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Product AoDroval Menu > Product or Application Search >Application List>Application Detail.
FL # FL251-R30
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. AF
by the POC and/or the c
Comments
Archived ❑
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941) 486-0100 Ext 2:
druark@pgtindustries.a
Authorized Signature ]ens Rosowski
jrosowski@pgtindustrie:
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 2:
jrosowski@pgtindustrie:
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door As
Compliance Method Certification Mark or Lis
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 4/2/2019
Florida Building Code Online Page 2 of 5
Certification Agency Miami-Dade BCCO - CEI
Validated By Miami-Dade BCCO - VAI
Referenced Standard and Year (of Standard) Standard
TAS 201, 202, 203
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/30/2018
Date Validated 06/01/2018
Date Pending FBC Approval
Date Approved 06/11/2018
Date Revised 03/19/2019
Summary of Products
FL # Model, Number or Name Description
251.1 SGD - 670 (Non-Impact) Aluminum Sli
Limits of Use Certificatior
Approved for use in HVHZ: Yes FL251 R30
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: No 04/07/2020
Design Pressure: N/A Installation
Other: Please see Miami-Dade County Notice of Acceptance FL251 R30
(NOA) for product performance information, anchorage Verified By:
details, and anchor type, size, and spacing information. Created by I
Evaluation I
Created by I
251.2 SGD - 670HP (Non-Impact) Aluminum Sli
Limits of Use Certificatior
Approved for use in HVHZ: Yes FL251 R30
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: No 03/24/2020
Design Pressure: N/A Installation
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 4/2/2019
Florida Building Code Online Page 3 of 5
Other: Please see Miami-Dade County Notice of Acceptance FL251 R30
(NOA) for product performance information, anchorage Verified By:
details, and anchor type, size, and spacing information. Created by I
Evaluation I
Created by I
251.3 SGD - 680 (Non-Impact) Aluminum Sli
Limits of Use Certificatior
Approved for use in HVHZ: Yes FL251 R30
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: No 03/18/2019
Design Pressure: N/A Installation
Other: Please see Miami-Dade County Notice of Acceptance FL251 R30
(NOA) for product performance information, anchorage Verified By:
details, and anchor type, size, and spacing information. Created by I
Evaluation 1
Created by I
251.4 SGD - 770 (Large Missile Impact) WinGuard Alt
Limits of Use Certificatior
Approved for use in HVHZ: Yes FL251 R30
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: Yes 02/12/2020
Design Pressure: N/A Installation
Other: Please see Miami-Dade County Notice of Acceptance FL251 R30
(NOA) for product performance information, anchorage Verified By:
details, and anchor type, size, and spacing information. Created by I
Evaluation I
Created by I
251.5 SGD - 770HP (Large Missile Impact) WinGuard Ali
Limits of Use. Certificatior
Approved for use in HVHZ: Yes FL251 R30
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: Yes 03/24/2020
Design Pressure: N/A Installation
Other: Please see Miami-Dade County Notice of Acceptance FL251 R30
(NOA) for product performance information, anchorage Verified By:
details, and anchor type, size, and spacing information. Created by I
Evaluation 1
Created by I
251.6 SGD - 770HP (Small Missile Impact) WinGuard AIS
Limits of Use Certificatior
Approved for use in HVHZ: Yes FL251 R30
Approved for use outside HVHZ: Yes Quality Asst
Impact Resistant: Yes 03/24/2020
Design Pressure: N/A Installation
Other: Please see Miami-Dade County Notice of Acceptance FL251 R30
(NOA) for product performance information, anchorage Verified By:
details, and anchor type, size, and spacing information. Created by I
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 4/2/2019
Florida Building Code Online Page 4 of 5
Evaluation 1
Created by I
251.7 SGD - 780 (Impact) WinGuard Alt
Limits of Use Certificatior
Approved for use in HVHZ: Yes FL251 R30
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: Yes 08/02/2022
Design Pressure: N/A Installation
Other: Please see Miami-Dade County Notice of Acceptance FL251 R30
(NOA) for product performance information, anchorage Verified By:
details, and anchor type, size, and spacing information. Created by I
Evaluation I
Created by I
251.8 SGD-2500 (Non-Impact) Aluminum Sli
Limits of Use Certification
Approved for use in HVHZ: Yes FL251 R30
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: No 05/22/2019
Design Pressure: N/A Installation
Other: Please see Miami-Dade County Notice of Acceptance FL251 R30
(NOA) for product performance information, anchorage Verified By:
details, and anchor type, size, and spacing information. Created by I
Evaluation 1
Created by I
251.9 SGD-5470 (Non-Impact) Vinyl Sliding
Limits of Use Certification
Approved for use in HVHZ: Yes FL251 R30
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: No 04/21/2021
Design Pressure: N/A Installation
Other: Please see Miami-Dade County Notice of Acceptance FL251 R30
(NOA) for product performance information, anchorage Verified By:
details, and anchor type, size, and spacing information. Created by I
Evaluation I
Created by I
251.10 SGD-5570 (Large Missile Impact) Vinyl Sliding
Limits of Use Certification
Approved for use in HVHZ: Yes FL251 R30
Approved for use outside HVHZ: Yes Quality Assi
Impact Resistant: Yes 04/14/2021
Design Pressure: N/A Installation
Other: Please see Miami-Dade County Notice of Acceptance FL251 R30
(NOA) for product performance information, anchorage Verified By:
details, and anchor type, size, and spacing information. Created by I
Evaluation I
Created by I
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Florida Building Code Online Page 5 of 5
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Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399
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Under Florida law,email addresses are public records. If you do not want your e-mail address release
mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questic
(1), Florida Statutes,effective October 1, 2012,licensees licensed under Chapter 455, F.S. must pros
emails provided may be used for official communication with the licensee. However email addresses a
please provide the Department with an email address which can be made available to the public.To
click here .
Product Approval Accepts:
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d
MIAMFDADE MLAMI—DADS COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive,
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER—
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County)and/or the AHS(in areas other than Miami-Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"770—HP"Aluminum Sliding Glass Doors w/Reinforcements—S.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD— S.M.I.",
sheets 1 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed
and sealed by A. Lynn Miller, P. E., bearing the Miami--Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product
Control Section.
