SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR ( CONDITIONS ONLY: -
INTERLOCKCK�IF NEEDED INTERLOCK�i (FOR SPLICE INTERLOCK CONDITION,DO NOT
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION
CENTERLINE CENTERLINE
I I C6"CLUSTER DETAIL) CENTERLINE IF NEEDED
1.75" 3.5" 3.5" PRODUCT REVISED
3.5' 3.5" — 7 ~ Buildinas
IYingewith the Florida
NOA-Ho.CCoodd 16.0629.06
2,04^ it 4"DIAG. 2.04' 4"DIAG.1 2.04" Expiration Date 02M 7/2020
BY
2.04° 5.37"DIAG. LT "DIAG. Mlam a roduct Control
4.08"
4"DIAG. .04°
EXTERIOR EXTERIOR =7W3.5" 3.5 EXTERIOR 7^ _"�t>
4-TRACK FRAME HEADISILL 1c, 4-TRACK FRAME HEAD/SILL 15 4-TRACK FRAME HEADISILL
(7a.ASTRAGAL OR INTERLOCK (.ASTRAGAL OR INTERLOCK (a)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
R..osr
ro70 TECNVo
LoGYDRW ANCHORAGE,EXAMPLE CLUSTERS _
ey. om.: Feadma N.VEN)CE,FL 34715 Rh
Is4r)450fcoa SERIES 770 ALUM.SGD-LM IMPACT
�.wner-ws� o� s.nmpme o1'" �^4 °1"'eµ` A.LYNN MILLER,P.E.JR f0/fmf4 CERT.OFAun+az9z9s 5�y. soo-no NTS 10 a 22 PGT0130 B P.Ex 567os
i
2.04' 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR I 7„ 1.ALL DIMENSIONS SHOWN
?4'DIAL. 8.94° ARE BASED ON MINIMUM
6.12 4"DIAL. 612" 3.5" 3.5' ALLOWED.
INTERIOR 7INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR
INTERIORQUANTITY AND SPACING,
90° 3." 90° 331 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. _ 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
3.5" 4" 3.5"
4' 3.5" ! 3 " 4 EXTERIOR „+1"ANCHOR
2.04" EXTERIOR 2.04" 7" 2.04" EXTERIO 4„ 2.04" 7" 8.94"
EXTERIOR
90"CORNER 90°CORNER 135°CORNER 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,"CB") ANCHORS ARE REQUIRED,"CjD ANCHORS ARE REQUIRED,"C6")
4.08"
^+2"ANCHOR
INTERIOR INTERIOR
EXTERIOR 4.08"
'+I'ANCHOR 2.04"
4RR4 3.5" INTERIOR 7'41" ^ 4"DIAG.
3.5" I
90° 7" 135° I _ CENTERLINE
EXTERIOR f OF PANEL
3 3.5'
•+3"ANCHOR
4. 4.08" 7'
.37" G. .37" AG.
CENTERLINE 2.04"3.5" 4" 3.5" 4 OF PANEL 4"DIAG.
EXTERIOR 7" 4" INTERIOR ON °+2^ANCHOR LL 3.5"
90"CORNER 135°CORNER �jZ oR VIAEWS 7
C63-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/S]
6" LL V15 L�CENTERLINE
(" "ANCHOR CLUSTER REQUIRED ("CANCHOR CLUSTER REQUIRED I OFPANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12' INTERIOR 2.04"
2.04" 6.12" 3.5"
4. EXTERIOR , 5.88" CENTERLINE
INTERIOR OF PANEL PRODUCT REVISED
as aomplyIng with the Florida
INTERIOR 90° 3.5" 135° "+3^ANCHOR Buiiaing Code "
4" 2.04" 1 NOA-No. 16-0629.06
A 7.
