HomeMy WebLinkAboutProduct Approval Component & Cladding Wind Loads
Prepared for Jensen Beach Aluminum Calculations by Seaside Engineers
Project: Cava.IlaRestdence Certificate of Authorization No.32048
Location: /10152'S Ocean Dni`e#519B 4265 60th Court
Jensen Beach,-FL-34957 Vero Beach,Florida 32967
Project ID: ! (722)202-8008 Info@seasideengineers.com
Date: 11/20/2019 www.seasideengineers.com
Design Information
Risk Category II
Windspeed 117_0 mph
Exposure �
Int.Press.Coef.,GCoi(+/-) 0.18
a 8.00 feet,
Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on this job.The
contractor is responsible to ensure the use of the proper material,reinforcement,components,etc.to meet the indicated pressure per the product approval
engineering document.The contractor is responsible to verify the component Is in the appropriate zone using the"a"dimension shown above and diagrams shown
below.The building pressures are calculated using the Allowable Stress Design.Contact Seaside Engineers Immediately if the substrate at the attachment locations
appears to have,deterioration,abnormalities,damage,or other conditions resulting in questionable Integrity.
Florida
Product
Area Approval p Building Design Product Design
ID Opening Description (sgft) Zone or NOA Manufacturer Model Press a(PSF) Pressure(PSF)
fX7 SGD/ 80.0 4 �_17-0420.171 Pdf 770-'] L49.4,' _-S1J 60,0' .60.6
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5 0 November 20,2019
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Florida Building Code Online Page 1 of 3
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Product Approval
USER:Public User REC�N�D
Product Approval Menu>Product or Aoolication Search>A lira in is >Application De '1
G 1019
Application Type Revision 31 ectn�tt+n9 Cpu"
ent
Code Version 2017 P 5t.`Upe
Application Status Approved
*A ed by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer (LNorth
ustries
Address/Phone/Email chnology Drivenice,FL 34276-0100 22318
stries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller,P.E.
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext 21142
Imiller@pgtindustries.com
Quality Assurance Representative ^_
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method rtification Mark . ng
01"
Certification Agency Miami-Dade BCCO-CE 0 PY
Validated By Miami-Dade BCCO-VI I ®®
Referenced Standard and Year(of Standard) Standar 201,202,203 REVIEWED F 994
CEDE CW0MPLBAkCE
Equivalence of Product Standards
Certified By STo LUCIE��aCOUNTY
Bg%cc
Product Approval Method Method 1 Option A
Date Submitted 03/19/2019
Date Validated 03/27/2019
Date Pending FBC Approval
Date Approved 04/02/2019
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Florida Building Code Online Page 2 of 3
SummarV of Products
FL# Model,Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042009.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042009.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042010.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042010.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 19-0130.02.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 County Notice of Acceptance FL251 R31 II 19-0130.02.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,si , n spac ' ormation. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
AL I
251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use HVHZ:Yes FL251 R31 C CAC 17042012.odf
Approved for use out HVHZ:Yes Quality Assu ce Contract Expiration Date
Impact Resistant:Yes /2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptan --FL251 R31 II 17042012. d
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCC -CER
details,and anchor type,size,and spacing information. ed by Independent Th' d Party:
Evaluation
Created by Independent Third Party:
251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042013.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042013pdf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042014.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042014.odf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042004.12df
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5E... 11/22/2019
Florida Building Code Online Page 3 of 3
Y
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042004.1)df
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 19-0219.11.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2024
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 19-0219.11.1)df
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042007.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance FL251 R31 II 17042007.Ddf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042006.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 FL251 R31 II 17042006.Ddf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click hem.
Product Approval Accepts:
Credit Card
Safe
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M IAM I•DADE MIAMI-DADE COUNTY
IIMRIIINPRODUCT 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 tance, if it is determined by Miami—Dade County Product Control
Section that this produc in erial f � to eet the requirements of the applicable building code.
This product is ap ved as described he in, and has been designed to comply with the Florida Building
Code, including t e High Velocity Hurricane Zone.-
DESCRIPTIO • Series "SGD-770"Alum' um Sliding Glass Door w/90°& 135°corners—L.M.I.
APPROVAL DO UMENT: Drawing . PGT0130,titled"Series 770 Ahem. SGD- LM Impact", sheets
1 through 22 of 22, da i evision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller earing t i-Dade County Product Control Revision stamp with
the Notice of Acceptance nu er and expiration date by e Miami-Dade County Product Control Section.
MISSILE IMPACT RA ING:Large and Small Missile mpact Resistant
LABELING: Each unit sha bear a permanent label w' the manufacturer's name or logo, city, state,
model/series, and following stateme . " ounty 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#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
OEM
-'= NOA No. 17-0420.12
Expiration Date: February 17,2020
511t Approval Date: September 28,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated
02/15/16, 06/17/16 and 06/20/16, all signed& sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 16-0629.06)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
3. Test reports on:1)Air Infiltration Test,per TAS 202-94
2)Uniform Static Air Pressure Test,Loading per TAS 202-94
3)Water Resistance Test,per TAS 202-94,
4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test,per TAS 201-94
6) Cyclic Wind Pressure Loading,per TAS 203-94
along with marked-up drawings and installation diagram of aluminum Sliding Glass
Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6023,
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales,P.E.
Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales,1. .
(Submitted under NOA No. 09-0826.10) �--
Jorge A Plasencia,P.E.
Pro/duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
S. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer),
per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. .15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5th
Edition (2014)and FBC-6th Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass 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-511 Edition (2014) and FBC-611' Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries,Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° &l35' corners-L.M.T. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M.Plasencia,P.E.
P,r6duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-2
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Anchor Frame Min.Edge MIn,O.C. Min.
0 o Group Anehor type Member Substrate pfstence Distance Embedmenter
INCLUDING POCKETS &90 /135 CORNERS Metal Tllfcknom
#12 18-8 SMS, Southern Pine(SG-0.55) 9/16" 718" 1 1-3/8'
GENERAL NOTES (Fy=60 ksl,Fu=95 ksl) All 6063-TB Aluminum 316" 9116' 1 0.090•
1)GLAZING TYPE OPTIONS;SEE TABLE B.THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 4712410 SS SMS, A36 Steel 3/6" 0116• 0.050"
2 DESIGN PRESSURES: A (Fy=90 ksl,F�=110 ksl) Gr.33 Steel Stud 318" oils, 0.045"(18 Go)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300. All Concrete min.2.22 ks0 1-112" 3° 1-31T
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. 1/40 Eleo Aggre-GatorG J..b/P-h..kl eled Block ASTM COO 2" 3° 2"
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy-57 ksl,Fu=96 ksl Jamb/P-hook I Hollow Block ASTM COO) 2" 3• 1.114"
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All I Southern Pine SG=0.55)11" 1• 1-3/8"
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO #12 Steel SMS(Gr.5) southern Pine(SG=0.55) 9/16° 7/8" 1-318"
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.of 3 threads beyond All 6003-TS Aluminum 318" 9116• 0.090"
CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) 338 steel 318" 9116" 0.050"
_ Gr.33 Steel Stud 3/8" 9116' 0.045° 18 Ga
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Elco UltraCerr® All Owerete(min.2.85 its]) t° 4• 1-318"
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 ksl,Fu=177 ksi Jamb I P-hook Hollow Block(ASTM COO) 1" 6• 1-1/4"
NARROW JOINT SEALANT. AlConcrete(min.2.85 ksl) 2.12^ 4" 1Iva,
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSI/AF&PA NOS FOR 1/4°Etco UllraCot dD
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. s a�1 mb 1 P hook Filled Block(AST C90 2.12• 4' 1-1/4"
Ja •hook Hollow Block ASTM C90 2.7/2" 6" 1-114"
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE p Head III Concrete min.3.35 ksI 1"
CURRENT FLORIDA BUILDING CODE,INCLUDING THE,HIGH VELOCITY HURRICANE ZONE(HVHZ). 114"410 SS Eleo a.....Z Jamb,I P-h k Concrete min.3.35 ksl t"
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 ksl,Fu=189.7 W J. I P ho k Hollow Block ASTM COO) 2.1/2°
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Southern Pine SG-0.55 1" I. to 6"
9j TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WH SUBSTRATE CONDITIONS E ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CHOOSE E 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 5)ANCHORS MUST BE OF SUFFICIENT LENGTH$O THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
,typeDescription(Listed from Exterior to Interior) ANCHOR NOTES
G3 7 6"laminated:(2)Liles cf311W HS Glasswilh.090•PVB Intedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY
G3.6,49115m Laminated:(2)Liles of 1/4"HS Glass VAth.090'PVB Intedayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
G4 7/16'Laminated:(2)Lites of3116'HS GlassvAlh.o9T SG Intedayer DISTANCE AND SUBSTRATE REQUIREMENTS.
04A 9/16"Laminated:(2)Utes of IW HS Glass with.OSO'SG Intedayer
G5 1"Laminated I.O.:3116°T Exterior cap,318"Air Space+7/16'Laminated;(2)Lites or3116^HS Glass with.OW PVB Intodaycr 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
G5A I*Laminated l.0.:114"TExterior Cap+5116"Alr Space+7/16'Leminated;(2)Liles of 3119'HS Glass with.090"PVB Intedayer PRODUCT REVISED
G6 1'laminated LG.:3116'TExteriorCap+318"AlrSpace+7116•Laminated;(2)Liles of3'16•HS Glass with.09O'SG Intedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK. as eomplyfng with the Florida
G6A 1 Laminated I.G.174'T Exterior Cap+ti/16'Air Speca+7/16'Laminated;(2)Liles a(3H6'HS Glass with.09O•SG Intedayer PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS NOA-No. 17-0420.12
G7 7/16"Laminated:(2)Lites of3116"ANN Glass x7th.090"SG Intedayor DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS Expiratlon Date 02/17/2020
G7A 9116"Laminated:(2)I.9es o1`1/41ANN Glass with.090•SG Intedayer HEN USED SHALL BE DESIGNED TO PROPERLY TRANSFER
GB IV Laminated I.G.:3f16"T Extedor Cap+3/8•Air Space+7116"Laminated;(2)Utes of 3/16"ANN Glass with.090•SG Intedayor LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS By
G8A 1"Laminated I.G.:114"TExtodaf Cap+5116"Air Space+w16'Laminated;(2)Liles of 3116"ANN Glass with.090"SG Intedayer Miami- a Product Control
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
•ANN"=ANNEALED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
"HS"=HEAT STRENGTHENED
°T°=TEMPERED GENERAL NOTES.............1
"PVB^.�.090"TROSIFOLO BY KURARAY AMERICA,INC, EXAMPLE CONFIGS..........2.3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
'SG-=.09T SENTRYGLAS BY KURARAY AMERICA,INC. REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ANCHORAGE.....................6-14
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS
INSTALL DETAILS..............12-14 I I It III/
SEE TABLES 1,2 830N RATED FOR LARGE 8 SMALL NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
SHEETS 6,78 8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15.16 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY
PANEL/SILL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO P��,•' t 10ENSF
CODES/STANDARDS USED: CROSS SECTIONS............18,19 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF
•2017 FLORIDABUILDING CODE(FBC),6TH EDITION PARTS LIST.......................20
SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED = N0.58705
•2014 FLORDA BUILDING CODE(FBC),5TH EDITION EXTRUSIONS....................21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED .//}} _
•ASTM E1300-09 ='0;ti(
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. �O,- 9 Z/It_�_Iku
•;-
.ALUMINUM DESIGN MANUAL,ADM-2015
-A SC
5100-12 1070TECHNOLOGYDRM F-
•AISC 360-10 N.