MISSILE IMPACT RATING: Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami—Dade County Product Control Approved",unless otherwise noted
herein.
RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 16-0629.08 and consists of this page I and evidence pages E-1,F,-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No.17-0420.14
MIAMMADE COUNTY Expiration Date: March 24,2020
' q 22 w t'? Approval Date: October 05,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 1
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated
04/03/17, signed and sealed by A. Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated
02/15/16,06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega,P.E.
(Submitted under previous NDA No. 16-0629.08)
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading 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
Door(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7825, dated 06/10/2014, signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 15-0106.08)
3. 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) Small 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 Aluminum Sliding Glass
Doors (Samples A-3, A-4, B-3, B-4 and C-2), prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by
Martin D.Brinson,P. E.
(Submitted under previous NOA No. 13-1009.06)
Jorge M.Plasencia,P.E.
Pr duct Control Unit Supervisor
NOA No.17-0420.14
Expiration Date: March 24,2020
Approval Date: October 05,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
4. Test reports on: 1) Small Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked up drawings and installation diagram of Aluminum Sliding
Glass Doors), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s
FTL-6019 and FTL--6020,dated 08/07/09,both signed and sealed by Julio Gonzales,
P.E. Note: Test report No. FTL-6019 was revised and reissued on 12/29/09, signed
and sealed by Julio Gonzales,P.E.
(Submitted under previous NOA No. 09-0826.11)
5. 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 Aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--
5998R, dated 12/29/09,revised,signed and sealed by Julio Gonzales,P.E.
(Submitted under NOA No. 09-0826.12)
6. Additional reference supporting Test Reports No.'s ATI72138.01401--18 and
FTL-5254.
(Submitted under previous NOA No. 09-082611)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 6th Edition (2017), prepared by manufacturer, dated
04/18/17 and revised 08/14/17, signed and sealed by Lynn A.Miller,P.E.
2. Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
I. Miami Dade Department of Regulatory and Economic Resources (RER).
Z .Jorge M.Plasencia,P.E.
uct Control Unit Supervisor
NOA No. 17-0420.14
Expiration Date: March 24,2020
Approval Date: October 05,2017
E-2
i
I
f
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FEC 61h
Edition(2017), issued by manufacturer, dated 08/14/17,signed and sealed by Lynn.A.
Miller,P.E.
2. Statement letter of no financial interest, issued by manufacturer, dated 04/18/17,
signed and sealed by Lynn A.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.
5. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory, Inc., dated 06/10/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 15-0106.09)
6. Laboratory addendum letter.for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory,Inc., dated 01/13/14, signed by Manny Sanchez, CEO.
(Submitted under previous NOA No. .13-1009.06)
7. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory,Inc.,dated 09/13/13, signed and sealed by Martin D.Brinson,P.E.
(Submitted under previous NDA No. 13-1009.06)
S. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P.E.
(Submitted under previous NOA No. 13-1009.06)
9. Laboratory compliance letter for Test Reports No.'s FTI.-6019 and FTL-6020, both
issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by
Julio Gonzales, P.E.
(Submitted under previous NOA No. 09-0826.11)
10. Proposals No.'s 09-0177-A, dated 05/05/09, -B, dated 05/27/09 and --C, dated
05/27/09, all issued by the Product Control,signed by Ishaq Chanda,P. E.
(Submitted under previous NOA No. 09-0826.11)
G. OTHERS
L Notice of Acceptance No. 16-0629.08, issued to PGT Industries, Inc. for their Series
"770-HP Aluminum Sliding Glass Doors w / Reinforcements - S.M.I.", approved on
07/28/16 and expiring on 03/24/20.
Jorge M.Plasencia,P.E.
oduct Control Unit Supervisor
NOA No.17-0420.14
Expiration Date: March 24,2020
Approval Date: October 05,2017
E-3
GENERAL NOTES: SERIES 770 H.P. SMI SLIDING GLASS DOOR WITH REINFORCEMENT DESIGN PRESSURE RAZING IMPACT RATING
SEE TABLES 1&to ON I RATED FOR SMALL MISSILE
1)GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET4 IMPACT RESISTANCE
GLASS STRENGTHS:T=TEMPERED
INTERLAYER TYPES:.090"PVB CODES/STANDARDS USED:
G9-1"LAMINATED INSULATING GLASS:3/16"T EXT.CAP+3/8"AIR SPACE+7/16'LAMINATED:(2)LITE$OF 3/18"T GLASS WITH.090"PVB INTERLAYER. •2017 FLORIDA BUILDING CODE(FBC),STH EDITION
G9A-1"LAMINATED INSULATING GLASS:1/4•T EXT.CAP+5/16"AIR SPACE+7N 6"LAMINATED:(2)UTES OF 3/16°T GLASS WITH.090"PVB INTERLAYER •2014 FLORIDA BUILDING CODE(FBC),STH EDITION
•ASTM E1300-09
G10-7/16"LAMINATED:(2)LTTES OF 3/16"T WITH.090"PVB INTERLAYER. .ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
G10A-9/16"LAMINATED:(2)LITES OF 1/4"T GLASS WITH,090"PVB INTERLAYER- -ALUMINUM DESIGN MANUAL,ADM-2015
2)DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. •AISI Sto0.12
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. •AISC 380-10
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD.
3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, SHEET
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE GENERAL NOTES.............1
DETAILS SEE SHEETS 4-6.
