HomeMy WebLinkAboutRevisions OFFICE USE ONLY: (}rrll �(
DATE FILED: 1.) 19, PERMIT# l %V 0�C�
REVISION FEE: `�`1��° RECEIPT#
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PLANNING &DEVELOPMENT SERVICES' RECEIVED
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE JUL 0 2 2019
FORT PIERCE,FL 34982-5652
(772)462-1553 5T. Lucie County, Permitting
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
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ADDRESS:
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DETAILED DESCRIPTION OF PROJECT
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REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO iCERT.#:
BUSINESS NAME: G
QUALIFIERS NAME: nil Clh aeA --1 W L.
ADDRESS: �.
CITY: STATE: ZIP:
PHONE(DAYTIME): - (7 F �-
OWNER/BUILDER INFORMATION:
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NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
SLCCC. 9/23/09
Revised 06/30/17 REVISION
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RECEIVED
JUL 0 2 2019
ST. Lucie County, Permitting
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APPDX IlVT PACT PROTE .TION
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NO SIZE DESIGNATION TYPE IMPACT NEW * REMARKS
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Florida Building Code Online 1 Page 1 of 3
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Product Approval Menu>Product or Application Search>CZy
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FL# �.
�Y ST. Lucie County, Permitting
"+ Application Type r
Code Version I
Application Status
BPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
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Comments
Archived
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Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 3427
xt 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski i.
jrosowski@pgtindustries.com
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Technical Representative Lynn Miller,P.E, yZ
Address/Phone/Email 1070mice, nL 3 COPY N Venice,FL 34 5 I
(941)486-010 Ext 2
Imiller@pgtindustries.com
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Quality Assurance Representative �.
Address/Phone/Email
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Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
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Compliance Method Certification Mark or L'
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
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Equivalence of Product Standards
Certified By
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
Summary of Products
FL# Model,Number or Name Description
251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door I
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(NOA)for FL251 R31 II 17042009.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 ISGD-670HP(Non-Impact) Aluminum Sliding Glass Door '
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042010.adf
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 R31 IT 17042010.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:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 19-0130.02.odf
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 ounty Notice of ptance(NOA)for FL251 R31 II 19-0130.02.odf�
product performanceInformal'° , c for tails, d anchor type, Verified By:Miami-Dade BCCO,-CER
size,and spacing info r at oT n. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 4 ISGD-770(Large Missil mpact) WinGuard Aluminum Sliding Glass Door
Limits of Us Certifi geort'- nf�cy CBTti to
Approved f r use in HVHZ:Yes 1 R31 C CAC 17042012!
Approved fdqr use outside HVHZ:Yes quality Assurance Contract E it 'on Date
Impact Resl ant:Yes 02/12/2020
Design Pressu :N/A Installation Instructions I
Other:Please see i - a e County Notice of Acceptance(NOA) r FL251 R31 I1 17042012.odf i
product performance Information,anchorage details,and anchor type Verified By:Miami-Dade BCCO CER
size,and spacing information. Created by Independent Thir arty: ,
luation Reports
Crea Third Party:
251.5 jiSGD-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 17042013.0
Approved
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 R31 II 17042013.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by IndependentThirdiParty:
Evaluation Reports
Created by Independent Third;Party:
251.6 JSGD-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(NOA)for FL251 R31 II 17042014.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:
251.7 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
Approved for use outside HVHZ:Yes Quality Assurance Contract�Expiration Date
Impact Resistant:Yes 08/02/2022
Design Pressure:N/A Installation Instructions j
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R31 II 17042004.0df'
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:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door I
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(NOA)for FL251 R31 II 19-0219.11.13df
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-5470(Non-Impact) Vinyl Sliding Glass Door I
Limits of Use Certification,Agency Certificate
Approved for use In HVHZ:Yes FL251 R31 C CAC 17042007.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 7/1/2019
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 R31 II 17042007.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO i CER
size,and spacing information. Created by Independent Third Party:
• Evaluation Reports
Created by Independent Third Party:
251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door i
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC-17042006.odf
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 FL251 R31 II 17042006.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:
i
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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
I
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:
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LRECEIVEDMIAMI•DADE 2 NIS MIAMI-DADECOUNTY
ty,Permitti DUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC R) I 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.aov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275 FILE COPY
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 acce Lance, if it is determined by Miami Dade County Product Control
Section that this produc#or er' ars m t the requirements of the applicable building code.
This product is approved escribed herein, nd has been designed to comply with the Florida Building
Code, including the High elocity Hurricane Z ne.-
DESCRIPTION: Series "S num Sliding Glass Door w/900& 135°corners—L.M.I.
APPROVAL DOCUMENT: 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 Iby manufacturer, signed and
sealed by Anthony Lynn Miller earing the i-Dade County Product,'Control Revision stamp with
the Notice of Acceptance tuber and expiration date by the i- ode County duct Control Section.
MISSILE IMPACT TING:Large and Small Mi Bile Impact Resistant;
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LABELING: Each unit sha r a permanent label witlt the manufacturers a or logo, city, state,
model/series, and following statement: ra n rol 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. j
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.
MIAMI DADS COUNTY NOA No. 17-0420.12
Expiration Date: February 17,2020
l 91it Appr vat 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. PGTO130, titled "Series 770 Alum. SGD 1— 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,PLE.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970�and FTL-8968, dated
02/15/16,06/17/16 and 06/20/16, all signed& sealed by Idalmis Ortega,P.E.
(Submitted under NDA 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,ITAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram ofian 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. 14-0.X23.10)
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. 11
4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test,per TAS 201L94
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 FTLI 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
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• PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FL-7897(Cardinal spacer),
per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NDA No. I5-0430.08)
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C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014)and FBC-6`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
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D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
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E. MATERIAL CERTIFICATIONS
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1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6" 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° &135° corners- L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
I
Jorge M.Plasencia,P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-2
SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:
s Anchor Frame Min.EdMln.O.C, Min.
INCLUDING POCKETS &900/1350 CORNERS Group Anchor Type Member Substrate Distance Distance Embedment s
Metal Thickness
g12 18-8 SMS, Southern Pine(SG=0.55) 9116" 718• 1-318'
GENERAL NOTES (Fy=60 ksi,Fe=95 kei)- 6063.75 Aluminum 318" 9116' 0.090'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. gig 410 S8 SMS, All A36 Steel 3/6" 9116' 0X50'
2)DESIGN PRESSURES: A (Fy=90 ksi,F4=110 ksq Gr.33 Steel Stud 318" 9116' 0.045•(18 Ga)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. All Concrete min.2,22 kat 1-U2" 3" 1-318"
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. 114°Elco Aggre-Gelor@ Jamb/P-hook Filled Block ASTM C90 2" 3" 2"
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=57 ksl,Fs=98 ksl Jamb!P-hook Hollow Block STM C90 2" 3" 1-114"
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Pine SG=0.55 1" 1' 1-31W_
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 412 Steel SMS(Gr.5) Southern Pine(SG=0.55) 9116• 718" 1-3115"
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.of threads beyond All 6083-T5 Aluminum 318" 9118' 0.090"
CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) A36 Steel 318" 9116' 0.050"
Gr.33 Steel Stud 318° 9118' 0.045 18 Ga
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Elco UltraCanO All Concrete(min.2.85 kel) 1^ 4• 1-318'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 kel,Fe=177 ksi Jamb/P hook Hollow Block(ASTM C90) 1" 6' 1-114•
NARROW JOINT SEALANT. All concrete(min 2.85 Rai) 2.1/2' 4" 1.3 6
6 REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSIIAF&PA NDS FOR 114°Elco UIIreCot 4D
) F= 77 ksi Jamb!P-hook Filled Block(ASTM CBO 2.112" 4° 1-314"
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Jamb/P-hook Hollow Block ASTM C902.1/2° 6° 1-V4'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THEo' Head/Sill Concrete min.3.35 ksl 1^ 4' 1-314•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE,HIGH VELOCITY HURRICANE ZONE(HVHZ). (1,14"410 S5 Elco CreleFlexe b/P-hook concrete min.3.35 ksq I 1-W4"
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fr=127.4 ksi,F„=189.7 ksl b/P-hock Hollow Block ASTM C90 2-112 6" 1-114°
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Southern Pine G=0,55 t^ 1' 1=310*
9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBST ONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
FTL-6024,FTL-6025,FTL-6028,FTL•6031,FTL 8033,FTL-6038 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY-33 KSI.
4)FILLED BLOCK VALUES MAYALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
TABLE B,SEE DETAILS ON SHEETS 4&5 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SOTHAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE,
Glass Description(Listed from Ex"arto Interior) ANCHOR NOTES
P.
43 7116" d:(2)Liles of 3110 HS Glass Wth.090'PVB Intorlayer 1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY
G3A 9116-Laminaled:(2)Liles of i/4•Hs Glass with.090•PVB Interlayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
G4 7/16'Laminated:(2)Liles 03115'HS Glass with.090'SO Intedayer DISTANCE AND SUBSTRATE REQUIREMENTS.