�1),10046 0276' GENER,4L NOTESAND MAP '��c`315�,4ORIpf;.
sx o m o aae cERr oPAIrrR.a2920e SERIES 770 ALUM,SGD-LM IMPACT '7/,/�NAL 1�11�•
JR 04VVY7 C UPoATED TO FBC 2017,REVISED TABLES 1,2,3 8A mprruormoaxr [F�JT
w�e.+mk� sd`' — a'"ft. a'"" A.LYNN MILLER,P.E.
wm: rs.e:.as onsu anwttamrsx mz SGD-770 NT.ci 'l ^'22 PGTO130 C P.EJf 58705
JR !0/f0/f4 ^tea" r'FO
y �
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 aw pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 LVOWw a PER TABLES 1-3 1 CAN BE OXXXp.
2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION
Q s j OF ANY 2 STRAIGHT CONFIGURATIONS.
I 1 w Jc
MAX.UNIT w J4 i & MAX,UNIT ,3 / 9 / to i g a t 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT I e HEIGHT
PER TABLES 1-3 / i s PER TABLES 1-3 // / i "X"=OPERABLE PANEL,
Q g 0 o q "O"=INOPERABLE PANEL,
POCKET POCKET i n� "P°`POCKET [—DETAIL LETTER
—�\d---' —"T---� W-=WOOD OR METAL INSTALLATION
1-P 2-PANEL \"c"=CONCRETE INSTALLATION
GURATIONS 1 tc I 3 CONFIGURATIONS L—SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NO .PANEL WIDTH w ec NO .PANEL WIDTH qc DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 1 t3 3 R TABLES 1 3 1 U f PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
I j
13
? I
MAX.UNIT 13 19 19 1w 1 12�y MN G IZ c 19 19 t9 14 1 'p4N
HEIGHT 19 19 I 1s 9 ¢
PE TABLESI-3 / / / PE
I ZE ABLE 1-3
POCKET n y POCKET
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS PRODUCT REVISED
3 complylnp with the Fforlda
Id.9
CCodd
NOA-No. 17-0420.12
MAX.UNIT WIDTH MAX.UNIT WIDTH Explration Date 02/17/2020
NOM.PANEL WIDTH A c c NOM.PANEL WIDTH w A By
PER TABLES 1-3 t3 13 ,3 PER TABLES 1-3 t2 3 mlam-Da roduc control
c
I
1 c' ifi�l
9 ,9 19 19 c I t 3
a
c i o MAX.UNIT
MAX.UNIT 1 13 1 19 19 / 1 14 1 Zo C HEIGHT / ,s zd SEE
HE 1 13 t , 1 1s PER /°g ' / 20THIS
PER TABLES1.3 / / / / � iU TABLES 1-3 / � / SHEET. 11t1111111///
16
L� t
POCKET EXTERIOR
y 1 EER a : ��' UCEIJSF'•y.7,�1��i
5-PANEL CONFIGURATIONS \'- Jw C- 1 1};' No.58705 p '
t ,z CORNER,TYP. a 3
(OUTSIDE CORNER SHOWN, tit
INSIDE CORNER SIMILAR)
1070 TECICE,FL YDRNE r01' �i C� :cCORlop, •'
N.VENICE,FL 34276 EXAMPLE CONFIGURATIONS �,S
(941)460-1600 _ , S/ .•• ('j`\\
CERT.OFAITTH.p292B6 SERIES 770 ALUM.SGD-LM IMPACT' ''111�NAL l%0
JR p4VYf7 C NO CHANGES THIS SHEET.
anmer.a,%• er.Sen: oav»uonromn s�arbe,t sox.: sae
JR 10110114 ,w wc'�'sms �vm ® SGD-770 NTS 2 22 PG70130 pC A.
LYP.EJt 8705 p E
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","Jc","KW'OR"Kc"INSTALLATION.
NOM.PANEL WIDTH Ac c c EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 1 13 z 1a t pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
J`r I CAN BE OXXXp.
Jc
Jw Jc I
19 1 a 1a 2)90"R 135"CORNER CONFIGURATIONS CAN BE A COMBINATION
? is
s s 19 to i $o OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT I �
� m
HEIGHT, 1 1s is / 3)FOR NOM.PANEL WIDTH,SEE TABLES 1 .
96"OR 120" / / / / / I
10 �
"X"=OPERABLE PANEL,
POCKET j "O"=INOPERABLE PANEL,
P.
=POCKET
6-PANEL CONFIGURATIONS w
3 t2J
/f—DETAIL LETTER
MAX.UNIT WIDTH "c°=CONCREO EMETAL INSTALLATIION INSTALLATION
NOM.PANEL WIDTH cc SHEET NUMBER
PER TABLES 1-3
1 3 13 1 J
G J J I DLO WIDTH=NOM.PANEL WIDTH-7"
1 3 1e 19 1s o 1 t i DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
3 1s 1s t9 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
.MAX
HE 1 13 1 1a 1a 1 /
PER TABLES 1-3 �
/ / POCKET �
7-PANEL CONFIGURATIONS PRODUCT REVISED
1 1 13 13 as comp[yylns with the Florida ,
Bulldlns Co do
NOA-No. 17-0420.12
MAX.UNIT WIDTH Expiration Date02/17/2020
By
NOM.PANEL WIDTH t c 12 13 9c 2 Cc Mlam-Da roduct contro
PER TABLES 1-3 r___
L-K
t 19 MAX 19 19 19 19 19 18 HEIGHT 1 1s tsPERTABLE51� / ()'A" Nl0 NNS-PANEL CONFIGURATIONS
_ No.58705
0;< 1%AE(4)F7
1070 TECHNOLOGYORNE J0" ( •F<ORIDP,.•' C��
N.VENICE,FL 34279 EXAMPLE CONFIGURATIONS % �S' ....
(941)49 1000 /''"iS'ONAL LNG``•
x"N✓w• CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT
JR 041W17 C NO CHANGES THIS SHEET: co�woMnan7 sdeaawae ti.• en""o a..wxa A.LYNN MILLER,P.E.
a*-er u.ro: a"eva Pori+�+�+�i"- ® SGD•770 NTS 3 d 22 PGTO130 C P.E.p 58705
JR 10/i0/14 '�R1G1Q5 '�"'�O
GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A)
7/16"NOM. 7/16"NOM. 1"NOM.
3116"HS GLASS 3/16"HS GLASS 3116"HS GLASS-
- .090'PVB
.090"PVB .090"SG 3/16"HS GLASS
-
3/16"HS GLASS 4 3116"HS GLASS 74 3/8"AIR SPACE V314'�NOM.
3/16"T GLASS
82 82
83
EXTERIOR 3/4"NOM. EXTERIOR 3/4"NOM.
GLASS a GLASS 124.127 BITE BITE
EXTERIOR
80 80
79
54 54
66
7/16' MINATED GLASS TYPE G3 /16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9M6"NOM. 9/16"NOM. 1"NOM.
3/16"HS GLASS
1/4"HS GLASS 1/4"HS GLASS .090"PV8
.090"PX
.090" XG3/16"HS GLASS
1/4"HS GLAS 114"HS GLAS 5116"AIR SPACE 74
1/4"T GLASS PRODUCT
gREVISED
B2B283 as complying
ICongowith the Florida
NDA-No. 17-0420.12EXTERIOREXTERIOR 3/4"NOM. Ex ,ration Date 0211712020
124127 GLASSP BITE sy
EXTERIOR Miam-Da roduct Control
81et78 55
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE 135A j
III
ANY LYNjy
CENgF /y'
GLAZING NOTES: _;y} No.58705
;4NN"=ANNEALED -
"HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. -_' '
T"=TEMPERED ® f0707ECHNOLOGYORNE V.�
"PVB°=.090"TROSIFOL PVBBYKURARAYAMERICA,INC. :fir'•, s7A�p tl!\
N.ENI 8aL o275 GLAZING DETAILS %��''•'Z ORIDP,••'�� `
"SG"=.090"SENTRYGLO BY KURARAY AMERICA,INC. ...........
R"Br core Ra CERT.OFAUTH.A29296 SERIES 770 AL UM.SGD-LM IMPACT. � ''11 11`E`NG
JR 04NSH7 C NO CHANGES THIS SHEET. mvmmRremn sr...aa.e a� src am••.mra �' A.LYNNItiILLER,P.E.
�"Rr o.� oor�u9n�s 5� ® GOD•770 NTS 4 122 PGT0130 C P.EJt58705
JR 00110114
GLAZING DETAILS (G6, G6A, G7, G7A, G8&G8A)
1"NOM. 7116"NOM. 1"NOM.
3116"HS GLASS 3116"ANN GLASS 3116"ANN GLASS
.090"SG .090"SG
3116"HS GLASS 090"SG 3116°ANN GLASS
3/8"AIR SPACE 74 3116"ANN GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS 3116"T GLASS
82
83
83
EXTERIOR 3/4"NOM. 3/4"NOM.
t24-t27 3GLASS �I GLASS 124-127 GLASS
BITE BITE
BITE EXTERIOR
EXTERIOR (�I
GI 80 ��
79
79
54 55
55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
V NOM. 9116"NOM. 1"NOM.
