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SCIS Home j Log In j User Registration ; Hot Topic Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map Links Search j
xx 13'i nigh Product Approval
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_F.ppro�•ai t;Lenu>Product or Application Search>A licatian Li. Application Detail
''s-;•a "I `-r' FL# FL1435-R19
Application Type ) Revision
Code Version 2014
Application Status Approved
*Ap BPR.Approvals by DBPR shall be reviewed and ratified by the PDC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer oNorthVenice,
Address/Phone/Email y ive
42750 Ext 22318
ustries.com
Authorized Signature Jens Rosowski
jrosawski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com _
Quality Assurance Representative
Address/Phone/Email
Category Oicastion
Subcategory I
Compliance Method r Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
W; Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
AAMA/WDMA/CSA 101/IS2/A440 2008
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKe120D... 6/21/2017
Florida Building Code Online Page 2 of 3
' Product Approval Method Method 1 Option A
1
Date Submitted 01/06/2017
Date Validated 01/07/2017
Date Pending FBC Approval
Date Approved 01/09/2017
Summary of Products
FL# Model,Number or Name Description
1435.1 ISH-200 Aluminum Single Hung Window(Std.Meeting Rail,Inc.Pass-Thru)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R19 C CAC Certification8-SH2O0.rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 02/16/2019 _
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 219 IT SH-200.rdf
{and anchorage Information.The Pass-Thru version was not tested for Verified By:A.Lynn Miller,PE 58705
(water infiltration. Created by Independent Third Party:No I
Evaluation Reports I
FL1435 R19 AE SH-200 Evaluation.odf
Created by Independent Third Party:No I
1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R19 f_ CAC 190-1003CAR2.odf I
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I
Impact Resistant:No 01/08/2020
Design Pressure:N/A Installation Instructions i
Ilf Other:Please see the Installation Instructions for design pressure,size FL1435 R19 IT SH-200HD.edf I
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
1 Created by Independent Third Party:No
Evaluation Reports
FL1435 R19 AE SH-2001-11)Evaluat!0n.odf
Created by Independent Third Party:No j
11435.3 ISH-500 WinGuard Vinyl Single Hung Window
I Limits of Use Certification Agency Certificate
� Approved for use in HVHZ:No FL1435 R7.9 C CAC Certificati0n5-SHSOG.rdf
Approved for use outside HVIIiZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/27/2018
k Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 219 IT SH-500c.odf
and anchorage information. Verified By:A.Lynn Miller,PE 58705
Created by Independent Third Party:No
Evaluation Reports
FL1435 RY9 AE SH-SOpc Evaluation.odf
Created by Independent Third Party:No
(1435.4 ISH-800 Win ' ry m Single Hung Window
Limits of Use ertification Agen rtific e
Approved for use in HZ: FL 74,3_$,,,,(2190.CA=5}_i_._._;.�_�,?.,,.ificgtio0,pd`
Approved for use outside HVHZ:Yes Quality Assurance Contrac x ration Date
Impact Resistant:No 09/07/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design press(e,sizeFL1435 R19 IT SH-800c.rdf
and anchorage information. Verified By:A.Lynn Miller,P. 8705
Created by Inde en rd Party:No
Eva I ua ion eparts !
FL1435 R7.9 AE SFi-800c Evaluation.odf {
Created by Independent Third Party:No I
1435.5 SH-5400 EnergyVue Vinyl Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R19 C CAC SH-5400 Certificatio0.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/13/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design pressure,size FL1435 R19 IT SH-5400.rdf
and anchorage Information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports
F!_1.43j_�i:7 AE SH-5400_f_;ralug,4ion_p�if
Created by Independent Third Party:No
11435.6 SH-5500 WinGuard Vinyl Single Hung Window #
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL1435 R19 C CAC SH-5500 Certificat: n, df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/01/2018
' Design Pressure:N/A Installation Instructions i
Other:Please see the Installation Instructions for design pressure,size FL1435 R19 IT SH-5"t O.rd
and anchorage information. Verified By:A.Lynn Miller,P.E.58705
Created by Independent Third Party:No
Evaluation Reports 1
FL1435 R19 AE SH-5500 Evaluation.pdf
Created by Independent Third Party:No
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copvrioht 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
mall 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
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Florida Building Code Online Page 3 of 3
(I),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
® Rid
Credit, and
Safe
(
i
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GENERAL NOTES:
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO COMPLY WITH THE FLORIDA BUILDING ANCHOR LOCATIONS&SPACING
CODE FOR THE DESIGN PRESSURES LISTED.
2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" ADD 1 ANCHO ADD 1 ANCHOR
THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS - 53-1/8"MAX.TIP-TO-TIP -- -- 53-1/8"MAX.TIP-TO-TIP Ir--
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS AT MID-SPA -- - -_52-1/8"MAX.BUCK—"� AT MID-SPAN
—52-1/8"MAX.BUCK
DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. FOR WW 9" , �_ 1 -3/4" FOR WW>39" '�� 17-3/4"
ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE �, I --M MAX
BY OTHERS.
------ ------ ----
�
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM 3-5/8"MAX 3-518"MAX
I I
CENTER OF ANCHOR TO SUBSTRATE EDGE(EXCLUDING
FINISH OR STUCCO).
/ I
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT I / I 7-1/2"MAX I I 7-1/2"MAX
IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS ._ I I __._____ _ -_
CAPABLE OF TRANSFERRING APPLIED LOADS. 76"1 1AX• I I ! I I 1
TIP- TIP 1 {__ 76"MAX. 75"
5)ANCHORS SHALL BE COATED OR CORROSION l I I 75" TIP-TO-TIP I '� I
_ RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. 10-1/8" I I MAX. I I MAX
DISSIMILAR MATERIALS SHALL BE PROTECTED AS I I UCK _+ BUCK
REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE I MAX I 10-1/8" I I
PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED I L_ I
IN THE FLORIDA BUILDING CODE. MAX
6)ADHESIVE SEALANT SHALL BE USED BETWEEN —I - / I 1 I I I
SUBSTRATE AND FLANGE OR FIN.OVERALL 7-112"MAX I / I 7-1/2 MAX
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE
OF INSTALLATION SHALL BE DONE BY OTHERS. I I I
I I_
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE 3-518 MAX I I 3-518"MAX I I
SOUTHERN PINE,2.7 KSI CONCRETE AND CONCRETE
MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING
COMPLIES WITH ASTM E1300,
FLANGE FRAME, FLANGE FRAME,
8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS EOUAL-LITE SASH SME ORIEL SASH STYLE
ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF WOOD SCREWS.
TABLE 2:
9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE Min.Edge Min,
TABLES,ALWAYS ROUND UP TO THE NEXT LARGER Anchor Type Substrate Dist. Embedment i
VALUE.
Wood(Southem Pine) 1/2" 1-318' ;
i
#12 Steel SMS Steel Stud Gr 33 31W .045(18 GA) i
Aluminum-606.9-T5 3!8" 1/6'
Steel,A36 3/8" lie,
TABLEBuck Size Design Pressure Certification Test 1/4"Masonry Concrete 1" 118'
Sash Style sf Options Numbers Re st Anchor Hollow CMU 2-1/2" 1-1/4"
i
Eq al Lit 80 110 oReinf.,TP.Glass ATI- NOTE:FOR ALL METAL SUBSTRATES,SCREW EMBEDMENT SHALL BE MIN.3 THREADS
190 427,42E BEYOND INSIDE FACE OF MATERIAL.
or Oriel 150 Rail Reinf.,TP.Glass 76462.01
. 1'•��Illrr,rr
�.• `°l Lr,:� / i. o,.."er ria: er"�I.c nawmwwoma/oean
m
mvrAr
` ;4\O`.• ...... ROSOWSKI 03/16/11 ALUMINUM 6063-T6 °f I
✓\J/`` ��CE:�!sr �,r AWPROPREM"AvroRMNOFTM f
'C wRy 0"a' R"Ntlm' DMIMP fMyWE MRaROq.OION
AIIYFO'B iYFI13ITfE 141dT18V
H:".jc-�j R3M651LWO�/OTApAIR(Q
. . = ®le
O
= i.