Expiration Bate 02117/2020
G 3.5" 4.08" BY
6.12" 4"D A 8.12" MInmT-vPcwFroduc1 Control
7" EXTERIOR
2.04' 3.5" 4" 4"DIAG. 3.5'
7" EXTERIOR 4" CENTERLINE ^ ''-
EXTERIOR 1� ti;C.c•.�:•cf,;9
2.04" I OFPANEL " '
90°CORNER 135°CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT =
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
Rower• m� > oyrpt>< Z<:;� -
c"m: 10707ECHNOLOOY DRIVE ANCHORAGE,EXAMPLE CLUSTERS
VENICE.FL 34175
IV.
Ia4p+6o 1606 SERIES 770 ALUM.SGD-LM IMPACT
eawrmt - A.LYNN MILLER,P.E.
D—ar. as: cornea ate: yn-r SGO.770 NTS 11 d 22 PGTO130 B REA 511705
JR 10/10/14 CERT.OFAUfM 827206
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 4EE ,SHEET 1
2-1/16"' 2-1 N 6"' 116"- NOTES:
EXTERIOR 114" 1/4" 114" 1.ALL DIMENSIONS
a MAX. MAX. MAX. SHOWN ARE BASED
71 a SHIM EXTERIOR
F SHIM EXTERIOR F SHIM ON MIN.ALLOWED.
EMBEDMENT: T I
SUBSTRATES MAY BE
SEE TABLE A, J USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
WOOD ANCHOR TYP., 2X WOOD V400D ANCHOR TYP., METS ANCHOR NP.,
2X WOOD SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD "DIAGONAL O.C.
Aw WOOD INSTALLATION aw WOOD INSTALLATION Ctrl METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE S. THE METAL SUBSTRATE
SHEET 1 1 SHEET 1
/4"MAX.) .,.,; ,.: ;.:,.: ._ -r;.. 1. (1/4"MAX.) T
EXTERIOR EXTERIOR EXTERIOR I EMBEDMENT:SEE
2-1/16"' 2-1/18"" �2-1/16"' TABLE A,SHEET 1
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
TATA4-TRACK
WOOD INSTALLATION e WOOD INSTALLATION wMEAL INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE t
TABLE A,SHEET 1 EDGE DISTANCE:
SEE TABLE A,
EMBEDMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED
TABLE A,SHEET 1 EDGE DISTANCE: SEE ANCHOR as com iyIn with the Florida
NOTE 4,SHEET 1 NDA- 1 ,
Buildln e
2X WOOD EDGE DISTANCE: 2x WOOD L�l O SEE TABLE A, 16-0629.06
TYP.,SEE-ANCHOR SEE TABLE A TYP SEE ANCHOR SHEET 1 Expiration Dat902/17/2020
NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1116"'
SMS ANCHOR NP., By
2-1116„ SEE ANCHOR NOTES Miam roduct Contra
WOOD ANCHOR TYP., r 2-1/161' &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHORTYP., I MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS
O &TABLE A,SHEET 1 EXTERIORMETALD THE `\ aOy(IYmLH Af&
EXTERIOR
114"MAX.SHIM If
EXTERIOR METAL ''•.'P
114"MAX.SHIM —• F►— SUBSTRATE q.. y
1/4"MAX.SHIM Ir =�r: Na•56705 _
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WOOD INSTALLATION Hw WOOD INSTALLATION w METAL INSTALLATION
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EDGE DIS CE:SEE EDGE DI CE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCR E'CONCRET SEE TABLE A, EET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
PER TAB TABLE A,SHE
A,SHE 1 2-1116"' PER TAB E 2-1116"• PER TABLE 7-1/18:•• ON MIN.ALLOWED.