3116"HS GLASS 3116"ANN GLASS
1W'ANN GLASS
.090"SG .090"SG
3116"HS GLASS &GLA
3116"ANN GLASS
5/18"AIR SPACE 74 1/4"ANN 6/16"AIR SPACE 74
1/4"T GLASS 1/4"T GLASS PRODUCT REVISED
82 as complying with the Florida
83 83 Building Code
NOA-No. 17-0420.12
124 127 3/4"NOM. EXTERIOR 124�127 3/4"NOM. Expiration Date02/17/2020
GLASS GLASS
BITE BITE layEXTERIORM10m1-Da Product Control
EXTERIOR
79
55 55
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A
\��111I n III}II7
' �\ � 40EN• � ��i
T¢; No.58705
GLAZING NOTES:
"ANN"=ANNEALED — I1
'HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. :�0�
T"=TEMPERED ® }979TECNNOLOOYDRIyE
"PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA,INC. N'�Si�j ano-}�276 GLAZING DETAILS ,�SS�O�ORIDt.NG\� `
"SG"=.090"SENTRYGIA9'BYKURARAYAMERICA,INC. ", i A/gLE ,�
a" e,: Deb: Ro'C' NO CHANGES THIS SHEET. CERT.OFAUIN.#29298 SERIES 770 ALUM.SGD-LM IMPACT 111 1 1 1 0
JR 04/D5/17 covrnmxroaon °i°""ROCi° '� 61p °1e1OgAb A.LYNN MILLER,P.E.
cw."e1-D"� PeT`NOfS1°ts•'"= ® sco-77D NTS 5 a 22 PGTO130 C P.E.#55705
JR 10710/14 nu wcxranesrnvm
0
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all Izes; Sill Height to Max.(+)DP
(for all approved configurations on Sheets 2&3) +60/-60 psf (Water Infiltration Rating)
For comer astragal anchorage on 90"or 135"comer units,see sheet 11 (Maybe Iimlted by Table 1A) SIII Riser Height (+)Design
Door Unit Height (Flat or Box,see Pressure,psf
Table applies to Glass Types 3, 60° 84" 80" 98" Sheet 17)
3A,5,5A,7,7A,8&BA and 69- LO 73-718"DLO 79-718"DLO 85-718°DLO see note 3
the Stile/Astragal Types shown Low-2-1/2"
below. Anchor Group Anchor Group Anchor Group Anchor Group Medium-3-1/4" +60.0
A B I C D A B I C D A B C D A B I C I Dk High-4" +60.0
HeadISill C4+1 C4+1 C4+1 C4+1 + 04+1 CA+1 C4+1 04+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 E NOTES 1-3
24" DL0 Jamb 8 8 6 8 8 8 8 8 8 B B 8 8 6 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8
c Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 04+1 G4+1 C4+1 I C4+1 04+1 04+1 G1+1 C4+1 C4+1 1 C4+1 I C4+1
3u, 11*DLO Jamb 8 8 8 8 8 8 8 B 8 8 6 6 8 B 8 1 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8
Head/881 C4+1 C4+1 C4+1 C4+1 C4+1 C1+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1
36° DLO Jamb 8 8 6 8 8 8 e 8 8 8 8 8 6 B 8 e �LIFNGTH
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+6 -�—
c Head/Siil C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C3+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
E 42" DLO Jamb 8 8 8 8 �7+87+82
8 8 8 6 B 6 8 B 8 0
.g P-hook 6+7 6+7 8+7 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 W Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 X COOH RATIO 2 1
46" DLO Jamb 8 B 8 B 8 8 B B 6 10 B B 8. =O6+7 6+7 6+7 6+7
FOR EXAMPLE ON USING TABLE,SEE SHEET 8.
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED),SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7"
3)4",3-1/4"AND 2-1/2"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= 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" as complying with the Florida
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Building Codo
NOA-No. 17-0420.12
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= Expiration onto 02/17/2020
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. By
Miami-Da roduct Control
Straight Astragal Lockstlie @ 90°Astragal Lockstlle @ 135"Astragal Lockstl le @
Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
SiandardStlles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle
Inside
Standard Astragal Outside Comer Outside
Outside Corner
Comir� ' '
`\itiluurrl/ii
Inside ��`.��•,• /yj���i�
ne Corner Outside a,•' LICEN,pF•.•(� j
Inside Corr Q-.
Corner
Part#60(Stile) Part U61(Stile) part#119(Out.) Part#61(Stile) Z* No.58705
Part#60(x2) Part#60 Part#60 Part#60 Part 11118(Corner Part#120(In.) Parts#31  Part#61
Part#67(Astragal) Receiver) (Corn.&Fxd Mount) 1 r
10707ECNNCLOGYDRIVE '�i�s '•:�,rORIDP,••••����
N.VENICE FL 34276 DP AND ANCHORAGE S G
f941J4E0.1000 ,,,.. '�7 NALir;\l``
.,"a m parrrmc CERT.OFAlllkB'292BB SERIES 770 ALUM.SGD-LM IMPACT
JR 04N6/17 C REVISED TABLE 1. FsH"axmt m�.: ar«e n.+eyae n"•: A.LYNN MILLER P.E.
ov""ar a,m: am: ncr��wc5 ® d
Jft 10/10/14 ,vtwams asaoarty SGD-770 NTS 6 22 PGT0130 C P.EJ158705
i
f
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601-60
For comer astragal anchorage an 901 or 135'comer uNts,see sheet 11 (May be limited by Table 2A)
Door Unit Height
Table applies to Glass Types 4,4A, 80" 84" 0" 95, 102" 108" 114" 120"
6,6A,7,7A,8&8A and the 69.7/8'DLO 73.718"DLO 79-7/8"DLO e5-718"DLO 91.718'DLO 97-7 8 LO 103.7/6'DLO 109-718"DLO
Stile/Astragal Types shown below. Anchor Graup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
A B 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
Head/Sill C4+1 C4+1 C4+1 C4+1 04+1 - + + +1 C4+1 C4+1 G1+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 04+1 C4+1 +1 04+1 G4+ C4+1 04+1 C4+1 04+1 C4+1 C4+1
24' DLO Jamb 8 8 8 8 8 8 8 '8 8 8 8 B 8 8 a 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-haok 6+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 8+9 8+0 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
HeadlSlll C4+1 G4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 D4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 CA+1 GI*1 C4+1 C4+1 04+1 C4+1 04+1 04+1 04+1 04+1 04+1 C4+1
30" DLO Jamb B 8 8. 8 8 6 8 8 B a 8 8 8 8 B 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 B+9 8+9 8+9 8+9 8+9 8+0 8+9 8+9 9+10 9+10 0+10 9+10 9+10 9+10 9+10 9+10
29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G1+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 li4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1
36' OLO Jamb 6 8 8 8 8 8 'B 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 819 8+9 8+0 8+9 8+9 9+10 9+10 9+10 9+10 BOO 9N0,9+10 9+10
c 35" HeadlSlll Ca+i C4+1 C4+1 C4+1 C4+1 Gi+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 CA+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 CS+1 C5+1'C4+1 C4*1
a 42• DLO jamb 8 8 8 8 8 8 8 0 8 a 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 6+9 8+9 8+9 B-9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 8+10
41" Head/S9l 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 G1+2 04+2 C4+2 CA+2 C4+2 C4+2 G1+2 CS+2 MI ET.C4+2 C4+2 CS+2 C5+2 C5+2 C5+2 CS+2 C6+2 GS+2 C5+2
48° DLO Jamb 8 8 8 B a 8 8 8 8 8 8 8 10 8 8 8 16 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10
P-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+3 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 8+1g 9+10 9«10
HeadlSlll G4+2 C4+2 CA+2 C4+2 C4+2 C4+2 lit+2 C4+2 C4+2 C4+2 C4+2 G4+2 CA+2 CA+2 C4+2 C4+2
54' DLO Jamb 8 8 8 8 8 8 6 8 10 8 910 8 8 8
P-hook a+1 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 Not available in these sizes
CA+2 C4+2 C4+2 C4+2 G1+2 G4+2 C4+2 CA+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2
60" pL" B 8 8 8 8 8 8 B 10 8 10 B 8 8
-vo6+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH=
NOTES: NOM.PANEL WIDTH-7"
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-112"SILL.POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL, TABLE 2A: DLO HEIGHT=
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Helghtto Max.(+)DP DOOR UNIT HEIGHT-10.125"
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH +
3)V,3-114"AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" SIII Riser Height = PANEL HEIGHT=
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Piet or Box,see (+)Design DOOR UNIT HEIGHT-1.866"
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psi = OI OH RATIO 21
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = O❑ PRODUCT REVISED
as complying with the Florida
Flush-1-1/2" see note 3 p
NOT RATED FOR WATER INFILTRATION. Building Code
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +46.67 NOA-No. 17-0420.12
Medium-3-1/4" +60.0
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Expiration Date 02/17/2020
High-4" +60.0
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE OH RATIO=OH LENGTH By
INSTALLED, SEE NOTES 1-3 OH HEIGHT Miam- a ro uct Control
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstlle @
Assembly Straight Astragal Assembly 90"Astragal Assembly 135°Astragal
Heavy-duty Stiles Heavy-dutyStlie Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty5tlle
Standard Astragal Outside C4
orner Outside
Inside
Outside Come
Corner
lnul
lnslde ,"Op1Y LYNN 77�ii
InsldeCor Corner Outside ` '� •''
�10ENgF'•,((
Corner Q';'' •,Ct`�%
Part#61(Stile) Part 1161(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#32  Part#61 _ *_
Part 067(Astragal) ) ,-A
Receiver) (Corn.&Fxd Mount)
1070TECHNOLOGYDRNE o^` K'-' S E C(J
N.VENICE,FL 94275 DPANDANCHORAGE '�6` '•. <ORIOP.••' �'c
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CERT OFAM..#29200 SERIES 770 ALUM.SGD-LM IMPACT ,��s!�i��N1AI L11ENG``�
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TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved conflgurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP
For comer astragal anchorage on 90°or 136°comer units,see sheet 11 - -- (May be limited by Table 3A) (Water Infiltration Rating)