r, 107NOKOMIOF DRIVE
�. 7••, V��� NOKOMIS,FL 94275
/ .,t,` F.rr.F 1,l,• ,•'4�`�• FLCERT.OFAUTH.:29296 SINGLE HUNG INSTALLATION,
A.Lynn Miller,P.E. s'n'muoox' sol°' sr,oa
/✓rvr�- P.E.#5!1705 SH-600 NTS 1 of 2 3031116JR i
EDGE
DISTANCE
TT % SOBS) TE
-'� �� /-- %• %% //AfE
EMBEDMENT / /`/ '/ /' �•i, SHIM EXTERIOR
EMBEDMENT j -� / / / ! / ANCHOR B LOW SUSTR,gTE \
lxwooDI \ v \ \\J\ MEETING RAIL--
SHIM `_ �• __ \._ '��� (MUST BE
SHIM iFLATHEAD)
/
�-
f �I
EXTRIOR
EXTERIOR ANCHORS
In ABOVE_,
MEETING FLANGE FRAME,
ANGE FRAME,
FLANGE FRAME, FLRAIL JAMB INSTALLATION
HEAD INSTALLATION (DIRECTLY TO SUBSTRATE)
(DIRECTLY TO SUBSTRATE) HEAD INSTALLATION
(USING 1X WOODSTRIP)
S SU6STRAJ£j
S
> ANCHOR —�/ \ EXTERIOR
BELOW /
MEETING RAIL
(MUST BE / f 4
FLATHEAD) -
J C > EXTERIOR l
S EXTERIOR
NO
' NO ANCHORS
ANCHORS REQUIRED ANCHORS
/ \
REQUIRED ABOVE1X SHIM
MEETING WOOD
-- I RAIL
FLANGE FRAME. .' �,•. ;:/(��'•
SHIM ' •.,0.. ...........r,� t
SHIM �� JAMB INSTALLATION
l= ��- - — '\ (USING 1X WOODSTRIP)
1X WOOD \ �� 5C`• '
UB RAT / ,,._ l `!0 i
FLANGE FRAME / / SUB T
SILL INSTALLATION 1---- �•'S 10'Niz\ j
(DIRECTLY TO SUBSTRATE) `
FLANGE FRAME er wa wwoexww>rIXaemerwar�armom
J.ROSOWSKI 03115/11 ALUMINUM fi063-T6 xorEsWAWC=GWC0 M9M
SILL INSTALLATION emusrn¢s�ca�cvaa�oazWmaruc
(USING 1X WOODSTRIP) rwaey Dar •' omryau�mna
anwaramnurn�ca�sm wrmer
INSTALLATION NOTES:
1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. t
2)FOR SMOOTH SASH OPERATION,THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS.FOR 1070 TECHNOLOGY DRIVE
ALL OTHER ANCHORS,FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. NOKOMis,FL 34275 T1Q0.'
3)MAX.SHIM THICKNESS TO BE 1/4'. 1FLCERT.OFAUTH.:29296 SINGLE HUNG INSTALLATION
4)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn Miller,P.E.
P.E.#58705 SH-800 NTS 2 of 2 3031511JR
i
Florida Building Code Online Page 1 of 3
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BCIS Home 1 Log In User Registration Hot Topic Submit Surcharge Stats&Facts I Publications FBC Staff ? BCIS Site Map Links Search
a
Product Approval b r
USER:Public User
omdutt Arprovai Meng>Protlurt or Aoolication SeaLch>Application l..ist>A Iication Detai
- FL# FL251-R28
}
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer C111, ustriesAddress/Phone/Email chnoloDwe
Ice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature I lens Rosowski
jrosowski@pgtindustries.com
Technical Representative lens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
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Florida Building Code Online Page 2 of 3
_ Summary of Products
FL# Model,Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Ce to
Approved for use in VHZ:Yes FL2.5g—& e- :-n629�C__p_Approved for use outsr HVHZ:Yes aliurance Contra xpiratio Date
Impact Resistant:No 04/0
Design Pressure:N/A
In
Instructions
(Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 TI 16-0629.03.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-
size,and spacing information. Cr Inde end arty:
Evaluation Reports
Created by Independent Third Party:
251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC ifs 0629.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 It 16-0629.04.1)df
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
I Evaluation Reports
Created by Independent Third Party:
251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.05.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 FZ28 Ii 16-0629.05.0df
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 JSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-C-629.06.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020
( Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 TI 16-0629.06.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.5 SGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
k Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.07.adf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 16-0629.07.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.odf
Approved for use outside HVFIIZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 I1 16-0629.08.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.10.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 16-0629 10 odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0609.10 DR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-0609.10 DR.odf
_ product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
'size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC; 15-0612,06 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
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Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 It 15-0612.06 LM.cdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
I Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0.612.07 SM.rdf F
Approved for use outside HVVZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NCA)for FL251 R28 II 15-0612.07 SM.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
{size,and spacing information. Created by Independent Third Party:
Evaluation Reports
` Created by Independent Third Party:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL75]_R,.28 C CAC 15-121„0,_07_Idf.
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
r Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL,2.5.._ _.S.._I?_1$-1210 f?,, (
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-1210.01.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 I? I5-1210.01.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
......_.._....._..__..__............__............._.._........_..--..---........................._._..............._.......-.................__......_..._....._...._.............._._Created.....by.IndependentThird,Partl''---- ............
__ __ J
£339 SS3H
1 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 here.
Product Approval Accepts:
,n. NO rDtecY
Credit C erld
Safe
I
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 6/21/2017
M IAM I•DADE MIAMI-DADE COUNTY
PRODUCT CON'T'ROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
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,
Nokomis,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as a erein,and has been es>gn orida Code,
including the High V city Hurricane Zone.
DESCRIPTION, Series"SGD-670"Aluminum Sliding Glass Doors w/90'& 135°corners-NI
APPROVAL DOC o.PGTO128 Rev R titled"Series 670 Alum SG - pact", sheets 1
through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Miami- aunty Product Control Section.
MISSILE IMPACT RAT :None:A roved Hurricane Protection devices,complying w/FBC,as applicable
are required.
Limitations:
1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height&
width per tables 1 thru 3.See sheets 6, 7 and 8 for Design Pressures(DP),glass types, Sill type for Positive DP
limits,applicable Standard or Heavy Duty parts and anchorage requirements.See sheet 10 for straight configured
units and sheet 11 for corner units.Pockets&Egress requirements to be reviewed by Building official.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and 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 occpr 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 6f any product,
for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-1013.14 and consists of this page I and evidence pages E-1 &E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA . o.
M1AM1•DADE COUNTY
..., , Expiration Date: April 07,2Pe
A proval Date: July 21,2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No.PGT012$Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1 thru 22 of 22,
prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,signed and sealed by Lynn
Miller,P.E.
B. TESTS
1. 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/
TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,Test
Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all
signed&sealed by Idalmis Ortega,P.E.
2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory,Inc., Test Reports No(s)FTL-5979,FTL-5980,FTL-
5994,FTL-6002,FTL-6034&FTL-6035, dated 08/10/09, all signed&sealed by Julio Gonzales,
P.E. (All above test reports submitted under files# 14-0123.11, #11-1018.17/#09-0826.13)
2. Reference Test reports on 1)Air Infiltration Test, per FBC,TAS 202-94
' 2)Uniform Static Air Pressure Test,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 (b) and TAS 202-94
Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared
by Fenestration Testing Laboratory, Inc.,Test Reports NoFTL-7554, dated 11101/13, signed&
sealed by Marlin D. Brinson,RE(This file has addendum letter dated 08/14/14 &marked-up
drawings dated 08/19/14 &revised interior astragal marked-up Dwgs dated 11-11-13,all issued by
Fenestration Testing
3. Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18.
4. Additional,Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201, 202
&203-94, issued by Fenestration Testing lab (Test report submitted under file#15-0430.08).
C. CALCULATIONS (submitted under file#14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets 1 thru 67,prepared by PGT, signed and sealed by Lynn Miller,P. E.
2. Glazing complies with ASTMS-1300-02,-04 & -09.
Ishaq L Chanda,P.E.