ELEVATIONS......................2
4)SHUTTERS ARE NOT REQUIRED 30'ABOVE GRADE. GLAZING DETAILS............3
5)INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. ANCHORAGE.....................4.6
6)REFERENCES:TEST REPORTS FTL-5998,FTL-6005,FTL-7468,FTL-6012&FTL-7825. DESIGN PRESSURES.......4
ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL ELEVATIONS.....................7
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY CONFIGURATIONS...........7
HURRICANE ZONE(HVHZ). VERT.SECTIONS..............8
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. HORIZ SECTIONS..._.......8
9)CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH MAXIMUM 4 FT,NOMINAL WIDE DOOR PANEL,MAXIMUM 4 PANELS.SEE EXAMPLE PARTS LIST.......................9
ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2&7. EXTRUSIONS....................10
D.L.O.WIDTH=NOM.PANEL WIDTH-7°
D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125• TABLE A:
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Anchor Frame Min.Edge MI"O.D. Nin'
Group An`I ryP° Member Substrata Diab c. E'nb•dmantar PRODUCT REVISED
Metal Tblai n a8 eomptyIng vrlth the Florida
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5�: #1218.8 SMS, Southam PIre(sG-0.s5) 8118 Ile• 1;111• Bulldlng Code
Fr"60 kei,F.-85 ksi 6063-75 Alunenum 318' 91781 0.W1• NOA-No. 17-0420.14
412 410 SS SMS, A0 A36 steel 318• 9116" 40sw Expiration Da 03/24/2020
1)FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE A Fy 90 ksi,F, 110kal Gr.33 Steel Stud 318' 9/16• 0.045°(18 Go)
COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE All concrete(min,Z22ka0 t-1/2" 3. 1-318• By
TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND 1W EIco 4ffl—atu- Filled Block(ASTM 590) 2° 3• 2• Nllamr rodu contra
SUBSTRATE REQUIREMENTS. Fy-57 W.F.-96 W Jamb Hcllow Wok(ASTM C90) 27 1 3• 1.1/4°
All Southam Pirr SG-0,651 1' 1 11 14/8"
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. soutnam Pere(sG-0.55) 611e• 7/8• tare•
B #12 stool SMS(Or.5) All 6063-T5 Aluminum 318' 911e• 0.071'
A36 Siool 316• 9116• 0.050'
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.1X WOOD Gr,33 Swat stud 318• one 6.oae to Ga
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID ae ba An Cancreto(min.2.85 ke0 1' 4° tare•
CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR C Fy-155 Rai,F,p177 ksi Jamb Hollow Block(ASTM C90) 1• 61 1-114"
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO 14 pco U nCo 0 All Concrete(min.2 e5 ksi 2-1n a/e
PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN ANDFy-155 kel,Fa-177 ksi Jamb FNed Block ASTM C80) 2-1/2' 4• 1 7 4
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT Jamb Hollow Block Ac90z-1n s• 1-1/4
OF RECORD. D 1!4.410 SS Elco Crat�ley0 H4ad/S tl Conorate(mtn.3.335 ksi 1• 18/4
Jamb Concrete(mel.9.35 kat) 1" fr 8' 1514'
F,-127A W.F"-189.7kai Jamb HaOow Block ASTM C90 2.1/2•
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS A0 Southam PIM(SG-0.65). 1" r !are
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE
REVIEWED BY THE AUTHORITY HAVING JURISDICTION, ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL
TABLES IN THIS APPROVAL.
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. "`a NY L N&
REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.1/4' 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. �� EN.
THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 8F
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND
AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, BEYOND METAL SUBSTRATE. _*; Na 58708
30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION. 107D7ECHMx0GYDJ1bW OF ; !V�
N.irE1Vl AFL3aM GENERAL NOTES AND MAP �LORtO►.:'�1
(ato)460-rw8 iN •ass•'••••••••• �G\,
CERr,OFAUTH.02SM SERIES 770 H.P.ALUMINUM SGD-SMI
04ACi717 ca.Gme 7ED TO FHC?D17 REV.TABLES I BA,fA&!B OC. e�tArarroam 11�T. max •�" — a'"roK` r"" a LYNN MILLER PE
0$/06/07 AIA R.fA NSM SG0 uP. HITS. 1 •10 PGT0005 G PEA 59705
MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 145 5/16"
1
MAX. MAX:
DOOR g D g DOOR g J E
UNIT g g g UNIT g g g g g
HEIGHT / / HEIGHT
1018" 108"
1.�
XO, OX, XX OXX, XXO, OXO
PRODUCT REVISED
veamprying with the Florida
BulldingCode
NoA�lo. 17-0420.14
Expiration DateOW24/2020
MAX. UNIT
13
WIDTH 1911/2" Miamim- roduet Control
B F
MAX.
DOOR K
UNIT ` g / /•• / / g
HEIGHT
108"
111��111
OXXO
No.58705 .�
APPROVED CONFIGURATIONS =*:' ? *_
iWBTEq/NOGODYDRIVE �"�� .n'•. EOF (V
N.VFNICF,FL 31775 ELEVATIONS (� OR DPI •��;
JR 04N3/l7 G • NOCHMGESTHISSHEE7: corr.� rR3z� SERIES 770 H.P.ALUMINUMSGD-SMI '��;�NALIEN��
ovee cortwmrtemr7 ® °i"" a"'e� "" A.LYNN MILLER P.E.
SAfC 08R7�08 2IA It—I'mm m SGU770H.P. NTS 2 a 10 PGT0005 G RIF.#5870.5
3/16"T GLASS
3/16"T GLASS SILICONE
.090"PVB -
3116'T GLASS .090°PVB STRUCTURAL
318'AIR SPACE 74 74 POLYISOBUTYLENE
1/4"NOM.
3/16"T GLASS
3118'T GLASS 7%16'NOM. � WITH DESICCANT
1"NOM. EXT GLASS KODISPACE
82 4SG TPS
83 3/4"NOM. 3/4'NOM.
GLASS GLASS
79 BITE 80 BITE
6 INT.GLASS
1 EXTERIOR 1
HOT-MELT BUM
54 STRUCTURAL
1"LAMINATED INSULATING 55 7/16"LAMINATED GLASS TYPES G10
SILICONE
311V NOM.
GLASS TYPES G9 WITH
DESICCANT
SUPER
EXT.GLASS SPACER®NXTT"
3/16'T GLASS
.090"PVB 114"T GLASS INT.GLASS
3116'T GLASS PRODUCT REVISED
AN
E/18'AIR SPACE 7474 as comp)y1ng with tno Florida
1!4°T GLASS 114"T ALUMINUM Building Lode
1'NOM. 9/1REINFORCEMENT Noa rio 77 0420.14
82 Expintian Date 03/24/2020
83 3/4"NOM. "NOM. 6118"NOM. By
GLASSLASS BUTYL 8 Nea a7g BRE 81BITE DESICCANTFOAM DURA.SEAL@
EXT,GLASS OEXTERIOR EXTTERIOSPACER
54
1"LAMINATED INSULATING 55 9116"LAMINATED GLASS TYPES G1 OA INT.GLASS
GLASS TYPES G9A
POLYISO• DESICCANT FILL AREA
BUTYLENE 6116"NOM.