Door Unit Height SIII Riser Height
Table applies to Glass Types 4,4A, 80" 84^ 90" 9 ' 102" 108" ( (+)Design
Flat ar Box,see Pressure,psf
6,6A,7,7A, 8&BA and the 69-7/8°D O 73.7/8"DLO 79-7/B"DLO B5.7/8"DLO 9-7/8"DLO 97-7/8"DLO Sheet 17) p
Stlle/Astregal types shown below. cup Anchor Group Anchor Group Anchor Group Flush-1-1/2" see note 3
A B C D A B C D A B C D A B C D A B C D A B C D Low-2-1/2" +46.67
Des nPressure +/-90,o r +-82.6psf +-6, si
17" Head/S81 C4+1 C4+1 C4+1 C4+i 'C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 G1+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 CA+1 04+1 C4+1 04+1 Medium-3-1/4" +60.0
24" DLO Jamb 8 8 B 8 8 8 8 8 8 8 8 8 8 8 B B 10 10 10 10 10 10 10 10 High-4" +90.0
P-hook 6+7 6+7 6+7 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 748 8+9 8+9 B+9 8+9 B+9 8+9 8+9 8+9 SEE NOTES 1-3
Dell n Pressure +/A0 f +/-82.5 psf +/-75.0 sf
33„ 23° Heetl/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C. C4+1 C4+1 C4+1 C4+1 C4+1 C4+t CA+1 C4+1 C4+1 C4+1 C4+1 Z!ALII C4+1 C4+1 C4+1 C4+1
DLO Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 '8 810 10 10 11010 10
6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 8+9 8+9 8+9 &+9 8+9 1 8+9 1 8+9
Design Pressure +/-90,0 f +1-82.5 psf +1-76.0 psf
29" HeadlSlll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 CS+1 C4+1 C4+1 C6+1 C5+1 C4+1 04+1 C5+1 06+1 C4+1 C4+1
" DLO Jamb 10 B 8 8 10 8 8 8 10 B 8 8 12 10 8 8 12 10 10 10 10 10 10 10
e 61mt 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+1 7+B 8+9 8t9 8+9 8+9. 8+9 8+9 8+9 6+9 8+9 8+9 8+9 8+9
E Design Pressure +/•90.0 psf +/-82.5 psf +1-76.0 pet OH LENGTH
Z 35" Head/SIII C4+2 C4+2 04+2 cA+2 C4+2 C4+2 C4+2 C4+2 C5+2 CS+2 C5+2 CS+2 CS+2 C5+2 C5+2 CS+2 C6+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 II--
42° DLO Jamb 10 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 T
P-hook 7+8 7+6 7+8 7+8 7+8 7+9 7+8 7+B 8+9 8+9 �8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 g+9 6+9 8+9 8+9 8+9 8+9 W
Design Pressure +1--90.0 psf See Note A ow. +/-82.5 psf +175.0 psf T OH RATIO 2 1 - f
41" HsadlSlll 06+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C5+2 C6+2 C6+2 +2 C5+2 Cfi+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 0 ❑ {
�" DLO Jamb 10 e 8 8 12 10 8 8 12 1 10 1 B e 14 12 8 B 14 12 10 10 14 10 10 10
P-hcok 7+8 7+8 7+8 7+8 a+9 8+9 8+9 B+9 8+9 8+9 B+9 8+9 9+10 9+10 t10 9+10 9+10 1 9+10 9+10 9+10 9+10 9+10 9+10 1 9+10
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 RATIO OH LENGTH
' = I
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT
2)WHEN USING THE 2-1/2°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER NOM.PANEL WIDTH-7"
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" PRODUCT REVISED
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as complying with the Florida
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= ng Code
NOA-
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" oa-No. 17.0420.12
Expiration Date 02/17/2020
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. .
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. By
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Mla I-Da roduct 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.
Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @ j
Interlock P-hook Assembly Straight Astragai Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile i
Heavy-duty Astragal Outside Outside Inside
Corner
Corner
n� \l\Ill tl rrl/
Inside \\�•7 QN
Coe Outside ENSFInsld Corner
Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) _ No•58705 Part#61(x2) Part#61 Part#61 Part#69(Astragal) Part#61' Part#118(Corner Parts#31 
Part#120(In.)
Receiver) (Corn.&Fxd Mount)
1070 TECHNOLOOYDRIVE » '•FL ORIOP f
N.VENICE,FL S278' DPAND'ANCNORAGE %S' •ORIO
lB4fl480-1600 ,o� �'s�CNAL ENN\1
a am rt"w.ne CERT.OFAUTH.N2e296 SERIES 770 ALUM.SGD-LM IMPACT 7
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NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE LREQU
AMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE IRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, ERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
KETS CLUSTER,SEE
THIS AND 48"NOM. DETAILS,SHEET 11 x
SHEET EE POCKET 10 P-HOOK x _ PANEL WIDTH x x x x x( ) r------_ x --(�AMB MOUNTING I x x x x `x x xxx 6"MAX'NSTALLATION, ADAPTER 6"MAX. (off � x x x x x xxx x x x �T�jHIS SHEET ANCHORS MIDWAY i o' L 3'MAX. xxSHEET 14 BETWEEN P-HOOK4 PAIRS OF
ANCHORS&AT 3" i °' x=FRAME x ANCHORS
FROM TOP& t Q: 14"MAX.O.C. o ANCHORS 96" (TOTAL8
BOTTOM i°I o UNIT 21"MAX- ANCHORS)
4.051" 8 MAX.TO OPENING i m I�I ' n o=P-HOOK HEIGHT O.C. PER JAMB
EDGE OF POCKET SEE I u�a I ' C ANCHORS
x SEEJAMB
MAX,O.C.
INSTALLATION I o¢ I I z DETAIL
DETAILS'Jc'&'Kc', i m i®i i°I m o=P-HOOK BELOW)
END PANEL SHEET 14&PART i ¢ ® MOUNTING
ANCHORAGE DETAILS'J'&W. 3"MAX. ADAPTER x x
24"MAX. (2 ANCHORS) SHEET 19 FOR j$ 4—F aJ Ilol�jL ANCHORS -
O.C. P-HOOK L_____6"MAX.
END PANEL
ANCHORAGE ANCHORS END PANEL . x' xx, xxx xx x x x xx xxx " x' xx xxx x/ 6"MAANCHORAGE(SEE
ANCHORAGE "� x' x x x x x �„+2, SKETCH BELOW)
(SEE SKETCH BELOW) "+2" "•2" "+2" ANCHORAGEAN
CENTERLINE 6"MAX.TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.M'
24"MAX. EXAMPLE:5-PANEL,2 TRACK,90°OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANELANCHOR EXCEPTION,"+11ANCHORAGEONLv: ANCHORS MAYBE ADDED
T— 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT AS NEEDED TO ALIGN THE
T QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 6-8: —c1usTERToBE— EXTERIOR HEAD OCCURS
SILL IFA SPLICE
48" CENTERLINE OF z9"O.0 oR LEss 21" OCCURS AT THE P-HOOK.
NOM. a INTERLOCK HEAD&SILL:B"MAX.FROM FRAME CORNERS.
PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE O� PRODUCT REVISED
SEE"C5"CLUSTER as complying with the Florida
WIDTH B
DETAILS,SHEET 10 TABLES,SHEETS 6-8 AT EACH INTERLOCK AND Building Code
cEarenuuEOFeuo rnr�.
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, NOA-No. 17-0420.12
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5,64"
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR Expiration Date 2/17/2020
"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24",OTHERWISE ANCHORS ARENOT
ADDITIONAL ANCHORS 24"D.C.MAXIMUM. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: By
3.5" 6"Mom' Miami-Da roduct Control
CENTERLINE JAMBS&P-HOOKS:6"MAX,FROM BOTTOM;21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR
OFPANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2_-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2"ANCHORAGE ANCHOR PAIR
REQUIRES SEE"C5"CLUSTER END PANEL
CENTERLWE CENTERLINE
•� "C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE j
DETAILS,SHEET 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) 8"
ie 4.051" '—I 3.5" I MAX.
EXTERIOR OF PANEL CENTERLINE
+2'ANCHORAGE OF PANEL 4C5NTERLNE "+2"ANCHORAGE CENTERLINE No.SB705 /
OF PANEL 5 -_
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 'O ' NA 8
1070 TECHNOLOOYDRIVE o1"'ro°OC '�0••'• Sty
E&F '••��� I
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(091)080.1600
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ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"D)AG.
INTERLOCK- J'-IF NEEDED INTERLOCK-( CONDITION,USE INTERLOCK I-IF NEEDED 2.04"_. 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 1
a
.6" 1'76' EXTERIOR B"DIA .
3.5" - 21"
IA 4„DI G MAX.
2.04" 2.04" O.C. ExTERIO2.04" 21°I5.64" Mom•
EXTERIOR "DIAG. 7" 3.5" O.C.
EXT�E7R,IOR 7„ EXT�EIRIOR 7
2-TRACK FRAME v 2-TRACK FRAME HEADISILL ` 2-TRACK FRAME HEAD/SILL 6"MAX'ASTRAGAL OR�HEADISILL
K (a�ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK 5.64"
WHERE 4 (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTERTRACK
ANCHORS 4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,-CB-) FRAME JAMB 6"MAX.
ANCHOR PAIR
ACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SP C TION 6"DIAG. FRAME JAMB.
INTERLOCKIF NEEDED INTERLOCK -i CONDITION,USE INTERLOCK IF NEEDED ANCHOR PAIR
CENTERLINE I CENTERLINE 1 06'CLUSTER DETAIL) CENTERLINE 3 5" 2.04"
3.5° 7
ANCHORS MAY BE INSTALLED
• 21" EITHER IN THE EXT.OR INT.
2,04" 4°DIAG, MAX. TRACK(INT.SHOWN)
a.os" 4.0a" G.C.
I 2.04" NOTES:
5.64" 1,ALL DIMENSIONS SHOWN
EXT�E 1R,IOR 7" EXTERIOR 7„ 4"DIAG. EXTEEnRIOR 3.5" ALLOWED BASEDAE ON MIN.
v 3-TRACK FRAME HEADISILL V ICE
3-TRACK FRAME HEAD/SELL V A 3. 6"MAX. 2.FOR HEAD NC SILL GE AT
3-TRACK FRAME HEADISILL LOCATIONS/ANCHORAGE AT
a ASTRAGAL OR INTERLOCK Cad ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9.
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB
ANCHORS ARE REQUIRED,"C4-) ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR PRODUCT REVISED
as camelying with the Florida
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR (FOR SPLICE FOR SPLICED Banding Codo
INTERLOCK-IF NEEDED INTERLOCK--4 (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITIONS ONLY: NOA No. 17.0420,12
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION e (ration Dat
Px 02/17/2020
CENTERLINE l CENTERLINE l "C6"CLUSTER DETAIL) CENTERLINE IF NEEDED _
6
�I �--- 3.5" 3.5" - - 15" 7 3.5° Mlaml-Dft Product Control
2.04" 4"DIAG. 2.04" 4"DIAG. 2.04wo
2.04" 5.37"DIAG.