G4A 9116'Laminated:(2)Wes of 114'HS Glase wllh.o90•SO Intedayer
G5 1"Laminated I.G.:3116"TExtedar Cap+318"Airspace+7/165 Laminated;( Utes of 3/16"HS Glass with.090"PVB Irdedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
GSA 1"Leminaled LG.:114"T Exterior cap+5116"AlrSpace+7MV Lsminaled;(2)Litas of3rlG'HS Glass wkh.090'PVB bdenayer PRODUCT REVISED
G6 1"Lemkraled I.G.:3116'T Exledar Cap+318"AVSpace+7116'Laminated;(2)Liles of 3'tE HS Glass with.090'SG Intedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK. as complying with the Florida
PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code
GSA T'laminated I.O.:114"T Exterior Cup+5/16"AlrSpaoo+7116•Laminated;(2)Liles of3llS'HS Glass WM.090•SG Interlayer INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS NOA-No. 17.0420.12
G7 7116•Laminated:(2)Liles of 311E ANN Class wth.090'SG Intodayor
G7A 9116"Laminated:(2)Lkeo of 114`ANN Glass with.090'SG Intedayer DEPICTED USED)2X ARE E DE THICK OR GREATER.1X AND F BUCKS Expiration Dato 02117!2020
G8 1"Laminated LG.:3/10"TExteder Cap+318"Air Space+7fW Laminated;(2)Utes of 3/16"ANN Glass with.090°SG Intedayer LOADSWHEN TH SHALL STRUCTURE.
RE.BUCK
DESIGTO N
INS TRANSFER By
GSA 1^Leminated LG.:114"TExlodor Cap+511E Airspace+7116'Larninated;(2)Liles of3116"ANN Glass wilh.090•SG Interlayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS Miami- a Product Control
•ANN"=ANNEALED THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
'HS"=HEAT STRENGTHENED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
'r-TEMPERED GENERAL NOTES.............1
'pvB"o.090'TROSIFOLO pvB BY KuRARAY AMERICA,INC. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
"SG'=.090"SENTRYGLAS®BY 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.
-- _
--------- - _ _ __ ___ __ _
DESIGN PRESSURE RATING IMPACT RATING
DESIGN PRESSURES.......6-8 -- ----- _- - - —
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS —------ — --- —
SEE TABLES 1,2 8 3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 1 111 1.11/
SHEETS 6,7&8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................ILS15,16 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
PANEL/SILL TYPES.........17 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY \�.�)�pNY•LYNq/��.,�
CODES/STANDARDS USED: CROSS SECTIONS............1B,19 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF
•zo17 FLORIDA BUILDING CODE FBC),6TH EDITION PARTS LIST.......................20 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED '* NO.58705
•2014 FLORIDA BUILDING CODE FBC),5TH EDITION EXTRUSIONS....................21,22
•ASTM Et3oo 09 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED _
:ASTM
NDS-2015 FORWOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. TE��F :�4�`
•ALUMINUM OESfGN MANUAL,AOM-2015 �o
ASIS100-12 10T07ECRN0LOGYDRIW rmWa
•AISC 360-70 N.M41)46;FL 34276GENERAL NOTES AND MAP %, s'•. <GRiol�,,••G�e,��
(8/1)4641600 ya„ i •••..•
4,. ae warla�r: CERr.OFAUTH#28ze6 SERIES 770 ALUM.SGD-LM IMPACT
JR 01AD h7 C UPDATED TO RIC 2017,REVISED TABLES 1,2 3&A oo-mawr-7 — — __T__
— A.LYNN MILLER,P.E.
1—W. — wro: Psraawstnraawa. Rg=
SGD-770 NTS 1 a 22 PIST0130 C P.E.#58705
JR 10/10/14 Ala msxrs8saelvro
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.LINT WIDTH LOCATIONS USING DETAIL"Jw-,"Je.'KW'OR-Ke INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXX)(p.O)(XX IN POCKET CONFIGURATION
PER TABLES 13 3 PER TABLES 1-3 y CAN BE OXXXp.
2)90-&135*CORNER CONFIGURATIONS CAN BE A COMBINATION
:5 OF ANY 2 STRAIGHT CONFIGURATIONS.
2 mJe 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
MAX MAX.UNIT I /1 1
HEIGHT 1 to
HE
i HEIGHT
PER TABLES 13 i� EPER TABLES 1-3 'X-=OPERABLE PANEL,
"O"=INOPERABLE PANEL,
POCKET i p POCKET
f—DETAIL LETTER
"w.
WOOD OR METAL INSTALLATION
I.PANEL r 2-PANEL "c'-CONCRETE INSTALLATION
CONFIGURATIONS 13 CONFIGURATION SHEET NUMBER
i—MAX.UN IT WIDTH AX UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH'r
NOM.PANEL WIDTH n a Sc NOM.PANEL WID 0
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 PER TABLES 1-3 1' Riu,I'Li 30 1 lu PANEL HEIGHT DOOR UNIT HEIGHT-1.866'
19 9 31�J. I y319
MAX UNIT
19 MAX. 14 1
HEIGHT
19
HEIGHT t
PE
PER TABLES 1-3 TABLES 1-3 x
POCKEr OCKEr
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS PRODUCT REVISED
as complying
with the Florida
ISu0dl.q Cado
NOA-No. 17-0420.12
MAX.UNIT WIDTH MAX.UNIT WIDTH Expiration 13ate 0211712020
NOM,PANEL WIDTH c NOM.PANEL WIDTH /_Qv—Aq'x
P _ ----I1 13 I
PER TABLES 1-3 r PER TABLES 1-3 . 0
1 3
Io MAX.UNIT
,3
SEE
9 43
SEE
-UNIT HEIGHT
MAX. 9 PER- 2.THIS
HEIGHT 9 j
SHEET._'
PER TABLES 1-3 TABLES 1-3
POCKET
CKET EXTERIOR
OO-T
0
yp
R_H�WN,
No.587o!j
5-PANEL CONFIGURATIONS 0 C W
12 3 CORNER TYP.
(OUTSIDE CORN RSHOW
0
.
. 4-Z
INSIDE CORNER SIMILAR) S,W�
1070 TrCWOLOGYDRWS
A VMVICF,FL 3W6
EXAMPLE CONFIGURATIONS
J941)480-1600 10A/ v�
ar AL
J'AOVf7 I''C NO CHANGES THIS SHEET. CERT.OJ�AM.#29M SERIES 770 ALUM.SGD-LM IMPACT,
JR coarwarrQmfy 1"myop,t Iw A.LYNN MILLER P.
Rxr—m—k— 500-77 PGT0130 C E.
JR 10110/14 .u+.xroxrrr�astv[a
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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
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL°Jw","Je,"Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTHAj 2 13 1 3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1.3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
/m dh1_ lTr Jw J
t9 s 1s 9 i 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
°
s w o[u OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT 1 Ic 9 np
i / 1 i? o
HEIGHT, 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120" a�
�o�' "X'-OPERABLE PANEL,
POCKET i a b °O"=INOPERABLE PANEL,
_per___ I °p°=POCKET
6-PANEL CONFIGURATIONS
3 t 12 DETAIL LETTER
MAX.UNIT WIDTH 'u/'=WOOD OR METAL INSTALLATION
W"c°=CONCRETE INSTALLATION
NOM.PANEL WIDTH w SHEET NUMBER
PER TABLES 1-3 t 13 12 13 1z 3
J Jc DLO WIDTH=NOM.PANEL WIDTH-7"
3 1e t9 9 s is 1 1 1 DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX.UNIT z 13 to 79 1s- is is t 1` PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
HEIGHT 12 13 9 19 9 t I'F
Ul
PER TABLES 1-3 o
CL
/ POCKET y
-1 r--_11
7-PANEL CONFIGURATIONS o PRODUCT REVISED
1 1 13 1 13 g comPlyin9 with the Florida
Bulldln9 Code
NOA-No. 17.0420.12
MAX.UNIT WIDTH Expimtlon Dato02M7/2020
l
a
NOM.PANEL WIDTH Ac Bc Cc Mm-Ila roduct contro
1 1 1 3
PER TABLES 1-3
1 13 1 19 18UNQl
�1 139 1s 19 19 9 &qMAX.UNIT a CiHEIGHT-- t 1 - -- - --- 19-- --1s-- - -___t9_ iscyti -PER TABLES 1-3 gs— - — --- 2�.h '�`8-PANEL CONFIGURATIONS cNo.56705
3
c� . o tea; I
1070 TECHCE FJ.3 75 EXAMPLE CONFIGURATIONS ' 5+ '•:`?�alo,P,.••'
N.yENtCI;FL 51275 i
19st/45o-1500 „k �''zis�CNAL BNG``�
awler: o"w CERT.OFAUTH.p2W96 SERIES 770 ALUM.SGD-LM IMPACT t 11111110,
JR 04/95717 C NO CHANGES THIS SHEET, CopyRimr— eneww,e cmr.• n..1
ar w% rz ® d 22 PG7D130 C A.
L REIP 5 p'P.E.
JR 10710//4 SGD-770 Rf7$ 3
GLAZING DETAILS(G6, GISA, G7, G7A, G8& G8A)
1"NOM. 7/16"NOM. 1"NOM.
3116"HS GLASS- 3116"ANN GLASS--\ 3/16"ANN GLASS
'09W SG_ .090.SG
3/16"HS GLASS- .090"SG 3/16"At%;N GLASS
74 3/116ANNI G
318"AIR SPACE— 74 318.--PACE
3/16"T GLASS — AIR SPACE 74
83 /1/8 82 3116"T GLASS U
3/4"NOM. EXTERIOR 3W NOM. 83
124-127 GLASS 124-127 314"NOM.
GLASS GLASS
EXTERIOR BITE SITE EXTERIOR SITE
79
55 64
1"LAMINATED I.G.GL&Sq,_TYPE G6 7/16"LAMINATED GLASS,TYPE G7 I"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 91161,NOM. 1"NOM.