SEAL
SILICONE SEAL
ROLL-FORMED
STAINLESS STEE
Part Description Material ss XL EDGE'm 11lIIIIItrt
56 Kommeding 4SG TPS Spacer System EXT.GLASS SPACER
57 Cuanex Super Spacer nXr with Hot Melt Butyl See this ,.•'
;
58 QUanex DOfaseal Spacer Sheet for Materials INT.GLASS N0.68705
='*
59 Cardinal XL Edge Spacer
REFERENCE TEST REPORTS:FTL-6717,8968 86970
� '• �{ ��
.t� M'`
10707ECOMCWDRNE :F<OR{D?•,.'• ��:
'r=TEMPERED rt IR1 aC$F1 aia7s GLAZ/NCs DETAILS �'�,`S'S�
"PVB"=.090"TROSIPOLS PVB BY KURARAY AMERICA,INC. rsril4ea•taao >+r X77CONAL
-Jr; �f7 G NO CHANGES 7Hls SHEET. cart OF�"M SERIES 7700 H.P.ALUMINUM SSGD-SMI
axn+extoarn A.LYNN MILLEFZ.P.E
��,"� SO .". MS 3 d f0 PGT0006 G P.Eat6aTos
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required SUI Heightto Max.(+)DP
(For all approved Configurations,Sheet 2 and Glass Types,Sheet 3) (Water Infiltration Rating)
Door Unit Height (+)Design
Reinforced Interlocks S81 Riser Height
80 84 90 98" 102' 100• I Pressure,psf
Heavy-duty Astragal 69-7/8'DLO 73-718'DLO 79-7/8'DLO 87-7/8'DLO 917/8'DLO 97-7/8'DLO Flush-1-112" see note 3
Heavy-duty Stiles Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Low-2-112' +46.67
A B C D A B CI D A I B I C D A I B I C I D A B C D A I t3 I C I D Medlum-31/4' +60.0
HI -4• +90.0
Design Pressure +9W--130 +9W--130 +904130 +90%130 +8W--130 +90%130 SEE NOTES 1-3
24° DLO Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2
Jamb 10 1 B 1 8 1 8 10 1 8 1 8 1 8 10 1 10 1 10 1 10 12_1 10 1 10 1 10 12 1 10 1 10 1 10 14 1 10 1 10 10
23, Design Prassura +901-130 +904130 +904130 +9W-130 +901-130 +90%130
e 30' DLO Head/Sill C5+2 C5+2 C5+2 C5+2 CS+2 CB+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 06+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+z C6+2 06+2 C6+2 C6+2 _
Jamb 12 10 8 8 12 10 B 8 12 10 10 10 14 12 10 10 14 12 10 10 16 12 10 10 OH LENGTH �--
Design Pressure +901-130 +90%130 +904130 +901-130 +904-130 +90-130 OH LENGTH_OH RATIO
w 36" p Head/Sill C5+2 C6+2 C5+2 C5+2 C6+2 C8+2 C5+2 C5+2 C8+2 C5+2 C8+2 C6+2 C7+2 C7+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 OH OH HEIGHT
a Jamb 12 10 8 8 14 12 8 8 14 12 10 10 16 14 10 10 18 14 10 10 18 14 12 10 HEIGHT
�
EQUAL TO 1
c Design Prwwm +90%130 +904-130 +90%130 +90%130 +904130 +901-121.4 OR GREATER
z42" LD p Head/Sill C6+2 C6+2 C6+2 C8+2 06+2 C6+2 C6+2 C6+2 C7+2 C7+2 C6+2 C8+2 CT+2 C7+2 C7+2 C7+2 CB+Z C8+2 C7+2 C7+2 C6+2 C8+2 CT+2 C7+2 0
Jamb 14 12 8 8 16 12 10 B 18 14 10 10 18 14 12 10 20 16 12 10 20 18 12 10 SEE NOTE 3
Design Plassure, +901-130 +904130 +90-130 +9W-130 +90-118.5 +904110
�• DLO Head/Slll I C6+3 CS+3 CB+3 C6+3 C7+3 C7+3 C8+3 CS+3 C7+3 C7+3 C7+3 C7+3I CS+3 C8+3 I CB+3 CB+3 C8+3 I C8+3 C7+3 C7+3 C8+3 C8+37+ C7+2
Jamb 16 12 10 B 18 14 10 8 18 14 12 10 20 18 12 10 20 16 12 10 20 16 12 10
PRODUCT REVISED
NOTE:JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. as eomplyIng with the Florida
=EXAMPLE ON SHEET 5 Building Code
O
NOA No. 17-0420.14
Fspiration Data 03/24/2020
81 ail
Miami- a Product Contra
1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL.
2.WHEN USING THE 21/2"SILL,POSITIVE DP IS 46.67 PSF MAX AND WITH THE 3114"SILL,
POSITIVE PRESSURES IS 60.0 PSF MAX
(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 1A ON THIS SHEET.
113 3.2 112",3114"AND 4-SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
66 THE 1 1/2•SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT _
HEAVY DUTY ASTRAGAL REQUIRED.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED
HEAVY DUTY STILES WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT
FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED
FOR WATER INFILTRATION.
4.SEE SHEETS 1,5&6 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
INFORMATION.