A,SHE 1 A,SHEEP 1 1/4" •DIAGONAL O.C.IS
ERIOR1 •! +' '•• MAX- MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
EMBED ENT: J T 1/44" E RoR EXTERIOR DO&'I'S,SHEETS
SEE TAB MAX. M . G]
SHE T 1 SHIM S IM
PROPE Y SECURED 1X CONCRETE ANCHOR P., P PERLY SECURED 1X CONCRETE CHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD B K TYP.,SEE SEE ANCHOR NOTES WO BUCK TYP.,SEE SEE ANCHO NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NO 3,SHEET 1 TABLE A,SHEET 1 ANCHOR E 3,SHEET 1 TABLE A, EET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HEAD CK FRAME HE 4-TRACK FRAME HEAD
Ac ETEINSTA ON 8c C TION CONCRETE INSTALLATION
CONCRETE ANCHOR OPERLY SECURED 1X GONG TE ANCHOR TYP., PROPERL ECURED iX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHO OTES& WOOD BUCK TYP„SEE E ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES 8 WOOD BUCK TYP.,SEE
TAB A,SHEET 1 AN OR NOTE 3,SHEET 1 TAB ET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCH SEE ANCH SEE ANCHOR
NOTE 5,SH NOT 5, NOTE
1(1/4" AX) SHE T tZ SHEET 9
(114"M .) _' (1/4"MAX.) -
ERI T EXTER R EXTERIOR
CONCRETE j
2-1/16"" 1116"' — 2-1116"' PER TABLE
EDGE DISTANCE: CO CRETE EDGE DISTANCE: C CRETE EDGE DISTANCE: A,SHEET 1
EE TABLE A,SHEET 1 P TABLE E TABLE A,SHEET 1 PE TABLE SEE TABLE A,SHEET 1
E EDMENT:SEE TABLE A,SHEET 1 SHEET 1 EMBED NT:SEE TABLE A.SHEET 1 A. HEET 1 EMBEDMENT:SEE TABLE A SHEET 1
2-TRACK FRAME SIL 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
c CONCRETE IN TION Ec C INSTALLATION Fc CONCRETE INSTALLATION j
EMBEDMENT:SEE
TABLE A,SHEET 1
i
EMB
LE AA,,SHEET
T 1 --I EDGE DISTANCE:
EDGE DISTANCE: PROPERLY SECURED
SEE TABLE A, '-
MBEDMENT:SEE CON ./CMSHEET 1
U ANCHOR I ', SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 PRODUCT REVISED
as complying with the Florida
TABLE A,SHEET 1 —�I P.,SEE ANCHOR SEE ANCHOR NOTE 3, Building code
PRO ERLYSECURED
EDGE DIS NCE: OTES&TABLE A, .__ SHEET 1 NOA-No. 16-0629.06
1X OD BUCK TYP., SEE TABL SHEET 1 2.1/18
SHEET 1 2-1/16"' ExPlratlon Date 02/17/2020
SEE NCHOR NOTE 3, CONC./CMU ANCHOR
SHEET 1 TYR,SEE ANCHOR By
2-1/16"• ROPERLY SECURED NOTES&TABLE A, Miami-D� Pro uct control
CON CMU ANCHOR X WOOD BUCK TYP.,
TYP..SEE ANCHOR E ANCHOR NOTE 3, SHEET 1 CONCRETE
NOT &TABLE A CONCRETE OR CMU i
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EXTEERIOI OR CMU RIOR PERTABLE A,SHEET 1 0Y\C,.1 I.YNiti �j<<r�,
V1/4" SHIM �II-� PER TAB A,SHEET " j
A,SH 1 114"MAX.SHIM h— �� 11
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INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS 'EDGE
EMBEDMENT:SEE TO PREVENT - DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-NOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE
o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
2a ANCHOR NOTES& TABLE A,SHEET 1 FOR
EMBEDMENT: &TABLE A,SHEET 1 ALL APPROVED
SEE TABLE A, 2e (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES.