Product Control Examiner
i NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-1
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file#14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014(5h Edition)and"No financial
interest",prepared by PGT, signed&sealed by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises#.15-1013.14,expiring April 07,2020.
2. Test proposal# 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014(5'h edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon,P.E.
5. Test proposals No(s) 09-0177, 0177-A,B& C approved by BCCO.
LCA-,
Ts aq 1.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-2
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:
INCLUDING POCKETS & 90'/135- CORNERS Group Anchor Substrate Frame Min.Edge Min.
Member Distance** Embedment
GENERAL NOTES
Concrete(min.2.85 ket) -MaTigilujamb v I'M-
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&S. I t14*Elco Ultracon Ung; d CMU,(ASTM C-90) Jam _2112- 1-1/4--
aWa U%
2)DESIGN PRESSURES: Grof TM C-W,min,2 Irs! rout) Jamb only
3.35
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. Concrete(min.Ell.410 S. Unneute ) Head/Sill/JambHead/Sill/JambHead/Sill/JambB.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. CreteFfe d CMU,(ASTMksC-90) Jamb ody 2.I12" 1-1/4"
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS eSG-0,55) Head/Slit/Jamb 10 1.395"
PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Iw Elco Ultracon Concrete(min.2.85 irso
Ungmut8d CMU ASTM C-90) Jamb1-114*
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA F.T.Southern Pine 2!
(5r�-abb) Headf8flab 9116" 1-3/11"
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. #12,IM or410 Aluminum,6063-75• Head/Sillf.lamlb W&F-_---6-06-3-
4)SHUTTERS ARE REQUIRED PER F13C REQUIREMENTS,AS APPLICABLE. S.S.SMS,
6)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH 3 (min.11 thrarrelstin) 79a_d/S
steel,AW III/Jamb Xg' 0,050"
NARROW JOINT SEALANT. Steel Stud,A653 Or.33- Head/Sill/Jamb 0.0451'
Concrete(min.3.276 Icsi) HeadISHWamb, 1-112" 1318•6)REFERENCES ELCO LILTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 114"Elco 18-8 S.S. U 3uted CMU,(ASTM C-90) Jamb only Z 1-114'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL, Aggie-Gator -Grouted CMU(ASTM C-90.min.2 ksl grout) Jamb only 2" 2'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine 02-,0"1 Head/Sill/Jamb V 1.3/8°
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(fHIVHZ) P.T. uthern Pine(SG_ I*ad/SIII/Jamb 9/16" 1-316•ER CUR
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS F � P.T.ENT 4 #12.Steel SMS G5, Aluminum,6063-T5* HeacUSIII/Jamb 3/8" 0.063"
FLORIDA BUILDING CODE,AS APPLICABLE. (min.11 threads/in) Steel.AW III/Jamb —3/8' 0,05w
Steel&_ -HeadfS -_
TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, A - Stud,
A653 Or.331 - I H..d/SIFUJamb 318" 0.0451*
FTL-7564 AND AT]72138.01-1401-18 MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN,
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
"•P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ALL SPECIFIC P-HOOK REQUIREMENTS.
ANCHOR NOTES
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. ..N06 DRAWING MAP
3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET
INSTALLED DIRECTLY TO SOLID CONCRETE-WOOD BUCKS DEPICTED AS 2X ARE 1-1/2*THICK OR GREATER.1X AND 2X BUCKS GENERAL NOTES.............1
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GLAZING DETAILS............4,5
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ANCHORAGE.....................6-14
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
DESIGN PRESSURES 6-8 PRODUCIrRrvilwo
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, INSTALL DETAILS..............15.14 2-
MAX 1W THICK&3400 PSI MIN,,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................116
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30ft FELT PAPER OR MASTIC IS PANEL/SILL TYPES.. 17
4KZf-03
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18,19 FAO-wift
PARTS LIST............ 20 se,v'*
TABLE B,SEE DETAILS ON SHEETS 4&5:
EXTRUSIONS...........I........21.22
Glass STANDARDS USED:
Type Description(Listed from Exterior to Interior) -2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
•ASTM E1300-09
GI 3/16"TEMPERED GLASS -ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
GIA 1/4"TEMPERED GLASS -ALUMINUM DESIGN MANUAL,ADM-2010 o
G2 I'LG.:3116*TEMPERED GLASS+518'AIRSPACE+3116-TEMPERED r.LAis— •*AISI-SIO"7/52-2010
G2A I"LG.:11/4"TEMPERED GLASS+112*AIRSPACE+1/4*TEMPERED GLASS
DESIGN PRESSURE G
SEE TABLES 1,2 8 3 ON NOT RATEp FOR MISSILE
RESISTANCE
"Jfr '05105/16 'B ADDED SPACERS TO SHEET 5.
va; GENERAL
TES AND MAP
M .
FL34 .....
oft
SERIES 670 ALUM.SGO-NON-!M CT
A.LYNN MILLER,P.E.
B P.E.#58705
JR OWW14 CS?T OFAUM 02M SGD-670 J�NTSJ�l 122 j*`ft POT0128 le"
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"JW","Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 1w t3 PER TABLES 1-3 t 13 CAN BE OXXXp.
—sir--
j I O A 8 135°CORNER CONFIGURATIONS CAN BE A COMBINATION
F1 i 1 t j OF ANY 2 STRAIGHT CONFIGURATIONS.
Jw Jc I Jw Jc
t3 t a a 0 13 19 to 14 i o 0 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
MAX.UNIT I Z a MAX.UNIT / / I Z w y
HEIGHT t 1 I'a HEIGHT /19 / 1 t I ti Q a
PER TABLES 1-3 PER TABLES 1� / / "X"=OPERABLE PANEL,
"O"=INOPERABLE PANEL,
w wi a w
P"=POCKET
POCKET I POCKET I y DETAIL LETTER
WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL 1 ® "c"=CONCRETE INSTALLATION
V15CONFIGURATIONS 1 13 CONFIGURATIONS t3 SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH
DLO HEIGHT=DOOR UNIT HEIGHT--1
NOM.PANEL WIDTH A w c NOM.PANEL WIDTH Ac w c c 0.125"
PER TABLES 1-3 1 t3 tz 13 PER TABLES 1-3 tz 13 1 13 2 t3 PANELHEIGHT=DOORUNITHEIGHT-1.866"
19 Jw Jc I 1 19 19 9 ;w Jc i a
ll'
19 79 1 14 I�o�, MAX.UNIT 13 9 19 19 14 7 to�o
MAX.UNIT 14 14 i a y HEIGHT a'm ovoDUCf REVICHO
HEIGHT 1 79 I F e 12 t3 t9 19 I w e w ■e.pty;.& ihb lM Flullds
PER TABLES 1-3 / / / i x PER TABLES 1-3 I o w A l -o6z ,03
% / Eawmift pte ">ti
POCKET 14 v�y _
ly I W / / / POCKET I vwi L. ��..
j I
3-PANEL CONFIGURATIONS w 4-PANEL CONFIGURATIONS w Ec
1 1 13 1 13 12 13 7 13
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH Ac NOM.PANEL WIDTH 1
PER TABLES 1-3 t 3 1 3 72 13 PER TABLES 1-3 Cc
1 13
Jc 1 t 13
1 73 t t
19 14 1 1c` 1s t t I 'o W' MAX.UNIT 1s w SEE
MAX.UNIT Kiv'�3 / a° HEIGHT o NOTE
HEIGHT 1 13 t9 9 1s / eW PER � 2,THIS
PER TABLES 1-3 / / / / / i x w TABLES 1-3 / / SHEET.
POCKET 1 EICTERIOR 1 13 'lr •�� �i
t 13
5-PANEL CONFIGURATIONS =
13 z z t3 CORNER,TYP. tw � Pla.�r.7os `•��_
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
9aM er. w� raai.mna off' %•v :^;I"OF
10707FCHNOLOGYDRAIE EXAMPLE CONFIGURATIONS ��, <o�nh..••r,:;•:
N.VENICE,FL 31275 ra '• " j
(901}180.1600 S MES 670 ALUM.SGD-NON-IMPACT -;,; , •1- {;• '•
A.LYNN'fvIILLER,P.E.