4.08"
4"DrgG. I 2.
11111n1ttt77
EXTERIOR EXTERIOR EXTERIOR �\\�. N '�
n(� nn 7" 7' \` �.•'�ICENSF' �C��'�
`j 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEADISILL V 4-TRACK FRAME HEAD/SILL t
61)ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK >r i No.68705 —_
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"05°) WITH&WITHOUT SPLICE CONDITION ;BOO s )�TF
1070 TECHNOLOGYORNE 'n p 4!/
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19at/46o>eo9 ��
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2,04" 2•04" —' J INTERIOR 2.04" INTERIOR 2.04" "+1"ANCHOR
INTERIOR INTERIOR 7„
?4'DIAG. ?4'DIAG. 8.94"6.12" 6.12" 3.5" 3.5'
INTERIOR INTERIOR 7 INTERIO INTERIOR
90 3. " 90° ° 3. " 1 " 1 I _ CENTERLINE
EXTERIOR 1
EXTERIOR 4"DIAG. 4"DIAG. f•'—OFPANEL
3.5't
. " 4" 3.6" 3 5" "+2"ANCHOR
' 4,,. 4„
2.04" EXTERIOR 2 04• 7 2.04" EXTERIOR `1 2.04 EXTERIOR 8.94"
EXTERIOR
2.04"
90°CORNER 90°CORNER 135°CORNER 135"CORNER " 4"DIAG.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3 5" I
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE
ANCHORS ARE REQUIRED," ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"�L4D ANCHORS ARE REQUIRED,"C6") OF PANEL
4.08"
*R3.5-1
INTERIOR
XTERIOR 4.08" "+1^ANCHOR "+3°ANCHOR
INTERIOR 7.41"
7" 135" E E oR2.04" 4"DIAG.
3 1 3.54. 4.08" 7• 7"5.37"D AG. CENTERLINE
CENTERLINE I OF PANEL
3.5" 4 OF PANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR 7° 4., INTewoR ON ^+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT
EXTERIOR ALL
90°CORNER 135"CORNER VIEWS
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL 157
("C6"ANCHOR CLUSTER REQUIRED ("C6°ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. PRODUCT REVISED
as complying with tha Florida
Building Code
INTERIOR ..8.12" *5118
2.04" NOA-No. 17-0420.12
2.04" 3.5° Expiration Data 02/17/2020
CENTERLINE
4n EXTERIOR OF PANEL By
Miami-Dad
/�
INTERI Miami-Dod roduct Control
INTERIOR 90° 4" 3 5" "+3"ANCHOR
7„ 2.o4"
DA .
.6.12° 'DIAG. 6.12" �DJR
2.04" 4" 3.5"7" 4"DIAG. II�CENTERLINE �,���NY LYNIv
EXTERIOR 2.04" I OF PANEL �ICENSF••�(�
90"CORNER 135"CORNER
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL
C8 ANCHOR CLUSTER REQUIRED C8 ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEADISILL = No.58705
("_" ("—"
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR) =-0
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TECHNOLOGVORVE °�°� 730� OF �-`
2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.MICE,FT:34275 ANCHORAGE,EXAMPLE CLUSTERS ',CCS'•:c<ORIDP,.••'• �:
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)4e0•1600 rro" �i S/ NG
x° a rNrbn: CERT.OFAUTH.4=06 SERIES 770 ALUM.SGD-LM IMPACT '�/II�NAI IL t o,�
JR 04=117 C NO CHANGES THIS SHEET. romuoxre:nv ® smwxrofr. sar• �•a w•�a� rt•. A.LYNtJ MILLER,P.E.
�•*�mob, oc vd o•b rcrAo a ffs wc. SG ,, NTS °1 i d 22 PGT0130 C RE.n 58705
JR 10/10/!4 AL.mc/rrs nEsrnYID
i
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 SEETASLE A,SHEET 1 - SEE TABLE A,SHEET 1
2-1116"' 2-1/16"' NOTES:
EXTERIOR 114" 114" 114" 1.ALL DIMENSIONS
�L MAX, SHOWN ARE BASED
Y' SHIM EXTERIOR 6 r SHIM EXTERIOR SHIM ON MIN.ALLOWED.
I r 2.METAL OR WOOD
EMBEDMENT: T I t { r 41 SUBSTRATES MAYBE
SEE TABLE A, ---111 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 TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
$TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHE'ET 1
NOTE 3,SHEET 1 'DIAGONAL O.C.IS
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL)
WOOD INSTALLATION WOOD INSTALLATION �METAL INSTALLATION OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., • 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE AN*DISTANCE:
.,SEE ANCHOR SEE ANCHOR NOTES TYR,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABA. TE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
.SEE ANCHORANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEETNOTE 5, NOTE 5, THE METAL SUDSTRATE
1(114"MAX.) SHEET 1�" y SHEET 1
(1/4"MAX.) — — 1 (1l4"MAX.)EXTERIOREXTERIOR EXTERIOREMBEDMENT:SEE
TABLE A,SHEET 1
22-1/16"' �2-1/16"' EDGE DISTANCE:
E EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
E SILL
1 WOOD INSTALLATION Ew WOOD(INSTALLATION E SILL 3-TRACK FRAME.SILL �METAAL INSTALLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 as complylnp with the Florida
t Bulldiag Code
EMBEDMENT:SEE NOA-No. 17-0420.12
TABLE A,SHEET 1 —`I EDGE DISTANCE: Expiration Date0211712020
IV SEE TABLE A.
EMBEDMENT:SEE I METAL TYP., SHEET 1 By
TABLE A,SHEET 1 —.I EDGE DISTANCE: SEE ANCHOR Ntia -Da ro uct control
EDGE DISTANCE: O E TABLE A, NOTE 4,SHEET 1
2X WOOD SEE TABLE A, 2X WOOD C SE SHEET I
TYP.;SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR 2-1/16"'
NOTE 3,SHEET 1 NOTE 3,SHEET 1 SMS ANCHOR TYP.,
2-1/16"' SEE ANCHOR NOTES
WOODANCHORTYP., 2-1116"' &TABLE A,SHEET I
SEE ANCHOR NOTES WOOD ANCHOR
N TE9 MIN.OF 3 l l I l i f
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS \ Ny LY �i
&TABLE A,SHEET 1 EXTEAlOR BEYOND THE \. �0 ,....N!�
EXTERIOR D EXTERIOR METAL \ ��,•'• LICENSE �(�i
1/4"MAX.SHIM �^— f1 SUBSTRATE Q' t<`
v 1/4"MAX.SHIM —► Fes— 1K'MAX,SHIM Imo— =t1 No.58705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION �rlo
p 1070CHNOLOOYDRIVE a'O�°1' '� F. '((��
N.VEN7CE FL 3.1276 ANCHORAGE DETAILS <ORIOP,••'��\�`
/9or)49naso9 //,�CNAL
�� R CERLOFAVTH#29296 SERIES770ALUM.SGD-LMIMPACT ��,, „v
JR 04/DO/17 C r ,NO CHANGES THIS SHEET. rnammxrcmo spr"re[ saw awc o,.,.enN> a"e A.LYNN f.�I��-�R,P.E.
as SOQ770 NTS 12 22 PGT0130 C P.E.#i L'R
11 10/10114 ^� '��
I NSTALLATIO DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
TABLE A,SHEET 1 CONC ETE
PER TABLE PER LE PER TABLE ON MIN.ALLOWED.
A,SHEET 1 2-1/16"' 2-1/16"`
A.SHE T 1 A,SHEET 1 1/4"
:c•.t..,,t:. MAX.
1 DIAGONAL
EXTERIO ' ' V •'^ SHIM MIN 4"(HEAD&SILL)
11/14 EXT RIOR 1/4" EXTERIOR 10&11 DETAILS.SHEETS
EMBEDMENT
SEE TABLE MAX.
SHE 1 SHIM SHIM r'
PROP LY SECURED 1X CONCRETE ANCHOR TYP. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOO BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES'& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCH R NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HEAD E 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION f3c CONCRETE INSTALLATION Oc CONCRETE INSTALLATION
ONCRETE ANCHOR TYP., PROPERLY SECURED 1 CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1, TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
EE ANCHOR SEE ANCHOR SEE ANCHOR
TE 5,SHEET NOTE 5, NOTE 5, ^
1(1/4" SH ET 1� SHEET i� - 1
(1/4" AX.) ! (114'MAX.) s,..•:., F.' '� 1
1 EXTERIOR
RIOR t
EXTERIOR T• E T' - •i
�] CONCRETE
2.1/16"' 2-1/16"• �2.1/16 PER TABLE
EDGE DISTANCE: CONCRE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PERTABL SEE TABLE A,SHEET 1 i—��PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
ja 2-TRACK FRAME SILL ®0c 3-TRACK FRAME SILL 4-TRACK FRAME SILL
CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 --7 as complying with the Florida
i Building Code
EMBEDMENT:SEE I NOA-No. 17-0420.12
TABLE A,SHEET 1 �1 _1 EDGE DISTANCE: Expiration Date 02/17/2020
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
By
EMBEDMENT:SEE 1 ONCJCMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYR, SHEET 1 Ml i—Da
TABLE A,SHEET 1 —J TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR N07E 3, Miamiiroduct control
EDGE DISTANCE: NOTES&TABLE A, SHEET 1
OPERLY SECURED SEE TABLE A, SHEET 1
1 WOOD BUCK TYP., SHEET 1 2-1/16 ; 2-1/16"
S ANCHOR NOTE 3, CONC./CMU ANCHOR +
SHEET 1 _ TYP.,SEE ANCHOR
CON .1CMU ANCHOR 2-1/16°* PROPERLY SECURED ;? NOTES&TABLE A,
TY SEE ANCHOR 1X WOOD BUCK TYP., SHEET 1 CONCRETE
NO S&TABLE R SEE ANCHOR NOTE 3; CONCRETE OR CMU
SHEET 1 CONCRET SHEET 1 OR CMU EXTERIOR PER TABLE ��` 0,......-• �i,�
EXTERI R •'�, OR CMU EXTERIOR PERTABLE nn A,SHEE71 \�ta'� •''�1OENSF 7l�
n I PER TA E �nn� r` A,SHEET 1
V 1/"MAX.SHIM I�— A,SHE 1 V 1/4"MAX.SHIM I+ No.58705
1/4"MAX.SHIM I
2-TRACK FRAME JAM 3-TRACK FRAME JAMB D 4-TRACK FRAME JAMB =-a � �-�•7J������ -
Gc CONCRETE/CMU IN ALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION /�0 a S7 TE OP' ,.•����
10707ECICE,FL 42 ANCHORAGE DETAILS ,�s•'•F��R....