SHEET1 — I ILLUSTRATION,SHEET 9) 1-114"MIN.EDGE DISTANCE
tzuui DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: 1` SHEETS 6-8 FOR
SEE TABLE A,J."'.' P-HOOK MOUNTING REQUIRED P-HOOK
26 SHEET.1 AND P-HOOK
EXTERIOR ADAPTER CONCJCMU
PHOOK WOOD ANCHOR TYP., :'",'':', •.,' °+"; ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES P-HOOK , ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEE71 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A.SHEET 1 ILLUSTRATION,SHEET 9)
WP-HOOK FOR USE WITH FLAT SILL RISERS - E P-HOOK FOR USE WITH ANY SILL RISER
PARTS#18.#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEEP 1; ADAPTER SMS CMU PER TABLE TABLE A SHEET i � ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE
A,SHEET 1
BEYOND THE METAL ANCHOR NOTES t':::',�.?.�.`..;:'.`..�',,:;;.;'''.r';�`: A,SHEET 1
SUBSTRATE 23 &TABLE A,SHEET 1 EMBEDMENT: I (ALSO SEE TYP.
(ALSO SEE TYP. ILLUSTRATION,SHEET 9)
SEE TABLE A, 4;�.7;.,:-;,.::';-::;:.j�.:•. , ,•''.
ILLUSTRATION,
EMBEDMENT: SHEET9) SHEETI
SEE TABLE A, EDGE DISTANCE:SEE .q
SHEET 1 TABLE A,SHEET 1 ?';:'•., 1-1/4"MIN.EDGE DISTANCE
30 3t) . PRODUCT REVISED
as comp)yIng with the Florida
P-HOOK SMS ANCHOR TYP., Building Code
EXTERIOR P-HOOK CONC./CMU Nou-No. 76.0629.06
SEE ANCHOR NOTES n EXTERIOR
&TABLE A.SHEET 1 V ANCHOR TYP.,SEE �L Expiration Data 02/17!2020
ALSO SEE TYP. ANCHOR NOTES&TABLE V ,
( 2.693"MIN. A,SHEET 1 B
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. 2.693"MIN. Miam' roduet control
EDGE DISTANCE
ILLUSTRATION,SHEET 9)
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Kw PARTS#19,#21.#23 OR#26, Kc PARTS#19.#21,#23 OR#26, 0��!
EXTERIOR EXTERIOR ........
METAL INSTALLATION CONCRETE INSTALLATION ;'ti� •y F�
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ONLY ONLY
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��,M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
-al—INSTALLATION DETAILS'Gw'&'Gd,SHEETS 12&13
13 HEADER DETAIL W,SHEET 18; M
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SHEETS 12&13 90°
EXTE IOR INTERIOR
PANEL PANEL PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL INTERLOCK DETAIL
R' 'L' 'D' A TYPE TYPE TYPE TYPE M',SHEET 19
MAX. A CS' 'US' MAX.
SIDE CORNER
NOM. / / UNIT / UNIT DETAIL TN1-,SHEET 19&
/ HEIGHT HEIGHT
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/
WIDTH TYP. PER 'D',SHEET PANEL / PER
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SHEETS 12
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SEE FRAME& MAX.UNIT WIDTH MAX.UNIT WIDTH 1�
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CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
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18;INSTALLATION DETAILS
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�— MAX.UNIT WIDTH MAX.UNIT WIDTH
i,
PANEL PANEL PANEL PANEL
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TYPE TYPE TYPE TYPE i TYPE TYPE TYPE TYPE PRODUCT REVISED
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/
WIDTH TYP. ��r-Q I / / WIDTH TYP. / PER
PER TABLES MAX./ /SEE PER / U SEE MAX. PER TABLES 13y
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1-3 DLO NOTE 2, I� I OTE 2,
HEIGHT SHEET 15 i SHEET 15 HEIGHT
o x x x I x x x o
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EXAMPLE:OXXXID SILL DETAIL"E'SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;
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INTERLOCK INTERLOCK STILE W!HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEFVER 90 RECEIVER RECEIVER 36 RECEIVER 36 RECEIVER
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BOX w /v LEFT Q'IMERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
LLI WJR.DLE 1aoXra) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
J EXTERIOR
�-- ASTRAGAL � T u STILE STILE AND ARE NOT AVAILABLE.