3116"HS GLASS-
.090-SG— 1/4"ANN GLASS WIT ANN GLASS
3116"HS GLASS- 7090'SG—
.0901,SG
5116"AIRSPACE— IWANN G � 74 3116"ANN GLASS-
114"T GLASS 74 LASS 6116.AIR SPACE— 74
83 82 1/4"T GLASS PRODUCT REVISED
S
GLASS
HS
"ANN GLASS
_ L '9S
No*SG
6"ANN G A 9
L S'
SPACE
/a I SPACE
3!'�A�R 8 A E 74 - R, A E
T GLASS 3.T GLASS
�NOM_
BITE OR
'O"SG
H GLASS
E
S SPACE AIR AO
4 1 GLASS
ing with the Florida
83 as.=Icy do
124-127
314"NOM. EXTERIOR 3/4 NOM. NOA-No. 0 17-0420.12
GLASS GLASS 124-127 314"NOM. —
BITE BITE GLASS Expiration Date 02117/2020
EXTERIOR BITE 13Y
M15
61
EXTERIOR aP product Contro
1�3 79
54
55
---I"-LAMINATECFrGGLASS,—T-YPE G6A - 9/16°LAMINATED GLASS,T_YPE_G7A___
-X'LAMINATED I.G.GLASS,TYPE G8A
IV
�GLAZING NOTES: No.58705
"ANN"=ANNEALED I *= I
"H$'=HEAT STRENGTHENED
"T"=TEMPERED SEE SHEET 15 FOR SPACER DETAILS.
"PVB"=.090"TROSIFOC PVB BY KURARAY AMERICA,INC.
1070 7=01NOLOGYDRI 4(f
VENWICL.,Fal
'S&'=.090'SENTRYGLOBY KURARAY AMERICA,INC. N.
(941)480-1600 GWING DETAILS ORIDN
1 ...7 AfO CHANCES THIS SHEEK
— CERT OFAM#29M SERIES 770 ALUM.SGD-LMIMPACT
aor IN—, ]
—7cormroxroamr
-,JR 1011 N4 SOD-770 NTS 5 22 A.LYNN MILLER,P.F.
TABLE 1: TABLE 1A: "
Design Pressure(DP)and Anchor Quantities Required, Maximum DP Wall sixes: Sill Height to Max.(+)DP
(for all approved configurations on Sheets 2&3) '+60 1-60 psf (Water Infiltratlan Rating)
For comer aslragel anchorage on 90'or 135'toner units,see sheet 11 (May he limited by Table 1A) Sill Riser Height (4)Design
Door tfih Height (Flat or Box,see
Table applies to Glass Types 3, 80° Bq" ea" Sheet 17) Pressure,psf
3A,5,5A,7,7A,8&&A and 69- O 73-7/e"DLO 7fl•7l8"DLO 85.718°DLO Flush-1-112" see note 3
the StllelAstmgal Types shown -2-1l2" +48.67
below. Anchor Group Anchor Group Anchor Group Anchor Group M LawLowm•3.1/4" +600
A B C D A B C D A B C D A e C D High-4"
H Sill C4+1 C4+1 C4+1 Cd+1 C4+1 + C4+ C4+ +1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i SEE NOTES 1-3
24" OLO Jamb a 8 a 8 8 8 8 8 8 8 8 8 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+B 7+6 T+8 7+8 7+8 7+8 7+8 7+B
HeadtSHi 04+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+S C4+1 C4+1
c 30" Jamb B B 8 8 a 5 8 8 8 8 B 8
DLO P-hook 6+7 a+7 +7 6+ +8 7+8 7+8 7+8 7+8 7+8 7+5 7+8 7+8 7+8 7+8 7+8
HeadlSil C4+1 C4+1 C4+1 C4+104;1, C1+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1
36" DLO Jamb 8 a 8 8 8 8 a 8 8 8 8 a a 8 8 8
a. P-ho 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 OH LENGTH �—
Headt Ill C4+1 C4+1 C4+1 C4+1 C1+1 04+1 C4+1 C4+1 C4+1 C4+.1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 r
42" DLO Ja a B 8 8 8 8 6 8 B B 8 8 6 a 8 x
P-twok 7+8 7+b 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 i
Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 / ,wy Qi OH RATIO z 1
F48-
FOR
D4LO Jamb 8 8 B a 8 8 a 8 8 a 8 8 to• 8 a 8 V x p
P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+a 7+8 b EXAMPLE ON USING TABLE,SEE SHEET 8.
NOTES: OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114"SILL. 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 OP IS
60.0 PSP MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7"
3)4%3-114"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED,MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= PRODUCT REVISED
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" "a"m"pying with the Florida
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, auilding Code
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= NCA-No. 17-0420.12
5)DCOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Expiration Dato 02117/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Mtam-Da m uat Control
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile@ 90'Astrogal Lockstile@ 135*Astragal Lockstiie@ ,
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
standardStlles Standard Stile Standard Stile Standard Stile Standard5tile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Comer Come
--_- ---- --._ Outside
- -
lnside� �` _...
InsideCor Corner Outside „��a'��•'UCBNSF. /���<,
Corner Q';•' ,tr (
Part#60(Stile) Part#61(Stl(e) Part#119(Out.) Part#61(Stile) =1Q': No.58705 - f
Part#60(x2) Part#60 Part#60 Part#67(Astragal) Part#60 Part 0128(Corner pan#i20{(nJ Parts#31  Part#61
Recelver) (Corn.&Fxd Mount)
ta>r°a � r{y AAF,VEFLsc .
.'':
reU27 -ZORIDPZ
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COU.oFAUM area SERIES 770 At UM.SGD-,CM IMPACT jf` i�NA 11
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TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(forall 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 Types 4,4A, 84" 90 96° 102' 108" 114' 120
6,8A,7,7A,8&BA and the 69.7!8"80•OLO 73.718'DLO 79.7/8"DLO 85-718"DLO B1-T B' LO 97-7fB"DLO 1037!8'DLO 109.718'DLO
StilelAetragal Types shown below. Anchor Group Anohor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
A 8 C D A B C D A B C D A B C D A B C 0 A B C D A B C D A B C D
Hea 8 + C4+1 C4+1 C4N C4+1 Gi+1 C4+1 C4+1 CA+t C4+1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 04+1 C4+1 C4+ CC+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1104+1 CA+1 C4+1 C4+1
24• DLO Jamb B 8 8 B 8 8 8 '8 B 8 B B a 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 66+7 8+7 7+B 7+8 7+B 7+8 7+B 7+6 7+B 7+8 7+8 7+8 7+8 7+8 8+0 8+0 8+9 8+0 S+9 8+9 8+9 8+9 9+10 9+10 9+10 8+1019+1019+10 8+10 9+10
Head/Sill C4+1 C4+t C4+1 C4r1 04+1 C4+1 04+1 04+1 04+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 G4+1 C4+1 C4+1 C4+1 C4+1
30" 21' Jamb 8 B 8 8 8 8 8 a 8 a 8 B a 8 8 8 10 10 10 10 t0 10 10 10 t0 to to 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 6+9 8+9 8+9 8+9 a+9 8+9 9+10 9+10 9+10 9+1019+10 9+10 9+10 9+10
Head/Sill a+- CA+t C4+1 CA+1 M+1 C4+1 C4+1 C4+1 C4+1 G1+1 CA+1 04+1 GIN C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 CA+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
36"
29'
Jamb 8 6 8 8 8 8 6 8 B a 8 8 8 8 8 8 10 10 10 10 to 10 10 10 10 10 t0 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+8 7+8 8+9 e+g 8+9 B+9 8+9 8+9 8+9 8+9 9+10 9+10 8+10 9+10 8+70 9+10.9+10 9+10
Head1S111 C4+1 CA+1 C4.1104+11 CA+1 C4+1 C4+i Gi+1 C4+1 C4+t C4+1 C4+1 C4+1 CAN C4+1 C4+1 C4+1 C4+1 Cq+1 C4+1 C4+1 CA+t C4+1 JC5
C4+1 C4+1 C4+1 C5+1 C5+7 C4r1 C4+1
a 42" DLO Jamb 8 8 B 8 8 8 B B 8 B 8 8 8 8 8 8 10 10 10 10 70 10 10 10 10 10 12 10 10 10
-� P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 8+9 B+9 0+9 B+g 8+0 B+9 8+9 8+10 8+10 9+10 9+10 g+10 9+10 at,
.6 41" Head1891 C4+2 C4+2 Gi+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4t2 C4+2 C4+2 C4+2 C4+2 G9+2 CA+2 C4+2 CS+2 C5+2 C4+2 C5+2 CS+2 C5+2 C5+2 C6+2 C5+2 C6+2
z 48 DLO JambB 88 8 8 8 8 8 8 8 8 8 10 8 B 6 10 10 10 10 10 10 10 10 10 10 12 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+a T+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 B+9 6+9 B+9 8+9 9+10 0+10 9+1019+1019+10 9+10 9+10
Head1S91 C4+2 CA+2 C4+2 C4+2 G1+2 04+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 01+2 C4+2 04+2
54". DLO Jamb 8 _8 8 8 8 8 8 8 10 8 B 8 10 8 8 ' 8
P-hook 8+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 fl7-8
HeaNSlll C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4*2 04+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 Not available In these sizes
60' 53' Jamb 8 8 8 8 8 B 8 8 f0 8 8 8 10 B 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+6 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 3-114"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 Height to Max.(+)DP OH LENGTH DOOR UNIT HEIGHT-10.125"
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating)
3)4'.3-1/4-AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height = PANEL HEIGHT
Design =
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX- (+) O DOOR UNIT HEIGHT-1.866"
(Flat or Box,see W
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = O OH RATIO 2 1
Sheet 17) o PRODUCT REVISED
AN OVERHANG COMPLYING WITH THE CURRENT FSC(SEE ADJACENT DIAGRAM);THIS CONDITION IS = o as complying with the Florida
NOT RATED FOR WATER INFILTRATION. Flush-1-112" see note 3 O Building Code
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1121 +46.67 NOA-No. 17-0420.12
Medium-3-1/4" +60.0 expiration 02/17/2020
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. p' �
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH RATIO=OH LENGTH By
_
SEE NOTES 1-3
INSTALLED. OH HEIGHT Miam- Product 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 @lamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astratial Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135"Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-dutystile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Corner,, Inside --
Outside Corne
-- — -- ------ --- ----- -- -- — Corner-- -
---
Inside� � ��v� ANY LYNN 7,,i''
Corner
r Outside : ��•'' tCENS'�/C '
!ml Inside COP C '
Corner � Q•,� •.��
Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) NO-58705
Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner part#120 In. Parts#31  Part#61 _ �•/� •' 1k=
Part#67(Astragal) ( ) Corn.&Fxd Mount) —'u
Receiver) ( G.t
f070TECHNOLOOYDRNE a ,��'•, 8 A E (v
N.VENICE,1134275 DPANDANCHORAGE i<c ''•�<OgIDP,. N
,.ser• oeec ,+ax ew CERT.OPAUTR.929290 SERIES 770 ALUM.SGD-LM IMPACT l "',,7ONA�L11E�480-180 G �
JR 04/05/17 C REVISED TABLE 2,REMOVED EXAMPLE. rovrnraxrcx o serrfeoar e"w m,+ee o,..eorn a.r A.LYNN MILER,P.E.