N VENfCE,FL 34276 �
R°wer o"w: newbre CERT.OPAIJTROV:8 SERIES 770 ALUM.SGD-LM IMPACT ��''S;�NAL I`�++��
JR 04/Ds/f7 C NO CHAf4GES THIS SHEET. �,yy omlr aaaa�xe — A.LYNN MILLER`,P.E.
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JR Z110/14 A[LR'GRlSAESEflVFD
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED ATALL 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 ze ANCHOR NOTES& TABLE A,SHEET 1 FOR ALL APPROVED
::j.i'•. - TABLE A,SHEET 1
SEE TABLE A, (ALSO SEE TYP. SUBSTRATES.
SHEE71 28 ILLUSTRATION,SHEET 9) :: 1-1/4"MIN.EDGE DISTANCE
DISTANCE:SEE EXTERIOR 3.SEE TABES 1 3,
TABLE A,SHEET 1 EMBEDMENT: \'' SHEETS 6 8 FOR j
REQUIRED P-HOOK
SEE TABLE A, ?.3;, ;; t:,;:, P-HOOK MOUNTING AND P-HOOK
28 SHEET 1 ;,,';?•.: ADAPTER CONC./CMU
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., fl ANCHOR TYP.,SEE
SEE ANCHOR NOTES V P-HOOK ":::•'-".:: ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE, TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS 4a P-HOOK FOR USE WITH ANY SILL RISER
JV 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 CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE
TABLE A,SHEET 1 CMU PER TABLE
MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES ;.`,.i:;.;:..`., ;''� A,SHEET 1
SUBSTRATE 28 &TABLE A,SHEET 1 �, r• ,.:r::,.,•.r.-, (ALSO SEE TYP.
EMBEDMENT: ;r r;•;,:;.•• PRODUCT REVISED
(ALSO SEE TYP. ILLUSTRATION,SHEET 9)
SEE TABLE A, .�•'r+•''�• as complying with the Florida
ILLUSTRATION, ;, Zg 8u11dIn8 Codo
EMBEDMENT: SHEET 9) SHEET 1 ;,�.;.•:•: ;,•.•• .:, r:; Noa-No. 17.0420.12
SEE TABLE A,
DGE DISTANCE:SEE m Explratlon Dat 0211712020
SHEET 1 TABLE A,SHEET 1 ' '• 1-1/4"MIN.EDGE DISTANCE 8y `J}
30 30 Minlnl-D a Product Control
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES R ANCHOR TYP.,SEE f L
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE v
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN.
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9)
®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS
w PARTS#19,#21 #23 O R#25, Kc PARTS#19,#21,#23 OR#25, `��� ' t tOENSF• �(��% j
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT No.58705
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY
I
1070 TECHNOLOOYDRIVE '••:,,<ATEOP„•''-
OF
N.VENICE,FL 34275 ANCHORAGE DETAILS % S
(MI)480-1600 r0.: �7/lS/O
y o.Is n"nsba: CERT.OFAVTll.09296HUT
SERIES 770 ALUM.SGD-LM IMPACT 7'I1 jN 11 1101,
JR 04A)5/17 C NO CHANGES THIS SHEET. aa+nvoxrewlr a.�+m� I — a..+"- 0.r.
om5r mra cn— mr. mrurousm¢.cp+c M A.LYNN MILLER,P.E.
JR 10/f0/14 uLwcxrsn5smvm SGD-no NTS i4 22 PGTOi30 C KEN 55705
1
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
HEADER DETAIL'A', MAX. NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS'AV&'Ac', WIDTH INTERIOR
SHEETS 12&13 1
NOTES; EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL fiN
PANEL CONFIGURATIONS AS `J0`
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'N R
PANEL HEIGHT AND WIDTH.SEE TYPE QS' 'AS' TYPE SHEET 19&CORNER
A' K ANCHORAGE SHEET 11
SHEETS 18&19 FOR SECTION NOM MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX. PANEL MAXHEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL ! WIDTH TYP. DLO PER M',SHEET 19
2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER I HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1 3 1-3
KEEPER(ITEM 103)AT FRAME JAMB
OR ASTRAGAL. A a JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE Cl7L 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X LX
'GW&'Ge,SHEETS 12&13
COMBINATIONS PER DP/ANCHOR
TABLES. 90, DLO WIDTH=NOM.PANEL WIDTH-7"
SILL DETAIL ID',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
'DW&'Oc',SHEETS 12&13
SILICONE HOT-MELT BUTYL
STRUCTURAL '
SILICONE STRUCTURAL SILICONE 3/18°NOM.
BY OTHERS POLYISOBUTYLENE 1/4"NOM. FOAM
WITH
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS
#8X1°
410 X 1-1/2" PH SMS PRODUCT REVISED
PH SMS .s complying with the Florid.
INT,GLASS INT.GLASS Building Code
NOA-No. 17.0420.12
tza KODISPACE 4SG TPS 12e SUPER SPACER®NXTTM Expiration Da 2/17/2020
BY �/
ALUMINUM Mlaml-D Product Contra
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
BUTYLENE 6116°NOM,
PANEL CORNER FRAME CORNER 5/i6°NOM. SEAL
BUTYL 8 SILICONE SEAL
DETAIL DETAIL DESICCANT ROLL-FORMED
FOAM STAINLESS STEEL
EXT.GLASS
Part# Description Material EXT.GLASS 011111111"
124 Kommerling 4SG TPS Spacer System `��DN• •• •IV
125 Quanex Super Spacer nXT with Hot Melt Butyl See this •.•' �tcENSF•,!�
Sheet(Or INT.GLASS INT.GLASS
126 Quanex Duraseal Spacer Materials No.68705
127 Cardinal XL Edge Spacer 1ze DURASEAL@ SPACER +2T XL EDGE"SPACER *__
REFERENCE TEST REPORTS:FTL-8717,8968&8970 J"D .
'0N ENICE,FL34276TECHNOLOGYDR� ANCHORAGE DETAILS/EXAMPLE ELEVATION 'o�Fs' °�GR1D?•..••' �.�
M41)460-IWO , ���7`7SI�ONAL E�G``•
n°..1nr. o° 6mw,x CERT.GFAUTM N29296 SERIES 770 ALUM.SGD-LM IMPACT T 1I r I i 1 1111`
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JR 10/10114 AILMGHM Ss D
CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
��'M',SHEET 19 OPERABLE JAMB DETAIL'03',SHEET 18;
r—INSTALLATION DETAILS.'Gw'&'Gc',SHEETS 12&13
HEADER DETAIL W,SHEET 18; MAX.
IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET INSTALLATION DETAILS'Aw'&'AC', DLO
SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS WIDTH JAMB DETAIL'GT,SHEET
DETAILS'GW&'Go', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&113 SHEETS 12&13 TYP 18;INSTALLATION DETAILS
SHEETS 12&13 90° ^l'GW&'Gc',SHEETS 12&13
w r
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PfIPE PANEL PANEL TYPE IO
'R' 'L' 'D 'A' TYPE TYPE z p INTERLOCK DETAIL
MAX. ,A, 'CS' 'QS' K MAX, 'M',SHEET 19
/ NOM. ! ! UNIT UNIT 90°OUTSIDE CORNER
PANEL HEIGHT SILL DETAIL NOM. ! ! HEIGHT
! PER ! PANEL / PER DETAIL'Ni',SHEET 19&
WIDTH TYP. D',SHEET SEE CORNER ANCHORAGE
MAX. PER SEE TABLES 18 MAX. WIDTHTYP. ! TABLES
DLO PER
1� NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 SHEET 11
HEIGHT �] SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR
X x SHEETS 12 �j a EXTERIOR NOM.PANEL
&13 X X X X
WO .. WIDTH TYP.
___ Q p PER TABLES
MAX.UNIT WIDTH I 1-3
SEE FRAME& --'y MAX.UNIT WIDTH
PANEL CORNER SILL DETAIL'D',SIiEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dw'&'De,SHEETS 12&13 EXAMPLE:90'OUTSIDE CORNER-XX=(2-TRACK)
JAMB DETAIL'11%SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW&
L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13�
1 HEADER DETAIL'C',SHEET
/// HEADER DETAIL 1 1 18;INSTALLATION DETAILS
J— AMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&W,SHEET 'B',SHEET 18; 'CW&'Cc',SHEETS 12&13
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION
'Hw'&'Hc',SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAIEELS'Bw•&'Bc', DETAILS'IW&'Ic',SHEETS 12&13 PRODUCT REVISED
SHTS 12&13 as complying with the Florida
MAX.UNIT WIDTH idi_ r--MAX.UNIT WIDTH ►1 Nng coao OA- 17-0420.12
Nw
Expiration Date 0211 W2020
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE Miam Dt ado roauct con roi
M. F' F' P. MAX.
MAX.UNIT NOM. o I NOM. UNIT
HEIGHT PANEL °z a j I PANEL I � HEIGHT
PER WIDTHTYP �� i ! / WIDTHTYP. / PER
TABLES MAX.! /SEE ' PER ! "sues I SEE MAX. PER TABLES
1-3 DLO NOTE 2, TABLES 1-3 o.a i —NOTE 2, DLO TABLES 1-3 1 3
HEIGHT SHEET 15 SHEET 15 HEIGHT
1l llllll/ ;
.� Y LY
'�•' licENs' Q '%ox X x ; x x x o �qC1 NNE
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;� EXAMPLE:XXXO SILL DETAIL T',SHEET 18; J =k: No.5.8705
3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS
EW&'Ec',SHEETS 12&13 Fw&'Fc',SHEETS 12&13 L( Ic J-y
1070 TECHNOLOGYORIVE a.ara x ��•.' ST TE O T C(/�
NjaNIIC,FL Bo34276 EXAMPLE ELEVATIONS %t�`sS•��ORIOP,.•'G
�� CERT.CFAUTH.#M98PUT
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o,an am: cnoa:a o°a: Pormomwam Z.770 NTS 16 v 22 PGTO130 C P.E.#58705
JR 10110114 ALLRfGH!]ALSFRVED
I
PANEL'S RIGHT STILE TYPE
SINGLE SINGE ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER
PANEL FIXED LOCKSTILE ASTRAGAL ASTRAGALBox OUT BOXIN EXT CORNER
INTERLOCK IN STILE W/HANDE BOX OUT BOX IN W/HANDLE W/HANDLE 9 WI HANDLE 9W/HANDLEE W RECEIVER
W/HANDLER 90 RECEIVER 1 W HANDLER 135 W/HANDLE R
#11
TYPES °� I� alzo m19 il61 a. N61 #11e aster 6 asp 1 1 f
SINGLE �" P F K L Tf? TQ TC TA TV TW
INTERLOCK rr le
OUT ® ® (/�� q^ //� /A� C
SINGE S ✓� ! A �/ C /C VQ SC SA VV SW
INTERLOCK
IN pf.��� (9oxour (eoxwl {1�-.- pp--• p�-.�-• �/q��
'STILE �� RR 1 • S ! ® 1 C / V FY Y
A fTOXOM maxwl
LE
WI HANDILE D I VI
v Box«m maxim
LLI ASTRAGAL I PANEL NOTES:
a BOX OUT
` W/HAND LR
moxoun 1.SEE DP TABLES 1-3,SHEETS 6-8-FOR PANEL
ASTRAGAL Ejj�fA SIZES&DESIGN PRESSURE.