� BOX OUT DoT r U 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
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LL' EXT CORNER SILL RISERS OPTIONS 232
Z 90 LOCKSTILE— QT QS
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�'• EM CORNER#61 232` M-1
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90 RECEIVER CT �js .062° 3.305'
W!HANDLE #118 2.655'
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#11a SILL RISER,FLAT SILL RISER,FLAT Buildin g Ing the Florida
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1 Ii FECEIVER#61 V- VS VF �+-- •750' EXTERIOR EXTERIOR By
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106 FULL PANEL JAMB LENGTH
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LOCK PART 17
FULL LENGTH 14 7s a 107.11
14 106 OF JAMB 5 E 60 OR 61 5
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5 FIXED PANEL TO I I EXTERIOR 103 75&K P7-110 103 FOR FIXED so OR 61
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60 OR 61 THE EXTERIOR) 59 THE EXTERIOR) THE INTERIOR)
EXTERIOR EXTERIOR
2
112 1 t
3 4
45 5 113 5 113 5
52 51 EXTERIOR-j59 EXTERIOR 69
EXTERIOR 53 a
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K W/SCREEN e
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TRACK TABLES 1-3
PRODUCT REVISED
as complying with the Florida
AEXTFEF?JR
69 69 69 Building Code
EXTERIOR EXTERIOR OA-No. 16-0629.06
72 OR 73 /� 72 OR 73 72 OR 7Expiration Oate 0 211 7/2 0 2 0 11 113 g 10 By j
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0 6 5 5 5 -toil'illi :::f •'•.'��':'��`i
2-TRACK W/SCREEN 3-TRACK 4-TRACK
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ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
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7
28 2B 30 11 113
63 68
27 26 27 103 62 111 63 60 OR 61
60 OR 61 60 OR 61
65
29 14
29 120
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STILE)SHOWN,ITEM#60 �
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR
WU,'�EX�TERIOR61
CK PART
8 107-110 '
i
4 INTERIOR
5 INTERIOR135° 5PRODUCT REVISED
as complying with the Florida
Building CodeNOA-tto. 16-0629.06
Expiration Date 02/17/20201171461 32
LOCK PART 91 103 61 �1,EXTERIOR 7 7s s 107-110 v 14
0 2-TRACK SHOWN
135°OUTSIDE CORNER
01 2-TRACK SHOWN `
1o7aTEc�+NOLoaYnRlvETff.,
HORIZONTAL SECTION DETAILS,CORNERS ;" :•' '
�� :• 1
1 VENICE,FL 34Y75
r+m w- w�: (941>-M04600 SERIES 770 ALUM.SGD-LM IMPACT
se..var: em•: wallo �`" A.LYNN MILLER,P.E. !
CERI:OFAUTN.p2Bz98 SG6770 NTS 99 -22 PGT0130 B P.E.#58705
2
JR 1D/f0/14
t
1
Item wG# PGT# Description Item Dwg PGT# , Description 1 ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD 60 1 17325 517325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 61 1 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99,
3 17369 617309 3-TRACK HEAD 62 1 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(NSDE INTERLOCK) NOT PART OF THIS APPROVAL
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
6 17317 617317 FRAME HEADIAMB ADD-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 17304 617304 2-TRACK SOL 67 17329 617329 ASTRAGAL MIN.#10 SMS 4'3/16"MASONRY
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ Z4'MAX.O.C.
9 17307 617307 3-TRACK SLL 69 17324 617324 TOP 8 BOTTOM RAO.
10 17310 617310 4 TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSDN(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1895 71695 1-1/2"X 1"X314"HIGH FN SEAL DUST PLUGS
12 17315 617315 FRAME SILLSCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74. SILICONE DOW-899,DOW-995 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAL 75 8185 78105X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
16 17308 617308 3-TRACK JAMB 76 7103=FPFX 41032 X V FL.SS SCREW W/TYPE"F'TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT
1B 17322 617322 SILL RISER-FLAT,FLUSH,1412" 79 17357 617357 1"IG BEAD
19 17319 817319 SILL RISER-BOX FLUSH,1-112•' 80 17359 617359 7116"BEAD/FDO=D PANEL CLP
20 17321 617321 SBL RISER-FLAT,LOW,2-1/2" 81 17360 617360 9116"BEAD '
21 17310 617310 SILL RISER-6014 LOW,2-112" 82 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 83 61745 1745 LOWE INC,V2 X 1116"SGL SIDE ADH.TAPE,POLYETH.