mann mro: cmnws.Pob: MirM ,MVMNa R ® SGD-770 NTS 7 a 22 PGTO130 C P.E.958705
JR 11Yt0114 .ru wwrrsaesmvan
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Stii Height to Max.(+)DP
For comer astragal anchorage on 90"or 136°corner units,sae shalt 11 (May be 8mtted by Table 3A) (Water Infiltration Rating)
Table applies 10 Glass Types 4,4A, W84 90" Door Unit Height 95" Sill Riser Height
for �] B
8° (+)Design
(Flat or Box,see i
6,8A,7,7A, 8 8 8A and the 69.7!8"DLO 73.718°0L0___ 9-718'DLO 66.7/e"DLO 91.7/8"DLO UL-6 Sheet 17) Pressure,psf
SttiefAstragai typas shown below. Ahchw Gawp Anchor Group Anchor Grov Anchor Grou Anchor Group Gro i
A 8 C D B C D A B G D A B C D C D Flush-1-t/2" see note 3
nPressure +A90.0 r +i-82, sf +-7 s Low-2-1YY +46.67 y
iT' Head/9111 C4+1 C4+1 C4+1 04+1 '04+1 C4+7 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 Medium-3.114" +600
i
24 DLO Jamb 8 8 8 8 8 8 8 8 8 8 B 8 8 8 8 B 10 t0 10 10 10 10
P•hook 6+7 6+7 6+7 6+7 7+8 7+87+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 SEE NOTES 1.3 t
Dastgn Pressure +1--90.0 Psr +1-82.5 Psf t1-7610 psf j
„ 23" HeadlSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1104+1 C4+1 I C4+1 C4+t C4+1 C4+1 14+1 C4+7 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 4
S DLO Jamb 8 8 8 8 8 8 8 8 to 8 8 8 SO 8 `8 8 10 10 f0 10 10 10 10 10 i
. P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 -7+B 7+8 7+8 1 7+8 1 7+8 1 7+8 8+9 8+9 8+9 8+9 8+9 t1+9 8+9 8+9
Oesfijn Pressure +.•90.0 psf +1.82,5 psf +1-75.0 f {
pptt 29° Head1S111 C4+1 C4+1 C4+1 C4+1 04+1 C4+1C4+1 C4+1 C4+1 104+1104+1 C4+1 1 C5+1 I C5+1 I C4+1 I C4+1 C5+1C5+1 04+1104+1 C6+1 CS+1 C4+1 C4+1 C
DLO Jamb t0 8 8 8 10 8 B 8 10 6 8 B 12 10 B 8 12 10 10 10 10 SO 0 10 ` I
P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 9 B+9. B+9 8+9 8+9 8+ 8+9 8+9 i'+-90+9
oI Destgn Pressure +1.90.0 psi 4.82.5 psf +F75.0 per t
z 35°
Head/SIU 111 C4+2 C4+2 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 C5+2 c5+2 C9+2 C5+2 C6+2 G6+z C5+2 c6+2 C5+2 OH LENGTH I+-
42" DLC Jamb 10 B 8 8 10 8 8 5 12 III _ 8 8 i2 t0 8 8 12 10 10 10 12 10 10 t0 Z
P•hook 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 0+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 j
Des/gn Pressure +J-90,0 psf See Note A lv. +1-82.6 psf +/-79.0 psf x 8� OH RATIO a 1
„ 41” Head/Sill C5+2 C5+2 C4+2 C4+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C6+2 +2 C6+2 C6+2 C6+2 C5+2 C6+2 C6+2 C6+2 C5+2 C5+2 O q
DLO Jamb 10 8 9 5 12 10 8 8 12 t0 8 8 14 12 8 8 14 t2 t0 10 74 10 10 10 i
P-hook 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+1D 9+10 9+10 9+10 9+10 1
NOTE A:+/-90.0 PSF FOR GLASS TYPES 4, A,6,6A.7A, 8&8A; +/-87.1 FOR GLASS TYPE.7
NOTES: EXAMPLE ON SHEET 9 OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO=OH HEIGHT
2)WHEN USiNG THE 2-1/2"SiLL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USiNG THE 3-114"SILL,POSITIVE WATER OLD WIDTH=
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7"
UNCHANGED).SEE TABLE 3A.
3)4-.3-114-AND 2-1/2"SiLL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND DLO HEIGHT=
UNIT HEIGHT-10.125" PRODUCT REVISED
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as DUCT
with the Florida
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= Buuding corp.
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION 1S NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1866" NOA-No. 17.0420.12
.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Date02/17/2020
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. � T
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. gY %. ,��•��
fAlar�'be rodu"r' �t Control
.THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Straight Astragal Lockstile @ 90"Astragat Lockstite @ 135`Astra at LocksdIe
Interlock p•hook Lockstile@Jamb 6 @
Assembly Straight Astragal Assembly 90*Astragal Assembly 135°Astragal ! ;
Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStile HeavydutyStttc HsavydptyStite Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile I
HeavyAuty Astragal Outside Corner inside
------—... Outside Corner I
—•- - - ---- ---- -- -- -- - -- - _ Corner-- - - -- - -- — -- - -
Insid � Q N i�
Irulde Corner Corner Outside �' ltso-,. ....,,rU� 'moi
Corner �•` ;''• 410ENSF••`!t�i I
Part 461(Stile) Part#61' (Stile) part#119(Out.) Part 061(Stile) �'j No.50
Part#fib(Astragal) 705 C
Parr#61(x2) Part#61 Part#61 Part#61Part (Comer Parts#31  Part#61 -
part#120{tn.} - K•
Itecelver) (Corn.&Fxd Mount) !� c,�r _
10707'ECMNOLOOYDRIVE wwta. T••, .STA l 011�••'8/�•�
N taerse J edd 78 DPANDANCHORAGE
JR 04A75/T7 C REV79E0 7ASLE 6,ADDED EXAMPLE CERT:OFAUM#292BB SERIES 779ALUM.SGD-LM IMPACT r r T r r r s 121
aa"a or:alz cuaa.a ovs: .dmap/rromrr senarwrr sale sn,.e
Jt2 ftUlOI74 °m+vnusJwr:a aro. ® t H°' a"` A,LYNN MILLED,P.E.
„u,, M� srio-77a NTS B a 22 PGT013t? C P.E.#58705
I
NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (9)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10
REQUIRED @ SEE°C5°CLUSTER SEE"C5"CLUSTER DETAILS,
SPLICE (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6° SHEET 10 FOR INTERLOCK 24"MAX.O.C.
POCKETS CLU5TER,SEE
THIS AND 48"NOM.
SHEET SEE POCKET DETAILS,SHEET 11 x
(10)P-HOOK r-------_ _ x PANEL WIDTH x
JAMB MOUNTING I x x x x x x x x xx x x x x a°MAX
INSTALLATION, ADAPTER I 6*MAX. ( x x x x x x x x x x T(
THIS SHEET ANCHORS MIDWAY x x T
.+�::.... j l O' 3"MAX.
&SHEET 14 BETWEEN P-HOOK I I oI 4 PAIRS OF
ANCHORS&AT 3" i x=FRAME x ANCHORS
\ FROM TOP& i 14"MAX.O.C, IoI ANCHORS 96" x 21"MAX.
(TOTAL 8
BOTTOM I z Q I IoI O UNIT ANCHORS
4.051" 8"MAX.TO OPENING i m 0 I n e=P-HOOK HEIGHT D.C. PER JAMB)
EDGE OF POCKET SEE 1g 4 O x (SEE JAMB
ad ® I 1 14 MAX.O.C.