�' o� gode° m 22 PGT0128 B P.E.1158705
JR 01120114 CERT.OF 6 SG!}870 NTS 2
I
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 12 19 1 t3 1 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
–s`r--- CAN BE OXXXp.
t 13 1s 19 t
19 1s 1a 1c i 2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
1° is 19 is 1a j o rc o OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT I I a ti
HEIGHT, 13 s is 7s 1s I a
96"OR 120" x 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
"X"=OPERABLE PANEL,
POCKET i y "O"=INOPERABLE PANEL,
'p"=POCKET
– r
6-PANEL CONFIGURATIONS 0 w Ec
3 1ijDETAIL LETTER
MAX.UNIT WIDTH
/Z,),—V"=WOOD OR METAL INSTALLATION
7 "c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH1 A A c c SHEET NUMBER
1 13 1 13
PER TABLES 1-3
–sir---�
J Jc i DLO WIDTH=NOM.PANEL WIDTH-7"
13 t 1a 1a i DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
KIM ° I w o w PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
1 13 19 19 79 19 19 19 14 1 I 0 C o
MAX.UNIT I z u
HEIGHT 1 13 1s is 7s Rig/
I w w"+ pRODUI:f REVISED
PER TABLES 1-3 / i a� ticoapFyinR vitttbnF..id-
10-y b+ding tide
I w ttp1>•d'.r:Nn 2 03
POCKET Ac
i y E'p'w-D+te 4 7 I
7-PANEL CONFIGURATIONS J\W JWP ibAf �d
12 13 1 3 1
MAX.UNIT WIDTH
NOM.PANEL WIDTH A 3 1 c t2 Cc
13
PER TABLES 1-3
J Jc I
"gA
13 IQV qv 9 19 9 19 1 1 c
1W 13 19 9 19 9 19 19 19 1 1 joO
MAX.UNIT
HEIGHT 1 13 9 s 1s 1s s 1s / i W w
PER TABLES I-3NP
Iylu�w t;,illrrr;
/ POCKET
8-PANEL CONFIGURATIONS 'hr rto.saro� =
Bo.wer o"x BsHYvn :.- .7A E VF r;!
1070 TECHNOLOGYDRIVE EXAMPLE CONFIGURATIONS .
;.Fco....
N.VENICE,FL 34275
SERIES 670 ALUM.SGD-NON-IMPACT ',lGA!
er. mm: w (941)480.1500 ''Yr' I�. `.
onry umdr a s rda�: s®t sn""c �.mp A.LYNN M58705 P.E.
JR 07/20/14 CERT.OFAUTH.929298 ® SGD�70 NT$ 3 22 PGT0128 B P.E.#58705
GLAZING DETAILS (G1 &G1A)
3/16"T GLASS
ARIOR
EXTE
3116"TEMPERED GLASS,TYPE G1
FRODUC f REVISED
wrr/lyirg"Pit thr FI"Hd,
YWdioy b-d! 062 0
Aa Vt V ra1L.3
Eafirnir�D.tr��
i'pwtll"et C-o"
1/4"T GLASS
74
EXTERIOR 82
3/4"NOM.
GLASS
BITE
78
54
tti
1/4"TEMPERED GLASS,TYPE GIA
i•IJ.5,W05 '
GLAZING NOTES: _
"T"=TEMPERED
.;ra-c
1070 TECHNOLOOYD GLAZING DETAILS {t'�`.%� y ,.•.,..:
N.VENICE.FL 31275
/80f}, 1600 SERIES 670 ALUM.SGD-NON-IMPACT `l.•j- '~
mm aurae Dela aamnuocn suv' A.LYNN ILLER.P.E.
JR 02,20114CERT.OFAUTH.#79296 ® SGD�70 NTS 4 -22 PGTO128 B P.E.#58705
z
GLAZING DETAILS (G2&G2A)
u
SILICONE HOT-MELT BUTYL
STRUCTURAL .F
1"NOM, SILICONE
STRUCTURAL ,-1l4'NOM. FOAM 3N 6"NOM.
POLYISOBUTYLEN WITH \
3116"T GLASS WITH DESICCANT DESICCANT i
5/8"AIR SPACE EXT.GLA ss EXT.GLASS
3/16'T GLASS
74
EXTERIOR INT.GLASS INT.GLASS
a
KODISPACE SUPER
124-127 314'NOM. 12a 4SGTPS 125 SPACER®NXT- c
GLASS
BITE
i
79
55
ALUMINUM
REINFORCEMENT POLYISO- DESICCANT FILL AREA
1"I.G.GLASS,TYPE G2 BUTYLENE
5116`NOMI
SEAL —5116"NOM.
BUTYL& /—SILICONESEAL
DESICCANT ROLL-FORMED
FOAM \ STAINLESS STEEL w ODmsfp(1f��+�MEe F1mY3t
EXT.GLASS i � �/6-OLZy.03 s
1'NOM. EXT.GLASS Ewple B4M -2 {
1/4"T GLASS rPrtr<'astCas_
INT.GLASS INT.GLASS
112"AIR SPACE
1/4"T GLASS ?"
EXTERIOR
74 128 SPACER 127 SPACER
a63 h
4'
t
3124-1274314"�NDM. Part# Description MaterialGSS124 Kommerling 4SG TPS Spacer SystemBITE See this
125 Quanex Super Spacer nXP with Hot Melt Butyl 126 Quanex DurasealSheet for
Materials
127 Cardinal XL Edge Spacer
55 I
REFERENCE TEST REPORTS:FTL-8717.8968&8970 04
1
hl11/�
1"I.G.GLASS,TYPE G2A
GLAZING NOTES: 4-
"T"=TEMPERED
-
"T"=TEMPERED
Rene ar- me: Reewr mw.• ..'C•i '1F
JR 05/05/16 B ADDED SPACERS. roloT callococyorrlve GLAZING DETAILS ° s:T6
FL 34275 eeR ',�1�, FLOR�Or' `-
�„y�a,� SERIES 670 ALUM.SGD-NON-IMPACT
F+SSIONP�
_ — sus — _ µ' ^" A,LYNNMILt%'R.P.E ;
SJR 0220/14 �. CERT.OFALIM.#28200 M SGO.670 NTS 6 d 22 PG70128 B P.E.tt 58705 f
3
i
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90'or 135°comer units,see sheet 11 (Water Infiltration Rating) I
Table applies to all Glass types and Door unit Height Sill Riser Height OH LENGTH F�
eo^ a4•' 90" 9s° (+)Design
the StflelAstragal types shown below. Flet or Box,see Pressure,psf =
69-7lB' LO 73-718'DLO 79-718"DLO 85-718"DLO (
Positive(+)OP may be limited by Anchor Group Anchor Group Anchor Group Anchor Group Sheet 17) t9
Table to OH LENGTH
t 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-1/2' see note 3 OH RATIO= OH HEIGHT ul OO OH RATIO 21
Design Pressure +90.0/-127.1 +90.0/-120 +90.0/-110.8 +90.0/-102.9 Low-2-1/2" +46.67 O 0
24' 17" Head/Sill C6+1 CA+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+t Medium-31/4" +60.0
DLO Jamb 8 8 8 9 8 B 8 B 8 8 8 8 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1+g 7+8 7+8 7+8 7+5
High-4° +90.0
Design Pressure +90,0/-106.3 +90.0/-100.2 +90.0/-92.2 +85.3/-85.3 SEE NOTES 1-3 SEE NOTE 3
�" 23" Heed/Sgl Gi+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4-10-10+1 G4+1 C4+1 G4+1 C4+1 C4+1
DLO ,lamb 8 8 8 8 8 8 B B 8 B 8 S 8 L-8-1-8 8
P-hook 7+8 7+8 7+8 7+8 7+B 7+a 7+a 7+8 7+8 7+8 7+8 7+8 NOTES:
Dasa n Pras +90,0/-929 +87.3/57.3 +80.0/-80 +73.8/-73.8 1 POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
„ 29' Res;Pit G1+1 CA+1 C4+2 GO+2 +1 04+t C4+t C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+t C4+1 C4+111 )
04.0 Jamb 8 8 8 8 8 8 8 8 8 8 8 6 B 8 8 8
P-hook 8+7 s+7 s+7 6+7 +8 7+e 7+8 7+B 7+e 7*a 7+s 7+e 7+e 7+8 7+e 7+8 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
Dasa nPressura +78.4/-78.4 +71.6/-71.6 +65.6/85.8 THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,
w 35" Head/Sill C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4*1 CA+1 c4+2 ca+2 c4+1 of+t c4+2 Ct+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
d 42' DLO Jamb 8 8 8 8 8 8 1 8 8 8 a 8 8 B r3 8
1A.