- 23 77354 817354 SILL RISER-BOX MEDIUM,3-114' 100 8052 48052 ROLLER AOJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 72087 AMB BUMPER
25 77320 617320 SILL RISER-BOX HIGH,4" 102 1696 71695 DUST PLUG
26 17333 817333 POCKETPf700K 103 8186 78186X 1"KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P4100K 104 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET PITOOK MOUNT 105 17344 617344 FRED PANEL CLIP-6"LONG
29 17335 617335 -HOOK
COVER 106 17352 617352 FRED PANEL RETAINER-916"
30 17348 617348 POCKET P-HOOK FOR BOXRISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
31 17378 617378 1135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
32 1 17376 1 617376 1135 FRED MOUNT 709 1731 78IMN HANDLE KIr-RECESSED INTERIOR WITH THUMB TURN
ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSFID EXTERIOR PULL
40 4319 612258 SCREEN SDE RAIL-LOCKSTILE 117 710X34PPSDAX 910 X314-PH.PN.TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67518 WSTP,.27OX.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .IB7X.230"FNSEAL
43 8752 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 910 X 1-112"
44 4428 64428 SCREEN DOUBLE NTERLOCK 115 710)PPT 910 X V PRODUCT REVISED
as complying with the Florida
45 4317 612256 SCREEN TOP RAIL 116 72GXlX 914-20X V S.S. Building Coda
46 4318 612257 SCREEN BOTTOM RAL 117 720YJ 12X 914-20 X 1-1/2'S.S. NOA-No. 16.0629.06
47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER Expiration Date 02/17/2020
48 668 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
By
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL Wh
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 817352 FDFD PANEL RETAINER,718' Miami- a[ roduet Control i
51 1692 61692 SCREEN SPLINE-.165'
62 1694 61694 SCREEN SPLINE-.15T
53 61616020 SCREEN CLOTH _
54 1725 112••X4"X 1118"SET.BLOCK,NEOPRENE 65-1-5
-,
55 1726 11"X4'X1116'SET.BLOCK,NEOPRENE 85-AS
. o
1p7o rECHNOLoo1 oi711� PARTS LIST
ey, omr xe.roear N.V17JICE FL 31276 me - .. ; )
(ar7}Iso-tsoo SERIES 770 ALUM.SGD-LM IMPACT I.LE ,. #
Z"'EE
Oiht^[` BA LYNN MILLER,P.EJR cERr p glnH,paeal6 ® 6Go 77o NTS 20 d 22 PGT0130 B P.E.Y 58705
I
E
5.069" 8.562" �j 1.36" 1.36"
0.080'
1.872"
1.211" 1.505"
1 0.081"T1 ---t 1.019"
_L 0.062" -
0.081" J 0.081"
102-TRACK HEAD 10 4-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) 4D STILE
6.198" (6063-T6 AL)
6.198" � 6.526" 5.069"
0.080"
-� 1.045"
1 Zi 1"
1.5 5
0.062-
0.081" O2-TRACK HEAD Wl SCREEN TRACK O9 3-TRACK SILL LAP
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB a5 SCREEN
(6063-T6 AL) TOP RAIL
(6063-T6 AL)
7.105" 2-TRACK JAMB W/
' 6.221" 15 SCREEN TRACK
0.080° (6063-T6 AL) 1.36"
TF-m -t1.211"
1.505" tom- 0.875"
7.36" �+
1.993"
0.081" O 3-TRACK HEAD O6 2-TRACK SILL Wl SCREEN TRACK 0.062"
(6053-T6 AL) (6063-T6 AL) 0.081" SCREEN
BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" 0.081"
0.080"
,f 211" 1.505" 7.105"
t 9.141"
0.081" �q 4-TRACK HEAD O2-TRACK SILL
(6063-T6 AL) (6063-T6 AL) PRODUCT REVISED
as eomplyPng with the Florida
Building Code
-.OA-No. 16-0629.060.060"
16-0629.06
0.060"
' IF Expiration Date 02/17/2020
1.514" LI
By
O.D62"
0.532"
0.760" Miami- ede duct control
1.260"
y 0.060" 1.516" 1.990"
COFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN - FRAME SILL SCREEN
ADD-ON 12 ADD-0N 1s END ADD-ON 16 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS
OR 3116"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX O.C. (6063-T6 AL) 6 g(b
"a.mey: gym: a" .,g ws+pm:
x.13_'.,
wvaae3r oaro: nawmns IONlTEOHNOLOGYORNE EXTRUSIONS _ -
N.V[:7JICE FL 34175
/ally 48o r600 SERIES 770 ALUM.SGD-LM IMPACT
ora"n e7 aro. Ghm:"ae Dave a "+� A.LYNN MILLER,P.E.