INSTALLATION I I I ;0 ANCHORS x DETAIL
DETAILS'Jc'&'Kc', imp ®' I7i -
mo=P-HOOK BELOW)
END PANEL SHEET 14&PART i a I®I IA MOUNTING
ANCHORAGE DETAILS'X&'K', I cxi y l i � � .MAX, ADAPTER24"MAX• (2 ANCHORS) SHEET19FOR $ J� o}j Ij ANCHORS x
O.C. P-HOOK L------6-MAX•_
"+2" x x x _ - x x xxxx END PANEL
ANCHORS END PANEL x, x, x x x x x' x
ANCHORAGE .� x x x x x 6°MAX. ANCiIORAGE(SEE
ANCHORAGE x' x x x x x,
(SEE SKETCH BELOW) �, °+2' .+2° SKETCH BELOW)
XT �•+7.' '+Y +p• ANCHORAGE
CENTERLINE B°M+ix•�T�'P• 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. 148"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6. SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NOW STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANEL ANCHOR EXCEPTION,(•+1°ANCHORAGE ONLY): ANCHORS MAY BE ADDED
T— 1 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT AS NEEDED TO ALIGN THE
T QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: CLUSTER To BE- ExTEPJOR HEAD OR SILL IF A SPLICE
48" CENTERLINE OF 24•o.c OR LESS 21„ C� OCCURS AT THE P-HOOK.
NOM. •, INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. _ MAX
USE SPECIFIED CLUSTER FROM APPROPRIATE i PRODUCT REVISED
PANEL SEE"C5"CLUSTER - -- • D.C. as PRODUCT
with tits Florida
TABLES,SHEETS 6-8 AT EACH INTERLOCK'AND
WIDTH DETAILS,SHEET 10 QENT.II uOFEND PANEL Building code
STRAIGHT AND CORNER ASTRAGAL LOCATION, NOA-No. 17-0420.12
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5�"
PLUS SPECIFIED.QUANTITY OF ADDITIONAL REQUIRED IFTHEO.C.DISTANCETOTHENEXTANCHOR Expir-atiunDate_02/1712020/17/2020
°+2"ANCHORAGE INITERMEDIATEANCIIORSPER PANEL. CLUB rERISOVER 24'.OTHERWISE ANCHORS ARE NOT
3.5" 6"Mme'
ADDITIONAL ANCHORS 24"D.C.MAXIMUM. REQUIREDATTHE MIDSPANAS PER THE FIGURE ABOVE By
- Miami-Da/ roduot Control-
CENTERLINE
on roCENTERLINE JAMDS&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 F 2l TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2"ANCHORAGECENTERLINE ANCHOR PAIR
CENTERLINE
REQUIRES SEE"C5"CLUSTER END PANEL
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE
_DETAILS,SHEET 11. FOR ASTRAGAL I+ (2 ANCHORS) 6"
I — ----- ------ _-INTERLOCK ASTRAGAL
0
4.051" - ^h 3.5" I� -- - - - - --- ---MAX. ------ - - ---
X4 LY
-_ • • Qom: U NSF'••�(tn�
CENTERLINE CENTERLINE CENTERLINE :_¢; No.58705
EXTERIOR (� "+2"ANCHORAGE L� "+2"ANCHORAGE A. 1
1 OF PANEL 3 I OF PANEL 4 OF PANEL 5 (( -
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
Z":r AO ST TE$b✓r
1070 TECHNOLOGYDRIVE 0°.wm.
M VENICE,FL 34275 ANCHORAGE SPACING&EXAMPLE PLANS
(061)480.1600
JR 0407 oam5/n i C CORRECTED EXAMPLE TOUPDATEDANCHORVALUES. CERT.OFAUTH.N9296 SERIES 770 ALUM.SGD-LM IMPACT LQrN�V �`1r,,,'
COPrTUpNTO]01r SndaKbMt e°°A' Om,°q xa AaK
_IR 0°n,• enmmaB.0°me PoruouaTA.%= ® SOD-770 NTS 9 w 22 PGT0130 C REA 58705
JR 10/!0/14 auAromsBESEAVEv
" i
AS GAL OR SPLI LOCA N ASTRAGAL OR I (FOR SPL ASTRAGAL OSPL LOC ION 2,04'
INTERLOCK IF NE DED INTERLOCK--i CONDITI N, E INTERLOCK-t-iF NEE 0 2.04" 13-
CENTERLINE 1 CENTERLINE 'C6'CL TER ETAIL) CENTERLINE 1 1.75" MERIOR t6" IAO.
1.75y, 21"
AG. DIAG. MAX,
2,04. 1 4- D.C. EXrERIC
2.0421'
I f_�
EXTERIOR V5.154' MAX.
3'S 7- EX RIOR 4 D.C.j1 7
T' EXTERIOR I
2-TRACK F HEAD ILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME
OR
SILL MAX -am I f
ASTRAGAL R)NTERL K (51 ASTRAGAL OR INTERLOCK 9?ASTRAGAL OR INTERLOCK 2-TRACK
(USE WHERE 4 CLUSTE (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER f
ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED,"06-) FRAMEJ_1181 MAX.
ANCHOR F,
AST CE LOCATION ASTRAGAL OR (FOR SPLI TRAGAL OR SPLICE L TION 6"DIAG. F F 4 M RACK B
INTERLOCKIF NEEDED INTERLOCK-1 CONDITI USE I OCK IFN D 2.04" OR PAIR
CENTERLINE CENTERLINE "C6"C STER DETAIL) CENTERLI 3.61
3.51, 7'
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT.OR INT.
2'04^ 1:�
14-DIAG. MAX. TRACK(INT,SHOWN)
4.0811 4.08" -= 2.04" D.C. NOTES:
1-4—I 1.ALL DIMENSIONS SHOWN ARE BASED ON MIN.
EXTlE�R,IOR 7u-n- EXTERIOR 4-DIAG, )R 3.5"
7- ALLOWED,
.1 Tv.
FRAME HEAD/SILL 3-TRACK FRAME HEADISILL 'FRAME3.5 6'MAX 2.FOR HEAD OR SILL SPLICE
Q ASTRAGAL OR INTERLOCK [?ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,'CY) ANC I HORS ARE REQUIRED."C6') ANCHOR PAIR PRODUCT REVISED
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR t SPLICE FOR SPLICED as camp[Ing with the Florida
Building gode
INTERLOCK—]—IF NEEDED (FOR SPLICE ASTRAGAL OR (FOR CONDITIONS ONLY: Non-No.
_-INTERLOCK CONDITION,00 NOT __ 17-0420.12
CENTERLINE CENTERLINE I CONDITION,USE USE THIS DETAIL) SPLICE LOCATION Fxpkation Date 2/47/2020
1.76" .C6'CLUSTER DETAIL) CENTERLINE IFNEEDED
3�5` �-- 3Z' [— 3.5' my
3.6- —7-
F uct Control
f
4"DIAG, 2.044
!' "DIAG. 2.04"; 4
2,04!" !RS�37�`Dlll G. 4"DIAG.
A4.0&1
4"DfAG.71 2X4-
t
EXTERIOR EXTERIOR 711 EXTERIOR' 7'. 1 .5. '4
0.... ....
3 r,�� \X tlGEIvq,,•..(e
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK ME HEAI
P ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK =1E i NO.68705
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,-06-)
ANCHORS ARE REQUIRED, C4') ANCHORS ARE REQUIRED,-05-) WITH&WITHOUT SPLICE CONDITION
STATED)
C-
1070 TECHNOLOVORW -;lkl,*%
N.VMVICF,Ft 342T5 ANCHORAGE,EXAMPLE CLUSTERS
CbRT,OFAVIN.#2S208 ()NAL
NOCHANGESTHISSHFFT SERIES 770 ALUM.SGD-LM IMPACT 1111111tot
COPWAwool? a t Iw..cww I— A.LYNN MILLER,P.E.
10 -22 PG70130 c
2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" 11+11 ANCHOR
INTERIOR INTERIOR 7"
?4'DIAG. 4"DIAG. 8.94°
6.12" 6.12" 3.5" 3.5"
INTERIOR INTERIOR 7" I TERIO J1 , INTERIOR 1 ° CENTERLINE
9D
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. OF PANEL
3.5"° 3.5" 4" 3.5" 3 5" 4„ °+2"ANCHOR
4 7" EXTERIOR 4" 2.04" 7"
2.04° EXTERIOR 2 04" 2.04° EXTERIOR 8.94"
EXTERIOR
2.04" 4"DIAG.
90°CORNER 90°CORNER 135°CORNER 135°CORNER °
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 3.5"
(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,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,°C6") f OF PANEL
4.08"
INTERIOR INTERIOR
EXTERIOR 4,08"
"+1"ANCHOR "+3'ANCHOR
4" 7.41"
INTERIOR 3.5" INTERIOR
--- 90° 7" 135" 2.04" 4"DIAG.