P41ook 6+7 6+7 8+7 6+7 7+87+8 1 7+8 7+0 7+B 7+B 7+B 7+8 7+8 7*8 7+8 7+B
E Do'nPressure +77.1/-77.1 +720/-72 +65.5/55.5 +60.01-60
41^ Head Slg C4-2 C4+2 C4+2 p1+2G4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 c4+2 C4+z C4+2 C4+2 3)4".3-1/4'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
48' oto Jamb e B B it e 8 a B 8 a B 8 B B a s THE 1-112SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P-hook 6+7 s+7 s+7 s+7 7+e 7+8 7+e 7+8 7+8 7+e 7+a 7+e 7*8 7+e 7*B 7*e REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Design Precsum +72.5/-725 1 +67.4/-67.4 +61.0/-61 +54.7/54.7 1 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
54„ 47" Head/Sia CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 c4+2 G4+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
DLO 'Jamb 8 8 8 8 8. 8 8 8 8 1 B 1 8 8 e B 8 8 INFILTRATION.
P-hook 1 6+7 8+7 6+7 1 0+71 7+e 1+5 1 7+B I 7+B 7+8 1 7+8 1 1+8 7+B 7+8 7+B 7+8 7+8
Design rassure +69.1/59.1 +64.0/-64 +57.6/57.6 +50.6/50.6 4 SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
�„ 53" HeadlSill G1*2 C9+2 C4*3 CA+3 C4+2 G1+2 C4+3 C4*3 C4+2 C4+2 C4+2 Gi+2 C4+2 C4+2 C4+2 C4+2 )
DLo Jamb 8 a 8 e s 8 8 8 8 a e a B 8 e 8 INFORMATION.
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 18 1 7+8 1 7+8 1 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
DLO WIDTH=NOM.PANEL WIDTH-7"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED.
PRODbCrREVISED
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
u coapllieg wi1Y the F1erWa
bwdi.s Coda
Accepteece No !-OLP ^O S
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90"Astra al Lockstile @ 135'Astragal Lockstile @ I I
Assembly g Straight Astragal Assembly 90•Astragal Assembly 135•Astragal
7r1!iti+pr rv-0retCml4d
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal OutsideC''- Inside
orner Outside Corner
Cor; elner
Inside
Insideide Cor Corner Outside
Part#61(Stile) COrner
Part 961(Stile) +?;-y( l:'(!'1/J.1%%��``?;..•
Part#60(Stile) Part#119(Out.) •,>�' Imo: r -
Part#60(x2) Part#60 Part#60 part#67(Astragal) Part#60 Part 0118(Corner part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount) ;lo,_'87'05
b
tot> +HooyoDPANDANCHORAGE 't0at
. N.ro
VENICE FL 34276 lire ......
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ameaa ctrue.rwa.t - wee DWAV a A*' A.LYNN MILLER,P.E.
JR 02/20/14 carr:OFAur11 i79z9s Ry. SGD670 NTS 6 s 22 PGT0128 B P.E.N 58705
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(tor all approved eontlpuradon6 on sheets 2 8 3) TABLE 2Aii
For comer astragal amhomee an 90°or tar comer unas,soo sheet 11 SIII Heg ht to Max.(+)D P
Table applies to aY Glass types and Door Unit Hel It (Water infiltration Rating)
the S6te7Astregaltypesahoua so• tpz toe• 114• 120" Sill Riser Heigh
below,P-I ive(+)OP may be B9-7 DLO T}T/ DLO 9-T&DLO 8S OLtl g7-778•Dt.O 97-76•DL 703-ia'DLO 109-J8'DLO (+)Design
nchor Gmup Ane fGloup c r-Mp Anchor Gmup Ane fGmup nchofG Anchor Gmu Aro or Grou (Flat or Bax,see
umlted by tame 2A. p p Pressure,psf
1 2 3 4 1 2 3 4 5 2 } 4 1 2 3 4 t 2 3 4 1 2 3 4 i 2 3 4 1 2 3 4 Sheet 17)
Design piessure -9a0/440.0 +90. /-133.0 +90. -122,0 +90.p/-1 0.0 +90.0/-106.0 +90.0/-99,0 +90,0/-93.0 +bap/-88.0 Flush-1-1/2" see note 3
2r 17• Head/3111 cow ca«t C4+t c4+t c1+1 ca:1 c4+t G}+1 C4+1 C4+1 Ci+1 C4+i C4«t ct+1 c1+t co«t c4+1 +t c1+t ca+1 ca+t C4+4 C4+1 C4+1 C4+t Cq+Y C4N C4+1 C4+1 C4+1 C4+t C4+t Low-2-l12' +46.67
DLO Jamb 8 8 B 8 8 8 8 8 8 8 8 8 8 8 8 B 10 10 70 i0, iD 10 10 10 70 10 10 1D 10 10 10 t0
P-hook 8+i 7+8 7+e 7+0 7+B 7+B 7+8 7+8 7+8 7+B 7+6 7+B 7+8 7+8 7+B 7-8 6+0 e+B a+9 B+9 8+9 9+9 8+9 8+9 9+1019+1019+1019.10,9+1019+1019t1019+10 Medium-3-1/4" +60.0
Design Pressure +9001-l4f.8 +sO.A/-793.8 +90.01-t229 +90.01-113.8 +90.01-105.9 +90.01-99.1 +90.0193.f +8781-87,8 High-4" +90,0
23 neamsm cs+1 cs.t cs+2 cs+z cs+t cs+1 C6+2 CS+Z C6+1 cs+t cs+1 c5.1 cs+1 cs+t cs+1 Cs+t Cs+t Cs+t Cs+1 c5+1 c5+1 Cs+1 cb+t cs.1 Cs+1 C6+7 C6+1 C5+1 C6+1 C6+1 0541 Cs+1 SEE NOTES 1-3
DLO Jamb a s 1D e s a :o s a a 1a a e a 10 a 10 10 10 10 10 10 10, 10, 10 to to 10 to to 1a to
P4ewk 7+8 8+9 B+9 a+s 7+8 9+8 8+9 B+9 7+8 a+9 9+B 0+9 7+6 8+9 B+9 8+9 8+9 8+9 8+9 6+9 a+9 8+9 8+9 8+99+1019+109+f0 8+10 9+i0 9+10
Design Prasay. +90.01-123.9 +90.0/-t 16.4 +ea.0/-406.7 +90,01-98.5 +90.014)1.4 +85.31-85.3 +80,0!9+1 9+10 BNO
0 +75.3/-75.9
38' 2T Heed7Si6 C5+2 CS+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS*2 C5+2 C5+1 CS+i C6+2 C5+2 CS+1 CSat C5+2 I - +2
2 CS+1 C6+1 CS+i CSai CS+i C5+1 C5+1 C5+1 CS+1 C5+1 C6+i CSat
DLO Jamb 8 8 10 8 8 8 10 8 8 8 10 8 B 8 10 a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hwk 7+8 8+9 8+B b+9 7+8 a+9 8+9 8+9 7+8 8+9 8+9 8+9 7*a 1 8+9 18+9 1 8+9 8+4 S+B 8+9 8+9 8+B 8+9 8+9 8+9 9+10 9+50 19.10 1 9+16 4+10 9+10 9+10 9+10
Design Pressure +90.0/-117,6 +90.01-104.5 +90.01-954 +07.01-87.8 +87.3/-81.3 +75.7/-75.7 +70.9/-70.6 r66.S/E6.S
42'
D-LO
C5+2 GS+2 CS+2 CS+2 CS+2 C5+2 C5+2 C6+2 C C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+1 C5+1 C6+2 C5+2 C5+1 C5+1 C5+2 C6+2
OLQ Jemb a 6 10 @ 8 8 10 8 8 8 10 B e B 1D 8 10 1D 10 10 f0 1D 10 10 10 10 f0 10 10 10 10 10
P-hook 7+@ 8.0 8+9 8+9 7+8 B+P 8+9 B+B 7+a 9«9 B+9 8+B 7+8 6+9 BaB B+B a+9 0+B 8+9 8+9 8+e 8+B 8+B 8+9 9+10 9+10 B*td B+10 9+70 9+10 8+10 9+W
Design Pressata +8p.8/-f029 +90.0!-96.0 +8731-67.9 +80.0/-60.0 +73.81-738 +68.5188.6 +6-8.01.64.0 +60,01.50.0
46" 41" tleedtsli C5+2 C5+2 C6+3 C6+3 C6+2 C8+2 C6+2 C8+2 C6+2 C5+2 C5+2 C6+2 M+2 C5+2 C5+2 C5+2 C5+2CB+Z C5+2 C5+2 06+2 C5+2 C5+2 0+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2