BOXIN 1 d LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
LU W/HANDLE (Box" PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
J EXTERIOR
�--. ASTRAGAL T I I STILE � STILE AND ARE NOT AVAILABLE.
(� .Box Dut • 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
/0OXOUO teoxotal '(#61),CORNER RECEIVER(#118)AND EITHER
I P
AGAL REQUIEMENTSPANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES ANDRAG EXTERIOR(#119 OR INTERIOR(#120)CORNER
LL AST BOXIN )T Cd APPLICABLE STILE/ASTRAGAL ASTRAGALS.
J "ox0+1 0oxw, 4.135"ASTRAGALS TO USE HEAVY-DUTY STILES
J NER
(#61)AND CORNER ADDON(#31).
90 LOCK
W/HANDLE T CI
.232"
Lu EXT CORNER SILL RISERS OPTIONS 232•
90 LOCKSTILE (/,'/� �/,�/
WI HANDLE#11g —"T S --►{-+— .232" �� EXTERIOR PRODUCT REVISED
,232" I I EX ERIOR ,p6p"
EXT CORNER 8I6I1,`��.{ EXTERIOR ,062' as Bind. Plylnp with the Florida
00 RECEIVER ( _T / _� E R J� 11 .062„ 4.O6fi" OAN CCodd
W/HANDLE llg vV V 2.555" 3.305° NOA-No. 17-0420.12
INT CORNER 067 T ^ ®F 1S6T Expiration Date 02/17/2020
90 RECEIVER S 'p62° �
W/HANDLE((((((,, ����m mi i�
#110 SILL RISER,FLAT SILL RISER FLAT . -ba Product Control
EXT CORNER CF - FLUSH 1- 2FLAT' 2p LOW,2 1E2"FLnT 22 MEDIUM,3-1/4" 24 HIGH,4'
90 RECENER
61 —�
EXT CORNER N31 750" Imo_ •750'
135RECEIVER VT VS VI^— EXTERIOR
W/HANDLE #61/1 Z.71o' EXTERIOR .062'
/� EXTERIOR INT CORNER #31 WT WS {/ F Gl� .906" OB2' 4.055",
35 HANDLER .062' 3.305WI HANDE p61 .082" ��%lll ll l!!///
tJCENyF.�CC
A 44L I
19 SLUSHILL 21 SILL RISER,BOX 23 SILL RISER,4OX 25 SILL RISER,BOX yt No•58705 0 NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 ^per'. 11-90rE
��`
1070 TECHNOLOOYDRIVE o.+,k�:
PANEL TYPES FS f4ORIDI .',.
N.VENICE,FL 34275 i, S G`
941 48d•1600
e—JR"" o"m rt' CERT.OFAUTH.#29298 SERIES 770 ALUM.SGD-LM IMPACT )lilt
JR 04N5/f7 C NO CHANGES THIS SHEET. s,n„n+,ek smz 1
covrwcMoal+r A.INN MILLER,P.E.
oa"„ar. oero: 0,oaio• mrwousmieamc. ® SOD-770 NTS177 ,1227 PGT01. C P.EXMIN705
JR 10/!0/14 .u�warrts8esatVEo
ASSEMBLY DETAILS
108 FULL PANEL JAMB LENGTH
(SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS)
- OR 81 105 -
LOC K PART 17
FULL LENGTH 14 75&107-110
14 106 OFJAMB 5 G3 600R 61 18 5
so OR 81 60 OR 61 2-TRACK JAMB
G1
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
6"LONG CLIP#1 55 WITH FOR FIXED
t06 @ W/RETAINER#106 OPERABLE ao LOCKP PART
PANEL CLIP
113 MIDSPAN (SHOWN WITH PANEL)
FIXED PANEL TO LOCK PA SEE DETAIL G2
5 THE INTERIOR) EXTERIOR 109 113 75 8 107�;0 103 FOR FIXED 6 95.
EXTERIORPANEL CLIP
151121617
123 FULL LENGTH W 4p G4 60 OR 61 R
#t0 X.X OF JAMB 2-TRACK JAMB 2-TRACK JAMB 5MTERIOR EXTERIOR T g—RIOR 5
sMs,X 3 CLIP#80 OR#105 61 52 WI SCREEN `v/ V
6"LONG W/RETAINER#123 3-TRACK JAMB 3 TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
oe 80 (SHOWN WITH Ht (SHOWN WITH H2 (SHOWN WITH It (SHOWN WITH 12 (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR
IV EXTERIOR
121 SEE DETAIL ON SHEET 16 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15
2
112 fEXTEIRIOR
4
45 5 �39 H 5 113 5
52 51 69 69
EXTERIOR
EXTERIOR 53 a
PRODUCT REVISED
as complying with the Florida
Buildin2--TRACK W/SCREEN 3 TRACK 4-TRACK MAX.UNIT NOA-Ng Coda
SHOWN WITH NOA-No. '17-0420.12
OPT.SCREEN FRAME HEAD eFRAME HEAD C FRAME HEAD HEIGHT PER
TRACK TABLES 1-3 Expiration Date 02/17/2020
By
Miam-Dade oduct contro
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 s
EXTTE�RIIOR 112 S 113 113 \`l I I II I I II I"I
Q�'•.• LICENSE'•.
FRAME
RAME SILLFRAME SILL FRAME SILL =*r'
No.58705 �
'ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
-
1.3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. :gyp
10707ECHNOLOGYORIVE aV°a°i' �C� '40 DP•,•'••
N,WNICE,FL=75 VERTICAL SECTION DETAILS �',SS • R�•' G��`
n.JR e r. NO CHANGES THIS S w(r lx ®
7 ZONAL St""
awa CERT.OFAUTH.01099 SERIES 770 ALUM.SGD-WINDOW-LMl 7IIIIIIII1'
a.0*41007 Ca HEET. A.LYN MILLER P.E.
T0129 cC P.EJ 68706mJRor10
1112014 a: OD770.1— NTS 1 18 1 22 1 PG
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 118
*�EXTERIQR
26 7
30 11 113
27 63 103 62 111 63 60 OR 61
60 OR 61652a 14 120
65EXTERIOR 111 62 90° EXTERIOR
EXTERIOR INTERIOR EXTERIOR
ID
T?
EXT..OR INOTR FLAT.MOUNT)SILLS
eK EXT.MOUNTR BOX ON Y ILLS (� 90° T INTERIOR
LOCK PART LOCK PART `r• LOCK PART fiD OR 61
75$107-110 75 8 107-11 61 75$107-110 5 .
INTERLOCK
14
N3
n�E—RfOR
60 %��TERIQ.
61 118 5
113 113 ITEM#81(HEAT-DUTY
- EXTERIOR 7 STILE)SHOWN,ITEM#60
67 , 113 103 119 V (STANDARD STILE)ALSO
STANDARD ASTRAGAL#67 HEAT-DUTY ASTRAGAL#68 90°OUTSIDE CORNER 80°INSIDE CORNER APPLICABLE SEE TABLES
EDP
Lt WITH STANDARD STILES#60 L2 WITH HEAT-DUTY STILES 461 N1 2-TRACK SHOWN N2 2-TRACK SHOWN 1-3 SHEETS FOR IT
(PSF)ASSOCIATED WITH
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES.
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN)
4 INTERIOR PRODUCT REVISED
as complying with the Florida
31 OCK PART Building Codo
75&107-110 NOA-No. 17-0420.12
4 INTERIOR Expiration Date /17/2020
5 4 INTERIOR
135° 5 By
Mla - a ro nc Contra
11
7
135°
14 5
61 32 103
61
32 �EXTERIOR 61 \``11111�111/j77
LOCK PART 31 103 61 EXTERIOR 11 7 5 `���'� •'•y1GENgF �(�7��
75&107-110 1a 135°INSIDE CORNER
02 2-TRACK SHOWN No.58705
®135°OUTSIDE CORNER
01 2-TRACK SHOWN ^cl•; N ,Cl
k
10707ECHN0L0GYORNE �O�Ct� �ORIDP•.•'• \��
N•011 6116914
175 HORIZONTAL SECTION DETAILS,CORNERS /ONAL NO CHANGES THIS SHEET. ENG`\`
R M o.w x°sran CERC OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT '1I11 n i l 111
JR O1N5/17 C
mrrarxroaalr s°lewoe.c �+"�' a^'� rm,: A.LYNN MILLER,P.E.
M:0°m: caxmx+rwnusrwc4m ® scD-no NTS 19•°122 •PGTO130 C P.E.858765
JR Z110114 nuxm+rsn,:oo+✓ev
Item PGT PGT# Description Item PGT PGT# Description NOTES:
Dw .# Dwg.# 1)ALL ALUM INUM=6063-TB
1 17308 017308 2-TRACK HEAD 00 17325 017325 PANEL STILE - -
2 17303 017303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 017326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33.39,56-59,66,78,84-99,
3 17309 '61T309 3-TRACK HEAD 82 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312- 617312 4-TRACK HEAD 63 1225 M248 VINYL BULB WSTP.--THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 017314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD i
6 17317 617317 FRAME HEADAAMB ADD-ON 05 17328 017328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 17304 017304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3/16"MASONRY
8 17301 017301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX.O.C.