EXTERIOR
.3 I 3.5„
3.5"
4.06" 4.08" - 7�� 7" `
5.37'D G. 5.37'D AG. CENTERLINE
CENTERLINE I OF PANEL
—► 3.5" 4" 3.5"° 4 OFPANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR EXTERIOR 7" 4„ INTERIOR ON "+2"ANCHOR INTERMEDIATE-ANCHOR LAYOUT
T' EXTERIOR ALL
90°CORNER 135°CORNER VIEWS
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL
(1-C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) _ 4"DIAG.. PRODUCT REVISED
as compiyiny with the Florida
Bullding Code
INTERIOR .6.12" INTERIOR 2.04" NOA-No. 17.0420.12
2.04° 3.5"
6.12 I CENTERLINE
4" Expimtlon twe02/17/2020
5.88" �
EXTERIOR
INTERIOR OF PANEL By
Mlaml-Dad roduct Control
INTERIOR 90° 4 3.5" 135° .04„ "+3°ANCHOR
DA 7
6.12" 4 DIAG. 6.12" G 3.5" 4.08"
7" EXTERIOR
° --------— I�
2.04" 3.5" 4" 4"DIAG. 3.5' I -- -- ---- --� �------- --- ,—
7- EXTERIOR 4„ 3.5" CENTERLINE ��` o�Y LYNN /,
EXTERIOR I OF PANEL vJ� '•y10ENSF /{���
90°CORNER 135°CORNER 2.04" Q'
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL P
("C8"ANCHOR CLUSTER REQUIRED ('C8"ANCHOR CLUSTER REQUIRED
INTERMEDIATE FRAME
LAYOUT = No.58705
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS} (3-TRACK SIMILAR) = ti7: ye� Yl11
NOTES: %�O stQ !`II 'w
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1019rECHNOtuGYowVE o 'T'•. A OF : [�. I
2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE H.VENICE,FL x4276 ANCHORAGE,EXAMPLE CLUSTERS �it�is '•.CORIDP,.•' ���:
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
(941)460-1600 ,, , S ......
G
ru e7: mai x°wwa: CERT.OFAUTH#29286 SERIES 770 ALUM.SOD-LM IMPACT �''�; NAI IL
JR 04/05/}7 C NO CHANGES 7H15 SHEET. rovrmmrtoaoo swaaraa,G aul": uer o,..r°°w �•" A.LYNN MILLER,P.E.
om.om:o°ro: n.ra 10 M.m 9m ® SGD-77o —NTS 11 122 POT0130 C P.E.Ji 58705
JR 10/10/14 ALLRlrJReAESE114Fa
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
2-1116"• 2-1116"` NOTES:
EXTERIOR 114" 1/4" 1J4" 1.ALL DIMENSIONS
( 1 MAX. MAX. MAX. SHOWN ARE BASED
vJ SHIM EXTERIOR SHIM EXTERIOR SHIM ON MIN.ALLOWED.
7 2.METAL OR WOOD
EMBEDMENT: T SUBSTRATES MAY BE
SEE TABLE A, J USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A.
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYR,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
IS
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C.
WOOD INSTALLATION WOOD INSTALLATION �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 6,SHEET NOTE 5,- NOTE 5, THE METAL SUBSTRATE
1(114"MAX.) SHEET 1 L I SHEET 1
(1/4"MAX.) � (114"MAX.)
EXTERIOR T ` EXTERIOR __ _ -- EXTERIOR EMBEDMENT:SEE
TABLE A,SHEET 1
2-1116°' 2-1/16"' l --_ �2-1/16— - - - -— —
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
IAL3-TRACK
LLTATAM
WOODINSTALLATION wWOONTATION Fw MELINSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 PRODUCT REVISED
as complying with the Florida
Building Code
EMBEDMENT:SEE NOA-No. 17-0420.12
TABLE A,SHEET 1 EDGE DISTANCE: Expiration Date 0211712020
j SEE TABLE A,
EMBEDMENT:SEE I METAL'IYR, SHEETI By =
TABLE A,SHEET 1 �I EDGE DISTANCE: SEE ANCHOR mla a-Da roduct Control
EDGE DISTANCE: O SEE TABLE A, NOTE 4,SHEET 1
2X WOOD 2X WOOD
TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR SHEET 1
NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1116"'
SMS ANCHOR TYP.,
2-1116°' SEE ANCHOR NOTES
-WOOD-ANCHOR-TYR-`-- - --- ------ 2-1116"' &TABLE A,SHEET 1
----- --- - ----- ---- -
SEE ANCHOR NOTES WOOD ANCHOR TYP., -- -- - -— - MIN.-OF 3-- -
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS \� ��
&TABLE A,SHEET 1 BEYOND THE �� NY LY
O EXTERIOR •� 4,
EXTERIOR I EXTEMOR METAL \`�,•• UGENSF-..(' �^
1/4"MAX.SHIM I�- 1/4°MAX.SHIM I I SUBSTRATE Q•' F�
1/4"MAX.SHIM I_ - z4' No.58705
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Gw WOODCNST FRAME
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EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CO RETE EDGE DISTANCE:S SEE TABLE A,SHEET 1 CONCRETE SEE TABLEA,SHEET 1
TABLE A,SHEET 1 ONCRETE SHOWN ARE BASED
PE TABLE PER TABLE ON MIN.ALLOWED.
2-1116"' R7ABLE 2-1/18"" 2-1116°'
A, HEET 1 SHEET 1 A,SHEET 1 114" •DIAGONAL O.C.IS
EXTERIOR .?';�.�:•:;:�� I - - r Mme' MIN 4"(HEAD&SILL)
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EMBE NT: J �4-,
SEE TA LEA, HIM �4-' SHIM
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PROPE Y SECURED 1X CONC E ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD B TYP NCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR N ETI TA SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
F 2-TRACK FRAME H 3-TRACK FRAME HEAD 6
a 4-TRACK FRAME HEAD
Ko CONCRETE INSTALLATI Gc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY, CUR 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK YP.,S E SEE ANCHOR NOTES& WOOD BUCK TYP.;SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE SHE 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR E AN HOR SEE ANCHOR
NOTE 5,SHEET NOTE 5, NO E
. . 1.(114"MAX.) , SHEET 1SHEET� 4 M 1�M _
- (114"MAX.) _.` j (1! AX.) a
EXTERIOR T}I _ EXTERIOR y 'i 1 EXTERIOR
- a
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2-1116"' 2-1/16"' -F L 2.1116"' PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
E TABLE A TI PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EM D :SEE TAB SHEE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT.,SEE TABLE A,SHEET 1
-TRA ILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
W CONCRETE INSTA TIONEc CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 .t as complying with the Florlda
Building Code
EMBEDMENT:SEE NOA-No. 17-0420.12
TABLE A,SHEET 1 —� EDGE DISTANCE: Expiration Data 02117/2020
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, _
EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 e i —
SHEET 1 Mlami-Da�Control
TABLE A,SHEET 1 TYP.,SEE ANCHOR SEE ANCHOR NOTE 3,
P OPERLYSECURED ! EDGE DISTANCE: NOTES&TABLEA, SHEETI
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PR PERLY SECURED NOTES TABLE A
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TY .,SEE ANCHOR ' — -- _ --- —---- ---- - -- -• - --- ----- �i rbi u.l lltli
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NO ES&TABLEA,
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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-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE
SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYP.
+', TABLE A,SHEET 1 ALL APPROVED
28 ;,_:;,. SUBSTRATES.
SHEET 1 ILLUSTRATION,SHEET 9) 1-1l4"MIN.EDGE DISTANCE
DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR
�- SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK i
26 AND P-HOOK
EXTERIOR SHEET 1 ADAPTER CONCJCMU
PHOOK WOOD ANCHOR TYP., j( ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES _ — v ' P-HOCK r•'"}; ='•'•+'..c r.•: ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
ALSO SEE TYP. CMU PER TABLE. ON SHEET 9.
( 2.693"MIN. TABLE A,SHEET 1 (ALSO SEE TYP.
A,SHEET 1
ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS Ei P-HOOK FOR USE WITH ANY SILL RISER
Jw PARTS#18,920,#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 CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
TABLE A.SHEET 1
NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN,OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES `. rA,SHEET 1
SUBSTRATE 48 &TABLE A,SHEET 1 (ALSO SEE TYP.
(ALSO SEE TYP. EMBEDMENT: i';r.:.:',:: ILLUSTRATION,SHEET 9) PRODUCT REVISED
SEE TABLE A, as complying with the Florida
ILLUSTRATION, ;; 26 Building Code I
EMBEDMENT: 1 SHEET 9) SHEET 1 :.; NaA-No. 17.0420.12
-- i
SEE TABLE A. EDGE DISTANCE:SEE ..:ao•matH EHplration Dati 02/7712020
SHEET 1 1.114"MIN.EDGE DISTANCE
TABLE A,SHEET 1 By
30 30 Miami-D-o Product Control
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES-/ ANCHOR TYP.,SEE
&TABLE A,SHEET 1 ANCHOR NOTES&TABLE =JLZi
(ALSO SEE TYP. 2.693"MIN. A,SI IFFY 1
MIN.
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE {
EDGE DISTANCE I
_---- —_-- ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS gab P-HOOK FOR USE WITH BOX SILL RISERS
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METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Q; F'•,!�
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT i} No.5870513
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY '.
C>''. S ATE v-
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ANCHORAGE DETAILS ��RIDP„••'��`;
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CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
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SHEETS 12&13 WIDTH
NOTES: -
1)SEE SHEET 17 FOR INDIVIDUAL Ex7ERIOR
PANEL CONFIGURATIONS AS 90"
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
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PANEL HEIGHT AND WIDTH.SEE TYPE QS' 'AS' TYPE SHEET 19&CORNER
SHEETS 18&19 FOR SECTION A ANCHORAGE SHEET 11
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TABLES. qn" DLO WIDTH=NOM.PANEL WIDTH-7"
SILL DETAIL'D',SHEET 18; DLO HEIGI IT=DOOR UNIT HEIGHT-10.125"
INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT DOOR UNIT HEIGHT-1.866"
'D1n7&'Dc',SHEETS 12&'13 SILICON[ HOT-IAELT BUTYL -
STRUCTURAL
SILICONE STRUCTURAL SILICONE 3116°NOM.