OLD Jamb s a �o a a s 1a s a s so s e e 10 a 10 1a 10 10 10 1 to 1a to 1a 1a to 1a to to 10, DLO WIDTH=
P-hook 7+0 B+9 a+9 a+9 7+8 8+9 8+9 8+9 7+8 8+9 a a+9 N8 8+9 a+9 8+9 e+9 8+B e+9 8+9 @+9 8+9 8+9 8+B s+10 9+10 9+10 9+1p 9+10 9+10 9.10 9+10 NOM,PANEL WIDTH-7"
Design Pressure +830/-63.0 +77.2/-77.2 +69,81-89.8 +b38/-638
kDLOO
, 47• Head sal C4+2 C4+2 C5+3 C5+3 CA+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 CS+2 Cs+2 DLO HEIGHT=
Jamb 8 8 B 8 8 e 8 6 8 8 B B 8 a 8 8
P4wok 6+7 7+a 7+e r+a 7+a 7+a 7+s 7+e 7+e 7+8 7+a 7+s 7+8 7+8 7+e 7+8DOOR UNIT HEIGHT-10.!25"
DeSlgn Press Ore +79.21-79.2 +73.3/-73.3 +66.0/-86.0 +so.p/ .a Not available in these sizes
G+ PANEL HEIGHT Jamb e B e e s e e e s s e e e e a e DOOR UNIT HEIGHT-1.866"
174-1, 6+7 7aa 7+8 7+e 7*8 T+8 7+8 7*B 7+8 7+8 I+a 7+8 7+8 7+8 7+8 7+8
0= EXAMPLE ON SHEET PR0 UCr REVISED
as I plylnjt wily the Florida
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. h.0olt GO&
Interlock Straight Astragal Lockstile @ g06 Astra al Lockstile 135'Astragal Lockstile @ Actep(.oee N./4-042��jj..'n3
P-hook Lockstile @lamb g @ Espire(io.D.t�
Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty stile Heavy-duty Stile a k-r +yam`
Standard Astragal Outside Corner Inside l7�31t°t>w44! "e7C=
kEaOutside Corner
Cerner
Inside n
Inside Carver Corner Outside
Corner
Part#61(Stile Part 461(Stile)
part#119(Out.) Part#61(Stile)
Part#61(x2} Part#61 Part#61 part#67(Astragal) Part#61 Part#118(Corner part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd.aunt)
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.
WHEN USiNG THE 4"SILL,POSITIVE WATER DP 1S 90.0 PSF MAX(NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. OH LENGTH I• ;:; f 1 JJ
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 2 MAY BE USED WHEN THE DOOR IS 9 ot. %{ri`'•
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR =
WATER INFILTRATION, =O o
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. OH LENGTH -'
OH RATIO=
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3 .41 g g
0.� 2rr.bnk a..t>d.• S;:a,7 Cr
1070 TECHNOLOGYDRNE DPANDANGHORAGE
r N.VIWICE,R.31275
(941).480.1600 SERIES 670 ALUM"SGO-NON-IMPACT
'r:(r�lit•1'••
Ititr tl'� r ® o.l.unart �` a..e °aicnN' 8eY'' A.LYNN MILLER,P.E.
JR OZ2UIfd 1;ERT.OFAU7H,4?9zse 3G8670 1VTS 7 a 22 PGT0128 B P.E.#58706
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90°or 135'corner units,see sheet 11 (Water Infiltration Rating)
Door Unit Height Sill Riser Height II
Table applies to all Glass types and 80, 84•' BO" 98" (+)Design OH LENGTH F�
the Stile/Astragal types shown (Flat or Box,see F-
below.Posiths(+)DP may be 69.7/8"DLO 73-7/B`CLO 79-718"DLO 85-7/8°DLO Pressure,psf =
Anchor Type Anchor Type Anchor Type Anchor Type Sheet l7) O
limited by Table 3A. Flush-1-1/2" see note 3 = O OH RATIO 2 1
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
Design Pressure + + . - + - + Low-2-1/2" +46.67 x O
24° 17" Head/Sill C4+1 1 C4+1 21+1 C4+1 C4+1 C4+1 C4+1 G+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4° +60.0 O
DLO Jamb B 8 8 B 8 a I B 8 8 1 8 1 6 8 8 8 8 8 High-41 +90.0
P-hook 5+7 7+9 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+g 7+8 7+B 7+8 7+8 1 7+8 1 7+8 7+6 SEE NOTES 1-3
Design Pressure +90.0/-159.5 +90.0/-150.3 +90.0/-138.2 +90.0/-128
Nr 23" Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 CB+2 05+1 C5+1 C6+2 C8+2 C5+1 C5+1 C6+2 C6+2 OH LENGTH
DLO Jamb a 810 8 8 8 10 B B a 10 8 8 B 10 8 OH RATIO= OH HEIGHT
P-hook 8+9 9+10 9+10 9+10 8+9 9A i, a+10 9+10 8+a 9+10 9+10 9+10 8+9 9+10 9+10 g+10 NOTES:
Design Pressure +90.0/-139.4 +90.0/-130.9 +90.0/-120 +90.0/-110.8 POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4-SILL.
36" 29` Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 CS+2 C5+2 1 CB+2 C8+2 C5+2 135+2 C6+2 C6+2 )
DLO Jamb 8 8 10 8 8 8 10 a 8 8 10 8 88 10 8
P-hock 8+9 9+10 1 9+10 9+10 a+g a*10 s+10 s+10 a+s 9+10 s+10 s+10 8+9 8+10 Pio 9+152)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Design Pressure +90.0/-125.5 +90.0/-117.6 +90.0/-707.3 +90.0/-98.7 USING THE 3-1/4°SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
35° Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 CS+2 C5+2 C6+2 C8+2 C5+2 C5+2 C6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
42
a• DLO Jamb e B 10 8 8 8 10 8 8 8 10 8 8 8 10 a SEE TABLE 3A.
P-hook 8+9 9+10 9+1019+10 8+9 9+10 9+10 9+10 8+9 9+10 8+10 9+10 8+9 1 9+10 I 9+10 I 9+10
o Design Pressure +90.0/-115.7 +90.0/-108 +90.0/-98.2 +90.0/-90 3)4",3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
Z 41" Has(Sill C5+3 - 3 C6+3 C8+3 C5+2 C5+2 C6+3 C8+3 C5+2 C5+2 C8+2 C6+2 C5+2 C5+2 C6+2 C6+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
48' DLO Jamb g 8 10 B 8 B 10 8 8 8 10 8 8 8 10 8
RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P-haok a+g 9+1019+1019+10 B+s19+1019+1019+10 8+s 9+10 9+10 s+to 8+s s+t0 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +63/-83 +77.2/472 +69.8/•69.8 +62.6/32.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
1" 47° Head/Sill C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 CS+2 C5+2 134+2 C4+2 C5+2 C5+2 C4+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb B B 8 8 8 B B 8 B 8 8 B a 8 8 8
P-hook 6+7 1 7+8 1 7+8 7+8 7+8 7+B 7+g 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 7+6 7+8 7+8 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
Design Pressure +79.2/-79.2 +73.3/-73.3 +66/36 +58/38
53` Head/Sill C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 CS+3 C5+3 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION.