JR 10/10/74 CERT.OFAU7H.929298 SGO-770 /�T.S 21 d 22 PGT0130 B P.E.#58705 i
I,
0.718" 00 f83
2.304" � 0.752° �
�3.802"
63"
0.062" 0.062" 0.796' 0233J 1.1�3.802"
0.264" J .080 0.574" 0.075" 6 +{I�
0.88
5"
OTCCOVER 77 SILLTRAzs P-HOOK 28 TE APTOR OUNTING 2s COVER SCREW 0.080" ao P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 760-69:T-6-AL) (6063-T6 AL) (6063-T6 AL)
4..
.155" 4
92.44"
0" 1.488" 1.739"
0.080
0.062 0.133' 0.062" 1.303"
1.600 1.600
080" 1.870" 1.888"
.016" 0.325'
3,125" 3.125" 0.062"
INTERLOCK INTERLOCK
37 135°CORNER 32 135°FIXED MOUNT 6o STANDARD STILE st HEAVY DUTY STILE pz ss
(6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6053-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979"
3.979"
I+-- 4.125"
0.075" 1.050" 1.050" Jit-_JIB
1.050"
tEJ
rLL--- 062J. 1.645" 1,304^0075" .645"
.289" ,611" .485'
1 .045"4 `�_.1{
F-- 3.25" _� .045" --:4- .045" �---
0.125"" � 0.281"
s7 STANDARD ASTRAGAL se HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL 79 GLAZING 80 76/1166DGFLAZINDG 8t 96/1166DGLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL)
1.003" 1.03"
4" 5.621" PRODUCT REVISED
as 0.757" NDA-glCode 16 with he Florida
L 0.080 16-0629.06
0.050" NDA-No. i
OFIXED Expiration Date 02/17/2020
105- 0.709" 2.893" 0.133"
PANEL CLIP �Jj
ET
1,498" By
(6063-T6 AL) 1.498"
0.080" Miami-0a roduct central �
550" -�+0.863 F�-
FIXED PANEL 5.621" 4"
0.709" 123 ' ..,.�
ORETAINER,7/8" 120 90°INSIDE CORNER ASTRAGAL
0.080" �II�-� (6063-T6 AL) ~- 2'826" tts 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
FIXED PANEL tta EL 90°CORNER RECEIVER (6063-T6 AL)
108 RETAINER,9/16" (6063-TEAL)
(6063-T6 AL)
..14
.;,.
n R to7o7ECRNaoaYDmvE EXTRUSIONS
N.VENICQ FL 34275 r�
�. o Is47}4ep 7eoo SERIES 770 ALUM.SGD-LM IMPACT
sds mw.e ��'°• A°" A.LYNN MILLER,P.E.
-JR 70/10/74 �tr CERT OFAUT3L 1729'136 ® .1..770 NTS 22 °'12 PGT0130 B P.E.#58705
i