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INT.GLASS It•R.GLASS Building Code
NOA-No. 17-0420.12
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BY
' ALUMINUM Nllaml-D Product Control
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
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126 Quanex Duraseal Spacer Materials INT.GLASS _ No.58705
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i ; INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
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PANEL PANEL PANEL PANEL ( y
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL 2
'R' I 'L' 'D' A' APE TYPE TYPE APE IOz IA INTERLOCKDETAIL
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(0oxw1 0oxa0 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
IM CORNER �T �'
-j 90 LOCKSTILE (#61)AND CORNER ADDON(#31).
J WI HANDLE 0120 —+--�I-.—• .232-
EXT EXT CORNER ��. �� SILL RISERS OPTIONS 232"
z 90 LOCKSTILE I+— ,232" EXTERIOR
Q W/HANDLE#11g .232" EXTERIOR 062• PRODUCT REVISED
IL EXT CORNER#61 E,TR.,,.lE062• as plying with tho Florida
90 RECEIVER CT �� /t-, 4,065" - Building Code
W/HANDLE V V �f'' .062" I3,3p5� NOA-No. 17.0420.12
#118 n 2.555" AAA ppp
IM CORNER#61 _ �I 1.667` �� II�J, Expiration date 02117/2020
90 RECEIVER A�T. AS D� .062" . 9�
Wl HANDLE 11
�� ^ tAlami-Oaf'Product Control
9EXT 0RECENER 6J--+amu CF SILL
FLUSH�ER22AT" 20 LOW,2-112"
OMEDUIMER, °AT (B
HIGH,q•ER�FLAT
.750-
EXT CORNER #31 76D" —^I I-'�—
135 RECEIVER VT b S V� I I4_ EXTERIOR
W/HANDLE #61 I-� .750' EXTERIOR .062"
t EXTERIOR EXTERIOR I I .062'
INT CORNER �t ^ r .906" a 4.055"•
35 RECEIVER_ -�--1—_—'�/T___�,{/_`__ _1�/ _ __. __ _ a-1 ________ a_ _ _ _,062'---_ _ _ _ _
Wl HANDLE #61 Y V V Y-es v v 2.655' _ —.3:305-____ `Itt.l......771/ -
p — .062"
1.507" TiF� `�`\� �t-ICEN N��''r
�'
se..K
SILL
19'FLUSHSILL FUSER�OXI' 2t OW 2ISEz BOX 23 MEDIUME3— '-1/4'SILL RISRx 25 HIGHRI4 ER,BOX .;f MD.58705
>k-
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 0
1070TECHNOLOGYDRIVE +'"gyp°'"' i���•,pOATEOF
DRiDa
A VENICE,FL 34275 PANEL TYPES
(941)4661600
a� b CERT.OFAI. rls2ss SERIES 770 ALUM.SGD-LM IMPACT1"7
JRA 04107 C NO CHANGES THIS SHEET, s;nwmr sme 0m,r mnaora 0"+:
µcor ® A.LYNN MILLER P.E. O
JR iW10/14 ,uc9r0xr39esL8v0o SOD-770 NTS ?7 22 PGT0130 C P.E•fI68705
r
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) OR 81 105 106 FULL PANEL JAMB LENGTH
80
LOOKPqR7
FULL LENGTH to 75 a 1074 77
14 106 OF JAMB 5 G3 K.OR 61 O
60 OR 61 G1 6D OR 61 2-TRACK JAMB 16 5
_ 2-TRACK JAMB (SHOWN 5 SEE DETAIL Gi
CLIP#105 E WITH - FOR FIXED
6"LONG _ OPERABLE - LocKPAR1
105 � VJI RETAINER#10E' � 80 PANEL CLIP 75A 107-i10
. 11z)`;i— S \I, I tl.__ PANELI
,_L__� MfUSPAN (SHO'v IJ IAITFI - � �
FIXED PANEL TO LOCK PgRr - SEE DETAIL G2
l� THE INTERIOR) 15 113 703 113 75a 107-110 103 J FOR FIXED g so OR 6
1
EXT-RIOR l PANEL CLIP I 103
15
. .,. G2 712 _ DE 17
B10 X 34 5 123 FULL LENGTH' 40 G4 16 OR 67 ti— II��II EXTERIO
SMS,X'3 ,.OF JAMB 2-TRACK JAMB .. 51 52 2-TRACK JAMB fvl EXTERIOR EXTERIOR EXTERIOR
CLIP#80 OR#105 WI SCREEN
&"LONG - W1 RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4 TRACK JAMB• '
80 _� .(SHOWN WITH N1 (SHOWN WITH H2 (SHOWN WITH H (SHOWN WITH 12 fa(SHOWN WITH
MIDSPAN'' FIXED PANELTO.. OPERABLE PANEL} ! FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
K�j""� 60 OR 61' ' THE EXTERIOR) 53 - THE EXTERIOR) THE INTERIOR)
' `,EXTERIOR 'DEXTERIOR
. `, 121 SEE DETAIL'ON SHEET 15 v 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15 ,
2 _ y .W
112
45 5 113 tJ 0 5 113 5 '
52 51 89 EXTERIOR EXTERIOR 69
EXTERIOR 53
a PRODUCT REVISED
as complying with the Mudd.
Building Code
T.OPT.SCREEN FRAME HEAD FRAME
BI�3-TRACK (2)4-TRACK MAX.UNIT NOA No. 17-0420.12
FRAME HEAD FRAME HEAD HEIGHT PER 1202
TRACK
TABLES 1-3 Expiration Date 02/17/2020
—
Miami�o uctControl
53 69 69 69
EXTERIOR EXTERIOR
52 51 72 OR 73 72 OR 73 72 OR 73
46 11 9 10
113 11 11
48 47 0 8
-- — _S_ ----.113- --- --- -- -- ------713-- --
EXTERIOR 112
♦♦ �.•' IGEN F ���'i
�
FRAME SILLSCREEN E FRAME SILL FRAME SILL =1"t
No.58705 ••�
`ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES �-
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. =;3O,
1070 TECHNOLOGYMVE '�♦'31•'-:c<OR1DA.••'•���:`
rL
VENICE,FL 34275 VERTICAL SECTION DETAILS
(311)460-1600 M /""70NAL E�G•♦•
CERT.OFAUTH.#26Y66 SERIES 770 ALUM.SGD-WINDOW-LMI "III[I I I r"'\
JR 04/OTJ17 a C NO CHANGES THIS SHEET. �.Aj7 a,�rtlm.t wk anxe —'ftiW xer. A.LYNN MILLER,P.E.
o®+nor•a.A: a om PGT0MT7R AC. GanO wwoow NTS 18 d22 PGTOf29 C P.EJ{66706
JR 012(U14 �aicxrsxeseat,:a
n r
Item PGT POT# Description Item PGT PGT# Description NOTES:
W
D .# Ding.# 1)ALL ALUMINUM=6063-T6
1 11308 817306 2-TRACK HEAD 60 17325 817325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 817328 PANEL STILE(HEAVY DUTY) 2)ITEMS 11133-39,56-59,66,78,84-99,
3 17309 '817309 3-TRACK HEAD 02 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312- 817312 4-7RACK HEAD 63 1225 BTP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD I
6 17317 817317 FRAME HEADIJAMB ADD-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3/16"MASONRY
a 17301 617301 2-TRACK SILL WITH SCREEN MIL 68 1733Q 817339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX.O.C. i
9 17307 617307 3-TRACK SILL 09 17324 617324 TOP&BOTTOM RAIL
10 77310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT - 71 1895 71695_1-112°X 1"X314°HIGH FM SEAL DUST PLUGS
12 17315 617315 1FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 1 72 5153 781535 TANDEM ST.STL ROLLER ASSY.
13 17310 817318 FRAME SILL SCREEI4 ENDADD•ON(SEE NOTE 3) 73 8163 78153M TANDEM NYLON ROLLER ASSY.
14 17305 617305 2--TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
15 17302 6773022-TR15GC JAtdB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE I
16 17308 617308 3-TRACK JAMB 76 71032XIFPFX 81032 X 1"FL.88 SCREW Wf TYPE T"111? -
17 17311 617311 14-TRACK JAMB 71 7103239 10-32 STEEL LNC UNUT -
18 17322 617322 SILL RISER-FLAT,FLUSH,1-172" 79 17357 617357 1°IS BEAD
19 17319 017319 SILL RISER-BO)(FLUSH,1-1/2° 8D 17359 617359 7116"BEAD/FDED PANEL CLIP
20 17321 617321 SILL RISER,-FLAT,LOW,,2-1/2' 81 17360 617360. 9116°BEAD
21 17378 617378 SILL RISER BOX LOW,2-119,' 82 72.24 8TP247K VINYL BULB WEATHERSTRIP
22' 1?355- 617:55 SILL RISER-FLAT,MEDIUM,3-114" 83 61745 1745 LOW E INC,1/2'X1116"SGL SIDE ADH.TAPE,PDLYETH.