DLO Jamb g 8 8 8 8 B B t3 B 8 8 8 1 8 1 8 1 g 1 8
P-hook 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+e 1 7+8 7+8 1 7+e 1 7+8 1 7+8 1 7+8 1 7+87+87+8 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR
DLO WIDTH=NOM.PANEL WIDTH-7" PAIRS TO BE INSTALLED.
PRODUC
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" ma�E(�.`gar rtK F�nn>dz
Iwrdiag Code
PANEL HEIGHT=DOOR UE
NIT HEIGHT-1.866" q9,,oce No /6-o6Z4,�3
,twrrrdea o.r°�/�u
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.
Interlock P-hook Lockstile@Jamb Straight Astragal Lockstile@ 90'Astragal Lockstile@ 135'Astragal Lockstile@ IyyKr Ryy. txtCmRd
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-dutyAsuagalInside
Outside Corner„ Outside
Corner
Corner
4n- ' dill•.,,.,.' �i.r.
Inside ........ I
Corner Outside 't1/!/.,
Inside Corner I IComer a'.• ` 'Erl ° ''�
Part#61(Stile) Part#62(Stile) part#119(Out.) Part#61(Stile) .- 1 Syn,
Part#61(x2) Part#61 Part#61
Part 468(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount)
6 (6
rawer• wm wwmc ;.•.� '.4F
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N.VENICE.FL 31776 nr• '
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NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
REQUIRED @ PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
SPLICE ( DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK 24"MAX.O.C.
POCKETS CLUSTER,SEE
THIS AND 60"NOM.
SHEET .� SEE POCKET 8 P-HOOK PANEL WIDTH DETAILS,SHEET 11 x xx
( ) r------- - x x x x
JAMB MOUNTING x x x x x f x x x x x x 6°MAX.
INSTALLATION, ADAPTER 6"MAX. (Oj x x x x xx% x x x x x x�
THIS SHEET ANCHORS MIDWAY 1 I I }L 3"MAX.
o ^`. •� &SHEET 14 BETWEEN P-HOOK ®' I O I 4 PAIRS OF
f 11 ANCHORS&AT 3" 11 I. o x=FRAME x x ANCHORS
FROM TOP& ®� ,I r9 ANCHORS 96" (TOTAL 8
0 )1BOTTOM o 1a^ I i_i 1 o UNIT 21"MAX ANCHORS)
>l MAX.O.C. "���— HEIGHT O'C' PER JAMB
4.051" 8"MAX.TO OPENING ®I 14 MAX.O.C. 0 o=P-HOOK x (SEE JAMB
EDGE OF POCKET SEE w a 0 ANCHORS x DETAIL
INSTALLATION ion ® Z BELOW
DETAILS'Jc'&'Kc', imq� lo� R10=P-HOOK )
END PANEL SHEET 14&PART Q ® ;0 MOUNTING
ANCHORAGE DETAILS'J'&'K', 1 I 101 3•MAX. ADAPTERx x
24"MAX. (ANCHORS) SHEET 19 FOR i �--k®1 I I _ ANCHORS
P-HOOK 6'MAX. lel---` x x x x x xx x x `✓ END PANEL
O.C. �-------AX. x
+2" ANCHORS END PANEL x' x, x x x x x x x x' x 6•MAX. —ANCHORAGE(SEE
ANCHORAGE x x x, x
ANCHORAGE x' x xx x SKETCH BELOW)
"+2" +2„
(SEE SKETCH BELOW) �.+2' �•+2" '+2" ANCHORAGE ANCHORAGE
CENTERLINE 8-MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. I EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XX0-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1)APPROVED ANCHORS:SEE TABLE A.SHEET 1 AS NEEDED TO ALIGN THE
T— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE
60. CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" —� OCCURS AT THE P-HOOK.
NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX.
PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. 1
WIDTHDETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. 1
FOR IN "• OR 1ES5 �+coaT•tYi•q w'itY txe Florid,
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" Mdlog r k
"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR Ae pf•No Z-o3
17 CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT ll�j } E •d••tli1e4T4�f LO I
3.5" cernenurvsoF 6"MAX. IL(„
REQUIRED AS PER THE FIGURE AT RIGHT: moa
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR �2_TRACK CO's I
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES +2"ANCHORAGE SEE"C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE
• ' DETAILS,SHEET 11 I_OF FOR ASTRAGAL INTERLOCK �OFASTRAGAL (2 ANCHORS) g^
I
_ 4.051" 3.5" i MAX.
• irk`...t•:;•..
a _
CENTERLINECENTERLINE CENTERLINE
EXTERIOR "+2"ANCHORAGE "+2"ANCHORAGE OF PANEL 5 _ Q
OF PANEL 3 OF PANEL 4 I _
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
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RAGAL OR SPLIC ION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE CATION 6"D G. .,
INTERLOCK-�IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCKIF NEEDED 2.04' 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAI ) CENTERLINE I
1.75' EXTE R 6"DIAG,
3.5" f 7„ 71,
1.75" \
3.5" 21"
II
"DIAG. 1 4"DIAG. MAX' EXTERIOR
2.0 2. 2.0 . 1"
f— H 5.64"
FMERIOR 3.5" ]^ TERIOR 4"DIAG. f 7' TER R 7 3.5" O C.
MAX.
V 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL � -TRACK FRAME HEAD/SILL 5.64'
ASTRAGAL OR 1 CK TRAGAL OR INTERLOCK (a)ASTRAGAr OR INTERLOCK 2-TRACK
4 CLUSTER (US RE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB M
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE C5") ANCHORS ARE REQUIRED,"C6") NCHOR PAIR
TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR� 2'04"
I SPLICE LOCATION 6"DIAG. FRA JAMB
INTERLOCK-1—IF NEEDED INTERLOCKt CONDITION,USE INTERLOCK--1—IF NEEDED _ EXT ANCHOR
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3.5"
3.5" 3.5" 7"
ANCHORS MAY BE INSTALLED
_.
21"
o EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08" 4.08" O.C.
2.04"
5.64" NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR 7" EX"TlE�RIOR 7" 4"DIAG. EXTERIOR 3.6° ARE BASED ON MIN.
3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL V 3 M 6"MAX' ALLOWED.
3-TRACK FRAME HEAD/SILL
(a)ASTRAGAL OR INTERLOCK [.7aASTRAGAL OR INTERLOCK (ED ASTRAGAL OR INTERLOCK 2.FOR HEAD SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
CK FRAME JAMB LOCATIONS/ANCHORAGE
HORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
(FOR SPLICE FOR SPLICED VKUDUC
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ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR(FOR SPLICE CONDITIONS ONLY:
CONDITION,DO NOT .m."'i.y whS t4 Fl.dak
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CONDITION,USE USE THIS DETAIL)
CENTERLINE I CENTERLINE CENTERLINE IF NEEDED E—pl-c.14 o�2 p3
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1.75" �I "C6"CLUSTER DETAIL) 3.5" 3.5"
6a0fr�iee
3.5. 3.5" 7°
2.04" 4"DIAG. 2.04" - 4"DIAG. 2.04"
2.04" Lj';WDIAG. 4"DIAG.
4"DIAD2.04"
EXTERIOR EXTERIOR XTERIOR ]" 3.5" 9.5" \'�•�,; —ri,q 'f:
-0/ 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
na.ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH 8 WITHOUT SPLICE CONDITION
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2.04" 2.04" OERIOR " INTERIOR 2.04" NOTES:
IN
INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN
?4'DIAG. 4"DIAL. 8.94ARE BASED ON MINIMUM
6.12" 6.12' 3.5• ALLOWED.