62 111 61 66 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
65
1111111//r
Be
D.L.O.WIDTH=NOM.PANEL WIDTH-7" 0 pN•� Y NN "
........,M
D.L.O.HEIGHT=DOOR UNRHEIGHT-10,125' ��..00E"".,/(/
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" P
61 _*; N0.58705
INTERLOCKS TO BE REINFORCED
WITH THE#66HEAVY-DUTY REINFORCEMENT ,� AQ'• �� .'[U�+
HEAVY-DUTY STILES 707N.v'se acl`R� DPANDANCHORAGECHART
cl:Nr.OFAOnt.r�nscir SERIES 770 H.P.ALUMINUM SGD-SMI 'r71 r/i l i 1111``
JR 04 W7 G It-MED TAHM 1- —asw 1-1 �y..ee ar a.e ow ynn
soar roams ® A.LYNN MRtFR,P.E
0j' °ice "` BfiOnO H.P. NTS 4 + 10 PGT7)00$ G P.E.R 58705
EXAMPLE OXY,ANCHORAGE PLAN:
(3)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES A.IN CONCRETE SUBSTRATE "ANCHORS PER PANEL'ARE THOSE
AT THE AND SILL BETWEEN
+2 C7 +2 C7 +2 CLUSTERS OB
R THOSE BETWEEN A
CLUSTER AND A FRAME JAMB.
xxx x x x x
Y 24'MAX.O.C. x Y Y Y Y Y x x Y x 6"MAX.
z x (ADD ADDITIONAL (20)ANCHORS TOTAL @
ANCHOR MIDSPAN
IF NEEDED) EACH HEAD&SILL
x x
21" (12)
48"NOM.PANEL WIDTH MAX.O.C. ANCHORS
PER
1z JAMB
08'
MAX (SEE.
SHEET
6 FOR
x zx, CLUSTER
O.C.
SPACING)
i
PRODUCT REVISED
x x� as complying with the Florida
x building Code
NCA-No. 17-0420.14
x x x x 6„MAX. Expiration Date 03/2412020
...I
X
24"MAX.O.C.x xl. C.L.ASTRAGAL By
J L 8"MAX.,TYP. I z NRamF( a Product Contro _.
SEE CLUSTER DET.,SHT.6
3-1/2"MAX. INTERLOCK 3.5"MAX, ASTRAGAL INTERIOR 8"MAX.
CENTERLINE O.C. CENTERLINE
'�oo 0 o i
2.04"
F4.051"
I O O O O O
8'MAX. �{^ 24"MAX.O.C. LOCATED 9ELOW
CENTER OF PANEL EXTERIOR
145-5/16"MAX.
ANCHORAGE REQUIREMENTS NOTES-
T APPROVED ANCHOR TYPES:SEE TABLE A,SHEET 1.
I
2.ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: OW LY%
HEAD&SILL................8"MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, �;cEfy
SF'•,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8"FROM CORNER ANCHORS CAN BE INCLUDED). � Q'.� •:tom i
ADDITIONAL ANCHORS 24'MAX.ON CENTER58705
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL/INTERLOCKS ON SHEET 6. - �t
JAMBS................... 6'MAX.FROM BOTTOM AND 21'MAX.O.C.
UTILIZING JAMB ANCHOR QUANTITIES FROM tam rEcxrroi oaraRrvE °i"►'" c� ATE 1Fr
TABLE ON SHEET 4. K�acE FL 34VS ANCHORAGE SPACING&EXAMPLE PLANS %FS `<DRIDP, �' �
(Bar/+eareoo ,� S G
JR OQN3/17 Gx.xrx,c No crianroes THIS SHEET. OF•AMSERIES 770 H.P.ALUMINUM SGD-SM! ,�''iONkL
I—
bf —m�cxroxv ® "� ��" °i� a"rn61 x^' A.LYNN MILLER P.E.
sMc 0&DfiN9 �q "� ®°G saarmrty NTS 5 10 PGTW05 G P,E#68705 i
i
I
NOTES: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR
1.ALL DIMENSIONS SHOWN ARE BASED ON INT INTERLOCK INT' INTERLOCK INT' INTERLOCK
MINIMUMALLOWED. T CENTERLINE CENTERLINE CENTERLINE
2.METAL SUBSTRATES SIMILAR TO WOOD 3.5' 7" 7• 1.75
SUBSTRATES AS SHOWN. 3.5° 3,�
'DIAGONAL,O.C.DIMENSION IS 4.051'IN THE 4.051" 3.5" 3 5. 1.75.
HEAD 8 SILL,6"IN THE JAMB.
21/16" 2x WOOD BUCK TYP., 2.04" 4.051"2.04° 2.04"
EDGE DIST., SEE ANCHOR NOTE
EE TABLE 3,SHEET 1
SHEET 4.051° 3.5" 7• 4.051" 3.5" + 7"
2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL/INTERLOCK 2 TRACK,ASTRAGAL/INTERLOCK
FEXT. EMBED.,SEE 5 ANCHOR CLUSTER-CS 6 ANCHOR CLUSTER-C6 6 ANCHOR CLUSTER-C8
_ TABLEA,SHEET 1 2.06"
• MEED.,SEE TABLE A,SHEET 1 INT. INTERL GAL CK R
SHIM 1/4"MAX.SHIM EDGE DIST„ CENTERLINE 5.64" 6"
WOOD ANCHOR TYP.,SEE 1x WOOD SEE TABLE A 7" MIN.
ANCHOR NOTE 2,SHEET 1 BUCK TYP., SHEET 1 3'S" DIAG.
DETAIL A,2 TRACK W/SCREEN FRAME HEAD SEE ANCHOR O.C.
WOOD INSTALLATION NOTE 3,SHEET 1 TYPICAL JAMB ANCHOR PAIR FOR
CONCRETE 2.04' DETAILS"D"8"E",SEE ELEVATION
ANCHOR TYP.; '� ° o� FOR O.C.SPACING SHEET 5
ip
EDGE DIST., SEE ANCHOR
SEE TABLE A 2-1H6"' NOTE 1,SHEET 14.051"
SHEETI
1 ` 2-TRACK,ASTRAGAL/INTERLOCK PRODUCT REVISED
;:: ONCRETE 7 ANCHOR CLUSTER-C7 os eompWing wlth the Florldo
EDGE DIST., EMBED., as
no de
EMBED.,SEE EXT. DETAIL D,2-TRACK FRAME JAMB MOA No. 17-0420.14
EXT. SEETABLEA SEE
TABLE A.SHEET 1 CONCRETE INSTALLATION SHEET 1 2-1/16 " TABLE A Expiration Date 03/24/2020
1/4' 2x WOOD BUCKTYP.,SEE tx WOOD SHEET 1 By
' ANCHOR NOTE 3,SHEET 1 BUCK TYP., Min roduc Contra
SHIM WOOD ANCHOR TYP.,SEE SEE ANCHOR
EXT.
ANCHOR NOTE 2,SHEET 1 a EXTERIOR INTERIOR� NOTE 3,SHEET 1
DETAIL B,2-TRACK FRAME HEAD (ALL VERT.SECTIONS) 1/4" ONCRETE
WOOD INSTALLATION EMBED.,SEE MAX.