9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION QNJEGTKIN MOLDED)
11 1"13 617313 FRAME SILL TRACK INSERT Ti 1095 71695 1-1/2"X 1°X3/4°HIGH FIN SEAL DUST PLUGS
• 12 17316 OIT315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 T8153X TANDEM ST.STL ROLLER ASSY.
13 17316 617310 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
15 17302 017302 2-TRACK JAMB WITH SCREEN RAIL T5 8165 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
16 17308 017308 37RACK JAMB 76 71032XIFPFX R1032 X I"FL.SS SCREW W/TYPE T"TIP
17 17311 617311 4 TRACK JAMB 77 7103239 1032 STEEL 7JNC U-NUT
18 17322 817322 SILL RISER-FLAT,FLUSH,i-1/2" 79 17357 817357 V IG BEAD
19 17,319 C17319 SILL RISER-BOX FLUSH,1-112" BO 17359 617359 Tits"BEAD I FDED PANEL CLIP 1
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2" 111 17360 617360 9/16"BEAD j
21 17318 8 7318 SILL RISER-BOX LOW,2-W" 82 1224 BTP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4° 83 61745 1745 LOWE INC.,VT X1116"SGL SIDE ADH.TAPE,POLYETH.
23 17354- 617354 SILL RISER-BOX MEDIUM,34/4" 100 6052 48052 ROLLER ADJ.HOLE PLUG
24 17323 OIT323 SILL RISER-FLAT,HIGH,4" 101 72037 RMB BUMPER
25 1732D 617320 SILLRISER-BOX HIGH,4" 102 1096 71696 DUST PLUG
26 17333 617333 POCKETP-HOOK 103 8186 78186X PKEEPER
27 7070 87070 NEOPRENE BULB VJSTP FOR P-HOOK 104 653 7SOKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 017344 FD(ED PANEL CUP-6"LONG
29 17335- 017335 P-HOOKCOVER 100 17352 617352 FD4=D PANEL RETAINER-SM6"
30 17348 617348 POCKET P-HOOK FOR BOXRISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
31 17378 017378 135CORNER 108 1740 71740 HANDLE KIT-RAISED EXLERIOR HANDLE
32 17378 1 017376 135 FIXED MOUNT 109 1731 1 78162SN HANDLE KTT-RECESSED INTERIOR WITH THUMSTURN PRODUCT REVISED
ITEMS 4053 ARE SCREEN PARTS: 110 1732 1 78178 HANDLE KIT-RECESSED EXTERIOR PULL as complying with the Florida
.40 4319 012258 SCREEN SIDE RAIL-LOCKSTLE III 710)04PPSDAX#10 X3/4"PH.PH.TEK-S.S. Building Code
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP,.270 XA70-FIN SEAL NOA-No. 17.0420.12
42 41818 SCREEN KEEPER SPACER SET 113 1712 84066 .107"X230"FNSEAL Explraticn Date 02117/2020
43 Si52 6B162 SCREEN INTERLOCK ADAPTER 114 710X715PPX 010X1412" BY
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710)?PT N10 X 1" Miam-Da roduct con rot
45 4317 612258 SCREEN TOP RAIL 118 720XIX #W20X1°S.S.
46 4318 612257 SCREEN BOTTOM RAIL
117 720X712X #14-20X1-112°5.6.
47 668 7SRAZ STANDARD ROLLER 118 17338 6IT338 90 DEGREE CORNER RECEIVER
48 808 7SRAX STANDARD ROLLER-ST.STL 119 17331 017337 90 DEGREE OUTS mE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 1 617352 FDtED PANEL RETAINER,7/8"
51 1692 61692 SCREEN SPLINE-.165° 11111t 1117//!/r ii
52 1694 61694 SCREEN SPLINE-.150° t
53 81818C20 SCREEN CLOTH "" l
54 7125 1!2"X4°X7116"SET.BLOCK,NEOPRENE 85+/S ��\�� •yICENS• �(
Q�' F
55 1726 1"X4'X1/18" BLOCK,NEOPRENE 85+1S '•�
�.: No.5871057
1Y
=�0` i
10707ECHNOLOGYDRNE °ial'°'T i��� ''•1/ORIOP:.•'•
H'(94 j a sw 76 PARTS LIST l�'16'ONA�iENC`���
aR os� anw.w: cERr.or•ADTH g2B29e SERIES 770 ALUM.SGD-LM IMPACT
JR 04/OSH7 C NO CHANGES THIS SHEET.
o,c"n sr,ma: an°a"e de" �rw ismrn�x we ® ° _N � a 22 � A.LY.E.066 05 RE
JR 10N0114 utwcReaesmvm soD77o NTS 20 22 PGTOi30 C P.E.#5e7D5
i
5.069" 8.562" �� 1.36"
0.080" 1.36"
-y 1.872"
TFT1.211" 1.505"
y 0.081" 0.062" -• 1.019"
_"w
0.081" 02-TRACK HEAD -L 1s 4-TRACK SILL 0.081" -�
(6063-T6 AL) (6063-T6 AL) SCREEN
40 STILE
6.198" (6063--T6 AL)
6.198" � 6.528" -"-I 5.069"
0.080' -f 1.045"
1.211 1.505"
" �
1.993" 0.062"
0.081" O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL
(6063-T6 AL) (6063-T6 AL) 11 14 (-TRACK JAMB as TOP RAIL
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRACK JAMB W/
6.221" 75 SCREEN TRACK
0.080" (6063-T6 AL)
nT1
1.211" 1.505" 0.875"
_L I I 1.993"
0.062"
0.081,
0.081" O3-TRACK HEAD O2-TRACK SILL WI SCREEN TRACKL
(6063-T6 AL) (6063-T6 AL) SCREEN
OTTOM
4s B RAIL
9 142„ (6063-T6 AL)
4.49" 0.081"
0.080"
-� PRODUCT REVISED
FF
TT77 1 211" 1.505" 7.106" as Building Codowith the Florida
NOA-No. 17-0420.12
9.141" Expiration Data 02/17/2020
0.081" O4-TRACK HEAD O2-TRACK SILL
(6063-T6 AL) (6063-T6 AL) By
Minm-vVer Product control
0,060"
-►1 1,514" 0.062°
1.260"
0.532" 0.760"
y 0.060" } 1.516" 1 1,990" ``lilllillliii
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN �``�O,,.....,,
ADD-ON 12 ADD-ON 1S END ADD-ON 1s 3 TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _3}; No.5870E
OR 3116"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB -
6063-T6 AL r }
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. ( ) ='A '., "[,�)o l p'�
SrA
1070 TECHNOLOGY DRIVE A TRUS���S ��CCS ••�<ORIOP,, ����
VEMCE,FL 34Z76
P41)480-1600uF
„k //7/S70N4L ENG``•
a°�: ✓>e CERT.OFAUIH.#29296 SERIES 770 ALUM.SGD-LM IMPACT
✓R 04/0W17 C NO CHANOES THIS SHEET.
cormrcxrnnv svae b10'r' A.LYNN MILLER P.E.
om"nnr.o . cn°a"ec,am". eorixcusm 91,t
JR 10110114 ALLR�cHl56[SERV[D SOD-770 NTS �� °�22 PGTO130 C P.E.#58705
0.718" 0.83" 3.802"
I 2.304"
2" � 3.802" ---I
� 0.752"TO
{ �
'' I0.574" 0.796" 1.163"0062" 0.080" 0.062" 10.264" E 0.075" 0.233" .082"
OFRAME SILL P-HOOK MOUNTING P HOOK SCREW
SCREW COVER 1t TRACK zft P-HOOK 28 ADAPTOR zs COVER 0.080" 80 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" ► 4"
0" 1488".
1.73 9" ►1
0.062" 0 0.133" 0.062"
T 0,8301, 1.
O80" 1.6 1.600 870" 1.888" -11
016" .
0 325".974
3.125" 3.125" 0.062"-
INTERLOCK INTERLOCK
31 135°CORNER a2 135°FIXED MOUNT 6o STANDARD STILE 81 HEAVY DUTY STILE OER OSCREW COVER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPT
(6083-T6 AL) (6063 T6 AL)
3.979"
3.979"
4.125"
1.645"
H0.075" I 1.0 50" - 1.050" Jb1 III
1.050"
0 :Z4 -9 5 F-
.075"
. 0.062" 1.04" 28�04 .6r!:�l
485"
qTL--
F - 3.25„
0.125"" 0.281" 45" ,045" 4
GLAZING 7/16"GLAZING 9/16"GLAZING
67 STANDARD ASTRAGAL 6s HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 7a 80 et PRODUCT REVISED
6063-TB AL ( ) ( ) BEAD I.G. BEAD,FIXED BEAD as complying
( ) 6063-T6 AL 6063-T6 AL 6083-TB AL PANEL CLIP 6063-T6 AL ewith the Florida
( ) ( ) Building o
(6063.76 AL) NOA-No. 17-0420.12
1.003" A2.826"
Expiration Date 02/17/2020
4" By
5.621" Mlam-Datl rotluct Control
D.757" �0.080�
0.050"
OFIXED 2.8 0,133"
105 PANEL CLIP 0.709" 1 498" ff;7
1.498"
(6063-T6 AL)
80"
.650" --�i 0.863
4"
��0.709"fff 123 RETAINER.PANELFIXED 5.621" 1p0 90°INSIDE CORNER ASTRAGAL .� Ny LYNI)/7j'��.,�
0.080"-III•- t (6D63-T6 AL) its 90°OUTSIDE CORNER ASTRAGAL (6083-T6 AL) ��•''........
FIXED AN L 110 90°CORNER RECEIVER O(8063(6 AL)
tos RETAINER,9116" (6063-TB AL) _ No.68705
(6063-T6 AL) _
107OTECNNOLOOYORNE1b� ��O•• S7ATE0
N.V NICE,41),18 4600FL 5 EXTRUSIONS �i��'' 'P<ORIOP.••'\�
,,,� o a. CERT.FAUTN.OY0Y00 SERIES 770 ALUM.SGD-LMIMPACT �'!SS,70NALENG���
JR 047051f7 C NO CHANGES Tits SHEET. COPVIV Q=7 sKwnm.c ao+° see a•"+nu° w. A.L`If1 WILU P.E.
a"»"or o"n, cn"amo.a,me varwammies vra ® SGD-770 NTS 22 a 22 PGTO130 C P.E.450705
JR 101101t9 nuwosrsnsewveo