23 '17354 617354 _SILL RISER-BOX MEDUM,3-114" 100 8052 48052 ROLLER ADJ.HOLE PLUG _
24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 - 72087 JAMB BUMPER-
25
UMPER25 17320 617320 SILL RISER-BOX HIGH,4° 102 1698 71696 DUST PLUG
20 17333 617333 POCKETP-HOOK 103 8188 761885 I'KEEPER - 11
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK - 104 653 7SOKEEP SCREEN LOCK KEEPER
26 17334 817334- POCKET P4400K MOUNT 105 17344 617344 FOED PANEL CLIP-B"LONG _ I
29 7733.5 617335 P-HOOK COVER 106 17352 617352 FRED PANEL RETAINER-1y16" -
30 17348 617348 POCKET P-HOOK FOR BOXRISER 10T 1730 T1739 HANDLE KU-INTERIOR RAISED WITH THUMB TURN
31 17378 617378 135CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
32 17376 017376 135 FIXED MOUNT 109 1731 7S702SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN PRODUCT REVISED
ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL as complying with the Florida
40 4319 612258 SCREEN SIDE RAIL-LOCKS71LE 111 710X34PPSDAX 010 X3/4"PH.-PN.7EK-S.S. Building Cod.
4f TLOCKWGSK SCREEN LOCKSET 112 1235 67576 WSTP,.27U X.170-FIN SEAL NDA-No. 17.0420.12
42 41818 SCREEN KEEPER SPACER GET T13 1712 040866 .107'X230"Fr1SEAL Expiration Date 02J17/2020
43 6152 00152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10X1-1/2" - By � --"--` •I
44 4428 64426 SCREEN DOUBLE INTERLOCK 115 710}PPT #1OX1". Miami-Dad- roduc'is tControl
45 4317 612256 SCREEN TOP RAIL 116 720XiX #14-20 X 1°S.S.
48 4318 012251 SCREEN BOTTOM RAIL 117 720M 12X #14-20 X 1-112'S.S.
47 668 7SRA2 STANDARD ROLLER 118 17330 617336 90 DEGREE CORNER RECEIVER
4S 668 7SRAX STANDARD ROLLER-ST.STIL 119 17337 017337 90 DEGREE OUTSDE CORNER ASTRAGAL p
49 4344 64344 SCREEN ASTRAGAL 120 17336 1 6117338 110 DEGREE INSIDE CORNER ASTRAGAL 4f
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 1 617352 FUED PANEL RETAINER,TIB"
---51--1692--61892___SCREEN-SPLINE_.165'_
52 1694 61694 SCREEN SPLINE-.150" \ //
53 61816020 SCREEN CLOTH ;��,��,••,,•••••.., /Lf� /��,
54 1725 112°X9"X7118"SET.BLOOK,NEOPRENE 85*/•8 ��•-.• y10ENSF••-�(� '
55 1728 1"X4"X 7/16"SET.BLOCK,NEOPRENE 85+1-5 '•,11
:.�.: No.58705
�0,L(`� l� 1r�
F
1070AIE
.VEMClELFL 5427 AP RTS LIST �i�CCs ..'(ORION
(sa)4eo-lsoo , � `,s/1ONAL EN\•�•
P.Wex' �: ++�"�+ cEtrr.Or•'ABTH 016266 SERIES 770 ALUM.SGA-LM IMPACT 11111111111
JR 04/0517 C NO CHANGES THIS SHEET.
ommyr mec crooiee . NvmGwstW ® drlvhatt -r a".aa1.a Ta" A.LYNN MILLER P.E.
JR 10111YU AURW"PZ=M 6[70.770 MT$ 20 d IZ P0T0130 C P.E.#68705
9
5.089" 8.562" �� 1.36°
0.080° 1.36"
1.872"
1.211" 1.505"
0.081" 9"
0.062° 1.01
0.051"
02-TRACK HEAD fo 4-TRACK SILL 0.081"
(6063-T6 AL) (6003-T6 AL) 40 STILEEN
6.198"
6.198" 5.069` (6063-T6 AL)
-+� 8.526`
10.080" -r If
1.046
1.505" � T_, "
0.062"
I
0.081" O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL
(909?-T5 AL) (6063-T6 AL) GJ 2-TRACK JAMB 45 SCREEN
is
(6063-T6 AL) I Or"RAIL
(6063-T6 AL)
7.105" 2-TRACK JAMB W/ -
6.221" 16 SCREEN TRACK
0.080 , (6063-TEAL) 1.36" (+-
r I --
1.211" 1.50 "
1 �►�� 993'
0� rd ,__0676..
�'-(-1r'��-1F�r� 1.30" �-�•
�l1 J LI SSU (y iI 1.
0.081° O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK 0.062"
(6063-T6 AL) (6063-T6 AL). 0'081 SCREEN
46 BOTTOM RAIL
�+ -- 9.142" _ (6063-TEAL) -
4.49" 0.081"
0:080"
PRODUCT REVISED
1211" 1.505" 7.105" eunaingtcod with thaFtor;da
1 Non-No. 17-0420.12
-j 9.141" ElpimfionDat'c0211712020
.
0.081" O4 4-TRACK HEAD O7 2-TRACK SILL a -�
(6063-TB AL) (6063-T6 AL) y
1 Miami-Da d Product Control
T-±1 1.514" z° J-IY 0.060"
T o.os
1.2fi0"
0.532" 0.760"
L "0.060 - 1.990"
060" ---- - --- - 1.516" ,]] -
---- - -
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
O ADD-ON 12 ADD-ON 13 END ADD-ON 1e 3-TRACK JAMB ,•' �SCENSF (('%
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.410 SMS REQUIRES MIN.#10 SMS =>a No.58705
OR 3116"MASONRY OR 3116"MASONRY 17 4-TRACK JAMBS S
6063-T6 AL -'0 '
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24°MAX.O.C. ANCHORS Q 24'MAX.O.C. ( ) ='0 :• ����.:��
; STA E O
10707ECICE,FE 4275 p'°rotlin �� ........
N.VENICE,FL 3(05 EXTRUSIONS %S
(901)480-1600 ry; 7,S/• NG N'
R" 18"'8-1 cErtT.oFauT1L nzszae SERIES 770 ALUM.SGD-LM IMPACT '77/'NAL E`���`
JR OGDS/17 NO CHANGES Tf fIS SHEET. eavrwcxreaov s1mnwaee sas 580-.8 a..e+rra. 0-K A.LYNN MILLER,P.E.
omMn�:rmd. cn"dma oax: °OifNO°st""`�'" ® SGD-770 IVTS 21 °'22 PGT0130 r. p.E.958705
JR 101104 w.mcxrsrrErennven
0.718" -+( -ry 0.83°I+
A
3,802" 71 2.304" � 0.752" 3,802"2"
0.�74 1.163" 0.885"
0.062" J-L0.796"
0.080" 0.062" J 0 062"
0.264° I 0.233"
.0.075"
Lg�F I
OFRAME SILL 8P HOOK MOUNTING P-HOOK SCREW
SCREW COVER 11 TRACK 28 P-HOOK 28 ADAPTOR 29 COVER 0.080" 3o P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
I+ - -4"
155" 2:30" -� 1.488" �-+- I - 4„
-- _I -- (�vu-2� r 1.739' I
rn.?33" --� I fl-i 1.303" -
1.600 1.600 0.062.'
.080" 1.870" ..
1 1.888"
GIG„ - - 0.325„
1974' -* I I 3,?<<^v F ,_ 3.725"
I -b
2.44" --�--I � -'-- ----
2.4
31 135"CORNER32 135"FIXED MOUNT so STANDARD STILE "I HEAVY DUTY STILE s2 INTERLOCK INTERLOCK
(6063-T6 ALJ (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) AaeDAPTER' SCREW COVER
(6063-T6 AL) (6063 T6 AL)
3.979"
--- 4.125" -
1.060 1.050' 1.050"
075" 0.075"
e 1.645., 1.645" 0.062" 1060,
289"
,. ....485". -
I I�
F� 3.25" .045"
0.125" � 0.281" I-�-
s7 •
STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL s9 TOP/BOTTDM RAIL O GLAZING 07/16"GLAZING
se 09196"GLAZING
79 BEAD(I.G.) 50 BEAD,FIXED 5t BEAD PRODUCT REVISED
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP 063-T6 AL as complying with the Florida
6
( ) Building Code
(6063-T6 AL) NOA-No. 17-0420.12
7.003" - Expiration Date 0211712020
1.03„ _
5.621° Ylami-Dad roduct Control
0.757" �.O:G6(1�
0.050°
)FIXED
105 PANEL CLIP 0.709" 2.893" 0.133"
(6063-T6 AL) I I 1.498" 0.133" 1.498"
I -I 0.863 U 0.080"
.550" _
0.709" FIXED PANEL ,
5821"
123 RETAINER,%1, 2 826" 120 90"INSIDE CORNER ASTRAGAL �,%`` tV LYIV/�7j'/7,
0.080" -►I (6063-T6 AL) 119(6063UT ID CORNER ASTRAGAL (6063-T6 AL) �� �'��OEN3R 41
���
FIXED PANEL 118 90"CORNER RECEIVER '
105 RETAINER,9116" (8063-T6 ALJ _ No.58705
(6063-T6 AL)
toTo rEcxNocoornRrvE
I
N.VENICE;FL 94275
EXTRUSIONS %p0�. S ATE O /y
,:•�[V`
(041)4804800 aa,: ��� F(ORIDP`,•'' \��
JR 04N5J1T R"NC" NO CHANGES THIS SHEET. CERT.OFAUTH.6=98 SERIES 770 ALUM.SGD-LM IMPACT 7O►yqL
wvpucNroamr sa�mn'r: w.a s"..e a."awm. 8.. I t
Oman""oan: a hN dn: rorwouamrsq ixc ® A.L1REJILLIc5 A,E.
JR 10/10/14 nu mcHrsOestnvee SGD-770 AIT$ 22 a 22 PGT0130 L' RES198705