TABLE ASHEET 1 SHIM
WOOD ANCHOR TYP.,SEE , EDGE DIST., ONCRETE ANCHOR TYP.,
ANCHOR NOTE 2,SHEET 1 1/4"MAX.SHIM I SEE TABLE A
I SEE ANCHOR NOTE 1,SHEET 1
SHEET 1 DETAIL F,2-TRACK FRAME HEAD
2x WOOD BUCK TYP.,SEE CONCRETE INSTALLATION
114"MAX. ANCHOR NOTE 3,SHEET
(SEE ANCHOR EMBED„SEE 1/4"M 2-1/16"'
NOTE 5,SHEET 1) rTABLE A,SHEET 1 2-1116"' (SEE ANCHOR GROUT AS REQ.
jI WOOD ANCHOR tNOTE 5,SHEET 1) CONCRETE
EXT. r TYSEE ANCHOR
N EJR,
II NOTE 2,SHEET 1
2x WOOD BUCK TYP.,SEE , t'. TABLE A,SHEET 1 �\`�tONY LYNN
2-1/16". EDGE DIST., EXT. ANCHOR NOTE 3,SHEET ' .•': .,. ` `eZ ,........• 2!
... C1 �.ICENS`c':��
SEE TABLE A DETAIL E.2-TRACK FRAME JAMB ' Q•' to
SHEETI CONCRETE ANCHOR TYP., (EDGE DIST.+I ND.56705
DETAIL C,2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1,SHEET 1 `�{SEE TABLE F+ -
WOOD INSTALLATION DETAIL G.2-TRACK FRAME SILL -
A,SHEEP 1
CONCRETE INSTALLATION t�tlq�ll
a
10707ECNNOCOOYDRlVE A �.
N� t�5 ANCHORAGE,EXAMPLE CLUSTERS S,'•. <ORiOA,•'����
JR OGD1H7 �G CHANGEDJAMB OC TO s•. cFRr.aFAUIK/E91B5 SERIES 770 H.P.ALUMINUM SGD-SMI S NAL E RE.
zO N `
�nomn [�T.
arxwc 7 —6 craw. a..: A.LIIiI.E.0 8705 P.E
°Y°` � m� SODT/D H.P. NT$ B ^� 10 POTOOOS G P.E.p 58705
PANEL LETTER JAMB DETAIL IC OR'L', NOTE:
SHT.8&ANCHOR 1.MAXIMUM NOMINAL
K SINGLE LOCKSTILE DETAILS-D' INTER LOCKDETAIL'J',
INTERLOCK PANEL WIDTH FOR ALL
SHT.8 PANEL CONFIGURATIONS
A SINGLE LI,� EQUALS 48'
INTERLOCK
ASTRAGAL DETAIL'M',SHT.8 HEADER DETAIL'I',SHT.8
D LOCKS77LE SINGLE EXTERIOR g ANCHOR DETAILS A','B'
lNTF7tLOCLC
191 1/2"MAX.UNIT WIDTH
M LOCKS77LE SINGLE
INTERLOCK 41"MAX NOMINAL
L SINGLE ASTRAGAL our wioOWIDTH
�rIDEL
TH
INTERLOCK
LR . SINGLE PANEL PANEL PANEL PANEL '
INTERLOCK TYPE TYPE TYPE TYPE
Leoxovp
'R' 'L' 'D' 'P'
N ASTRAGAL SINGLE 97 716' 108"
IN INTERLOCK MAX
/ / / / MAX.DOOR
SINGLE ASTRAGAL f D.L.O-UNIT
HT.
IN)FRLOCK IN SEE • TYP.
REINF. NOTE REINF.
P
SINGLE FIXED 3
INTERLOCK LOFIX EDLE
PRODUCT REVISED
as eomptying with the Fiorlda
R FVXD SINGLE Building Code
LOCXSTILE 11WFRLOCK NOA-No. 17-0420.14
T
AS FDCED SEE FRAME a QXXO(2 TRACK)
SILL DETAIL'H',SHT.8& Explration Date 0312412020
our LOCffs77tE PANEL CORNER ANCHOR DETAILS'C'& By
CONSTRUCTION G',SHT.6 Mla Protluet Control
T ASTRAGAL _ L� DETAILS BELOW SILICONE
(eoxaq 1N BY OTHERS
SFRED ASTRAGAL #8 X 1"
feaYN,TI LOCKSTILE OUT PH SMS
S RXED ASTRAGAL
COCKSTILE IN
B[1Y89
NOTE:
REINFORCEMENT(ITEM#66)REQUIRED AT ALL INTERLOCKS.
#10 X 1.50'
PH SMS
4 INTERIOR PANEL CORNER FRAME CORNER
DETAIL DETAIL
(ALL PANEL TYPES) NOTES:
EXTERIOR 1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL LICENSE
PANEL WIDTH=48".SEE SHT.8 FOR SECTION DETAILS AND SHTS.4-6 FOR Q F�
D.L.O.WIDTH=NOM.PANEL WIDTH-7° ANCHORAGE DETAILS. _*:' No.58705
2.MAX.DLO WIDTH=41';MAX.DLO HEIGHT=97 718",MAX PANEL HEIGHT=106118". _ *=
D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125' 3.(1)LOCK(ITEMS 75 8107-1 10)AT EACH LOCKSTILE,LOCKING INTO KEEPER
PANEL HEIGHT=DOOR UNIT HEIGHT-1.666" (REM 103)AT FRAME JAMB OR ASTRAGAL '70 '• I 7� �=
%O.
SAT OF •��
Yom TECHNCLOGYORIVE ae'M �� ''•FL ORIDP•. ••��•
N.MWA FL 7s PANEL TYPES/EXAMPLE ELEVATIONS %sS�pNAL ENG
JR G4iD8H7 NO CHANGES THIS SHEET. cERr.�^�+� � SERIES 770 H.P.ALUMINUM�SGD-SMI �.- �,r l l l l l+`
gaeymprro� ® A.LYNN MILLER P.E.
sMc WSSW Itx o� ,m`SP1 770 H.P. NTS 7 d 10 PGTDOOS G PE.ase7os
62 111 e3 61 sa PART ILLUSTRATIONS 14
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 6
65
61 I
caGTH e1
ss 14 14
st
76
113
BE x 1-Iw n19 X 314" 4FENGTH
SMS.X2 SM3,X3
ALL REINFORCED INTERLOCK 113 103 113
6',DETAIL'J' jj
MIDSPAN s0 ,5 DETAIL'L' 113
2 :W/
NDARD CLIP OPTIONAL CUP
112 ETAINER#106 W/RETAINER#123 112 ss
DETAIL'If(FIXED PANEL) 62 40 ASTRAGAL
45 ° S3 51 INTERIOR DETAIL'M'
62 51 (ALL HORIZ SECTIONS)
53 EXTERIOR
EXTERIOR INTERIOR
DETAIL'N'SCREEN DETAIL'O'SCREEN
AT HEAD AT SILL (ALL VERT.SECTIONS) DETAIL'PI SCREEN
(2-TRACK SHOWN) (2-TRACK SHOWN) AT JAMB
(2-TRACK SHOWN) PRODUCT REVISED
25 ComPlyina With tho Florida
SILL RISERS OPTIONS Building`OdO
24 NOA-No. 17-0420.14
(SEE D.P.LIMIT TABLE 1A,SHEET 4 23 Euplratlon Date 03124/2020
SEE SHEET 6 FOR FOR
By
INSTALLATION DETAILS) 211 Miam o Product Contra
19 4.065" 113 5
EXT. I EXT. 2.666" EXT. 3.305" EXT. 71 69
1.68T EXT. -
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER Max 106, 97 7/8•
(NOT VALID FOR WATER (2-112") (3-1/4' (4") MAX DETAIL T
DOOR UNIT
INFILTRATION RESISTANCE) 26 HEIGHT TYP
22
20 � 89
18
4.066° EXT. 72 OR 73
7
EXT. EXT. 2.666' T• 3.306' EXT. 71 \\\111111III/////
1.68T 11 :� �........... j /ice
��.• IGEN � �
11344 ��
No.55705 �
FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 6
(NOT VALID FOR WATER (2-1/2") (3-1/4") (4") A:Q �g
INFILTRATION RESISTANCE) DETAIL'»' t� J
Sf TE �` '
107a7ECHN0L0GYORNE
N. ms /C�''•:�ORID1;,••'
VEMCR FL 34278 VERTICAL&HORIZONTAL SECTION DETAILS �, S� `
R41)460.1600 '///0NAL a %G,%
CER7.0FAUMAMM SERIES 770 H.P.ALUMINUM SGD-SMI 1,11111110%\
JR 04/DCV17 G NO CHANGES THIS SHEET. 1"8
eav rae». w.:
P.E.8
a1"rplatl."17 oA.LYNN MILLER P.E.
S C X105/08 aea.ae wm r 70 PG
T0005 G 58705
SOU770 H.P. 8
Item DPG# PGT# Description Item DPPG� PGT# Description
1 17306 617306 2-TRACK HEAD 68 17339 617339 HEAVY DUTY ASTRAGAL
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 69 17324 617324 TOP&BOTTOM RAIL
6 17314 617314 FRAME SCREW COVER 70 17350 417350 WEATHERSTRIP EXTENSION ONJECTION MOLDED)
6 17317 617317 FRAME HEAD/JAMBAOD-ON 71 1696 71698 1-1/2"X1"X3/4'HIGH FIN SEAL DUSTPLUGS
7 17304 617304 2-7RACK SILL 72 8153 78153X TANDEM ST STL ROLLER ASSY.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 73 6153 78153N TANDEM NYLON ROLLER ASSY.
11 17313 617313 FRAME SILL TRACK INSERT 74 SILICONE DOW-89%DOW-995 OR GE-7700
14 17305 617305 2-TRACK JAMS 75 8185 78186X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 76 71032X1 FPFX 91032 X f FL.S.S.SCREW W/TYPE"F'TTP
18 17322 617322 SILL RISER 77 7103239 1032 STEEL ZINC U-NUT
19 17319 617319 SILL RISER-HOLLOW 79 17330 617357 1"10 BEAD
20 17321 617321 SILL RISER-LOW FLAT 80 17359 617359 7/16'BEAD/FIXED PANEL CUP
21 17318 617318 SILL RISER-LOW HOLLOW 81 17360 617360 9J16'BEAD
22 17355 617355 SILL RISER-MED FLAT 82 1224 STP247K VINYL BULB WEATHERSTRIP
23 17364 617364 SILL RISER-MED HOLLOW 83 61745 1745 LOWE INC,112"X 1/16"SGL SIDE ADH.TAPE,POLYEIH.
24 17320 617320 ISILL RISER-MGH HOLLOW 100 8052 48052 ROLLER ADJ.HOLE PLUG
25 1 17323 617323 ISILL RISER-HIGH FLAT 101 72087 JAMB BUMPER
ITEMS 4053 ARE SCREEN PARTS: 102 1696 71696 DUSTPLUG
40 4319 612258 SCREEN SIDE RAIL-LOCKSTTLE 103 8186 78186X T KEEPER
41 7LOCKWGSK SCREEN LOCKSET 104 653 7SDKEEP SCREEN LOCK KEEPER
42 41816 SCREEN KEEPER SPACER SET 105 17344 617344 FIXED PANEL CLIP-6'LONG PRODUCT REVISED
43 8182 68152 SCREEN INTERLOCK ADAPTER 106 17346 617345 EXTERIOR FIXED PANEL RETAINER-9/16' 0e aompI Ing with the Florida
6uildine Codi
44 4428 64428 SCREEN DOUBLE INTERLOCK 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN NOA-No, 17-0420.14
45 4317 612256 SCREEN TOP RAIL 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE Expiration Date 03/24/2020
46 4316 612257 SCREEN BOTTOM RAIL 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
47 668 73RAZ STANDARD ROLLER 110 1732 1 78178 HANDLE KIT-RECESSED EXTERIOR PULL By
mia oa roduet Cantro
48 665 7SRAX STANDARD ROLLER-ST.STL 111 71OX34PPSMAX#10X314'PH.PR TEK-S.S.
49 4344 64344 SCREENASTRAGAL 112 1235 STS16 WSTP,.270'X.170'-FIN SEAL
60 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 113 1712 64066 .187'X.230'FINSEAL
51 1692 51692 SCREENSPUNE-,165" 114 71OX115PPX #10X1-1/2'
52 1694 61694 SCREEN SPLINE-.160" 116 710XPPT #10X1"
63 61816020 SCREEN CLOTH 116 720XIX 914-20XV B.S.
54 1725 1/2"X 4'X 1/16"SETTING BLOCK 117 720XI 12X 014-20 X 1.5"S.S.
55 1726 1'X 4"X 1116"SETTING BLOCK 1 123 1 617352 1 617352 FIXED PANEL RETAINER,7/8"
'- 61 17326 617326 PANEL STILE(HEAVY DUTY)
62 17327 617327 INTERLOCK ADAPTOR
63 1225 6TP248 VINYL BULB WSTP.-THIN ONSIDE INTERLOCK)
64 1729 71729 SILL END W EATHrRSTRIP PAD
65 17328 617328 INTERLOCK SCREW COVER
66 17348 617346 INTERLOCK ALUM RE84F.(PANEL-7)
NOTES:
1)ALL ALUMINUM=6063-TB
2)ITEMS#3,4,9-10,12,13,16,17,26-39,60,67,78,84-99&118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. �����0AY LYN/v
*; No.'58705 '
1DMTECtffAXDGrawve r %��<' stdfE
N,YSUF F S 5 PARTS LIST ��C��1•••;r,CORIDP,. ��
CEM OFAM AMMI SERIES T!0 H.P.ALUMINUM SGD-SM/ .,s/pNAL
JR 04AL7/17 G NO CHANGES THIS SHEET. oRrma vml '—' V�' aSER — see o.,saarfp(" i 1 ,d.E
u oar;a'�' a1� Parnmtooa3a� ® SOD770 N.P. NT$ 9 11D PGT0006 G PE.t<58705 '
SMC 0895W9 RU ,vrrma�rs�n=n
1.303° 1.050' 1.050" j (�- 1.36"
0 718" } 1.050" I 1.003'
;0.325. :DCCE,2" 0.611" 0.06v -0-5�° 0.290"
8.757" --�{I 1.36'
0.062" 0.2640.050° I 0.081'
0.082° � 0.045'
T 11
PANEL CLIP/
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(7/16") GLAZING BEAD(9/16'1 GLAZING BEAD(1°I.G.) FIXED PANEL CLIP
(65) MAIL:6063-T6 (5) MAIL:6063-T6 (80)MAIL:6063-T6 (81)MAIL'6063-T6 (79)MATL:6063-T6 (105)MATT:6063-T6 0.081'
4.125" -�-( 8,198" +{ 4.49" 0.082° � 8.198'
0.080" •`-
1.162" 1.888"
0.062" 1.304° 1.211" 1.505°
5.069°
0.081" 1.739"
2-TRACK HEAD W/SCREEN TRACK 2-TRACK SILL
TOPIBOTTOMBOTT�IL (2)MATL:6083-T6 0'232" (7)MATL:6063-T6 INT RLOCKAODAPTER
(69)MAIL•6063-T6 3.979"
4" 1.467° 8.221° -
2-TRACK JAMB W!
0.062' -►iii- 2-TRACK JAMB SCREEN TRACK
rp
d'-' Lr.075" FLUSH FLAT BILL RISER 1.505" (14)MATL:6063-T6 (15)MAIL:6063-T6
0.133" 1 -F-L
.6" 1,645 (15)MA7L:6063-T6
1.872" 0.080° PRODUCT REVISED
2-TRACK SILL W/SCREEN TRACK as eompNl g with th.Florid.
Fes-- 3.125" 0,281• (8 MATL:6063-T6 NOA-ng CCod.
HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1.019" 0'83" NOA No. 17-0420.14
(61)MAIL:6063-T6 (68)MAIL:6063-T6 0.062° 1 -1 TL(�� Expiration Date 03124/2020
5.069" 1.654° SCREEN STILE 0.752° 0.709" II II 0,709'
(40)MAIL:6063-T6 0.080" In 0.080" Il II Mla �Da auet Wntro
1.045' 0.080" I 1 I L
SILL TRACK --- 0.863 _,_J p,�rp•
1.211°0.080" 1.254' (11)MATL:6063-T6 FD(EDPANEL FD(EDPANEL
081 1'993„ 0.062° RETAINER,7/8" RETAINER,9/16"
2-TRACK HEAD0 250,. --r0.875" (123)MATL:6063-T6 (106)MAIL:606376
(1)MAIL:6063-T6 REINFORCEMENT SCREEN TOP RAIL
FIN
0.750' (66 MAIL:6063-T6 (45)MATL:6063-T6 I.993" 0.232"
---1 r--0.750"(PAf�EL LENGTH-97 L 0.062"
0.062" SCREEN BTM.RAIL 0.232"
0.062" (46)MATL:6083-T6
0,750" 0.232"
0.062' 0.908° 3.955'
4.055" 3.305° F7
2.455' 3.205" U n ul
2.5155' 0.062• `.�` ONY LYNly"1,',
�1. �7" Pa••.•' LICENSF''•�l�
0.082° -�ice- 0.062 -�t� 0.062' mil; =*: No.58705 `
HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLAT SILL RISER
(24)MATL:6063-T6 (23)MATL:6063-T6 (21)MATL:6063-T6 (19)MAT'L•6063 TB (20)MATL:6063 T6 (22)MATL 6063-T6 (25)MATL:8063 T6 2
= ; l jT ��
fo7oTEa+Naoorwtrv> ��,p'•. ATE OF
Nvav1c,A.Sdm EXTRUSIONS F ''•,�ORIDA,.•' t'
(sst/rmi m m '.,�SS�F•...... NGS`.
COM OFAM ZWW SERIES 770 H.P.ALUMINUM SGD-SMI
JR 04/03/17 O NO CHANGES THIS SHEET. "�� " 01"�°� �` Oi6p1� 1Oi'
o.c en.�.a aax rnrwoac ® A.LYNN I ,P.E.
SM Ofl1�09 Rta ,.tnroma 3GD770HP. NTS 1 10 1 10 PGT0005 G P.E,#`58705