INTERIOR 7 11 110 INTERIOR 2.DETAILS DEPICT ANCHOR
INTERIOR 90° 3 90° 3 QUANTITY AND SPACING,
1EXTERIOR 1 ° AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR IAG. 4'DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
3.5" 4" 3.5" 4" 3.5" 3 EXTERIOR
4. •+1"ANCHOR
2.04" EXTERIOR 2.04" 7 2.04" EXTERIOR 2.04" 7„ 8.94"
EXTERIOR
90°CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADI.-;ILL I- CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6")
4.08"
"+2"ANCHOR
INTERIOR
EXTERIOR *DIAG.
"
_ "+1"ANCHOR 2.04" '
4" -- 4"DIAG.
INTERIOR 3.5• INTE
3.5" I
90° 7" CENTERLINE
EXTERIOROF PANEL
^+3"ANCHOR
4.08" 4.08"5.37"DAG. CENTERLINE2,04"3.5" 4" Q OF PANEL 4"DIAG.
ERIOR 7^ EXTERIORTERIOR A N "+2"ANCHOR 35"TERIOR _ 7,�
90°CORNER 135°CORNER VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 15 L—CENTERLINE
("CANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED OF PANEL
6"
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) I 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
OORt12 INTERIOR 2.04" PROD -
3.5" hm l nz C-Idc I1M1 the FbAda
6.12" CENTERLINE AcCg9=ceNB ��-o6ZS•D�
ERIOR
5.88" OF PANEL E.p.rbB D�te7�
INTERIOR
INTERIOR 135° "+3"ANCHOR L-
2.04"
3.56.12" 6.12" 7" EXTERIOR
2.04" 4"DIAG. 3.5" 3.5" I „ay i_YP:;j •.
EXTERIOR EXTERIOR 4" CENTERLINE .��'',.,:•_•
2.04" OF PANELvs
90°CORNER 135°CORNER
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("C8'ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE SHEET 1
SEE TABLE A,SHEET 1 TABLE A, SEE TABLE A,SHEET 1
J� 2-1116" 2-1/16" 2-1/16"' NOTES:
EXTERIOR 1/q• 114" 1/4" 1.ALL DIMENSIONS
a h MAX. MAX. MAX. SHOWN ARE BASED
a r SHIM EXTERIOR ` SHIM EXTERIOR SHIM ON MIN.ALLOWED.
7 2.METAL OR WOOD
EMBEDMENT: T } SUBSTRATES MAY BE
SEE TABLE A, —I IF
USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP.,
2X WOOD SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD "DIAGONAL O.C.
Aw WOOD INSTALLATION Bw WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR N"IN.8�E
E ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.S4,SHEET 1
SEE ANCHOR ._ ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND _
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4 MAX.) SHEET 1 1 SHEET 1
1(1/4"MAX.) ..�.�-- `.. ...-,,. (1/4" .;,.:.: .� .,.
EXTERIOR I EXTERIOR7TABLE
EXTERIOR I EMBEDMENT:SEE
TABLE A,SHEET 1
2-1/16"" 2-1112-1/16"" EDGE DISTANCE:
EDGE DISTANCE: CE: I SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 ST 1EMBEDMENT:SEE TABLE A,SHEET 1 EMB . LE A,SHEET 1
2-TRACK FRAME SILL E 3-TRACK FRAME SILL Ew Fw -TTA INSCK TALLATIOME SILLN
Dw WOOD INSTALLATION WOOD INSTALLATION
EMBEDMENT:SEE
TABLE A.SHEET 1
EMBEDMENT:SEE PRODUC rREVISEJ)
TABLE A,SHEET 1 EDGE DISTANCE: -v Pt7tm9witktineFbdk
SEE TABLE A, bd'°g C=ane
EMBEDMENT:SEE METAL TYP., SHEET 1
E:PirWi°p Dile
TABLE A,SHEET 1 �1 EDGE DISTANCE: SEE ANCHOR A
EDGE DISTANCE: SEE TABLE A, NOTE 4,SHEET 1
t�txf Pmd.c(e
2X WOOD SEE TABLE A, 2X WOOD SHEET 1
TYP.,SEE ANCHOR SHEET 1 TYP.,SEE ANCHOR
NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1/16"
Qk—
SMS ANCHOR TYP.,
2-1116"' SEE ANCHOR NOTES
WOOD ANCHOR TYP., n 2-1/16"" E TABLE A,SHEET 1
SEE ANCHOR NOTES I WOOD ANCHOR TYP., MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS
Ir1� &TABLE A,SHEET 1 BEYOND THE "0""'I LYNN � %
EXTERIOR - V EXTERIOR METAL *fit.••'• "-,eF �
EXTERIOR �� t'�N� 'p
1/4"MAX.SHIMU SUBSTRATE - F
114"MAX.SHIM —�F�
114"MAX.SHIM F-- -5: No.58705da -
2-TRACK FRAME JAMB ga 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
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INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
TANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A.SHEET 1 SHOWN ARE BASED
PER TA TABLE A,S'H 1
A,S ET 1 1 2-111 "' PER TABLE 2.1/16°• PER TABLE 2-1/16"• ON MIN.ALLOWED.
Jam_ ,SHEET 1 A,SHEET 1 114" •DIAGONAL O.C.IS
EXTERIOR t Mme' MIN 4"(HEAD&SILL)
} 7– j r SHIM OR 6"(JAMB)SEE
7T i f DETAILS,SHEETS
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SEE TA E A, AX. (� MAX. (�
SH 1 SHIM `3 SHIM
PROPER L ECURED 1X CON E ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK E ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1 . TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HEAD ifa 3-TRACY.FRAME HEAD ja 4-TRACK FRAME HEAD
�,LcJ CONCRETE INSTALLATION k B. CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,S OR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANC SEE ANCHOR SEE ANCHOR r
NOTE EET NOTE 5, NOTE 5,
SHEET 1Z SHEET 1�
T I (1/4"MAX.) (114"MAX.) 1
EXTERIOR 1 —j EXTERIOREXTERIOR J-
2-1116"• CONCRETE
2-1116"' 2-1/16°• PER TABLE
EDGE DISTANCE: ONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 ER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRA L 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dc C NSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 ~
EMBEDMENT:SEE D'JCf REVI6BD
TABLE A,SHEET 1 �I EDGE DISTANCE: ""4'1 "M
EDGE DISTANCE: I SEE TABLE A, A .-"No 16-G62 .03
EM MENT:SEE CONC./CMU ANCHOR SEE TABLE A, PROPERLY SECURED SHEET 1 E.PkaNec Det<
1X WOOD BUCK TYP.,
ABLE A,SHEET 1 —� TYP„SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, �•
PR PERLY SECURED EDGE DIS CE: NOTES&TABLE A, SHEET 1 iodenCod
SEE TAB SHEET 1 2.1/16
1 WOOD BUCK TYP., SHEET 1 2.1/16°
S E ANCHOR NOTE 3, CONC./CMU ANCHOR
SHEET 1 TYP.,SEE ANCHOR
' Y. 2-1/16"' PROPERLYSECURED NOTES&TABLE A.
C NC./CMU ANCHOR 1X WOOD BUCK TYP.,
ANCHOR SEE ANCHOR NOTE 3, SHEET 1
CONCRETE CONCRETE
OTES&TABLE A, - OR CMU
SHEET 1OR CMU i YPJr.l i
SHEET 1 CONCRET PER TABLE EXTERIOR PER TABLE �,
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I
1!4"MAX.SHIM F� PER LE
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INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE
Oo o SEE ANCHOR NOTES 31ANCHOR TYP.,SEE PURPOSES ONLY.SEE
2s ANCHOR NOTES&
EMBEDMENT: &TABLE A,SHEET 1 TABLE A.SHEET 1 FOR
ALL APPROVED
SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES.
SHEET 1 —— 2s ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE
DISTANCE:SEE EXTERIOR 3,SEE TABES 1-3,
ED ETABLE A,SHEET 1 EMBEDMENT: VR SHEETS 6 8 FOR
SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK
28SHEET 1 ADAPTER CONCJCMU AND P-HOOK
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., f L 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 CMU PER TABLE TABLE A,SHEEP 1 (ALSO SEE TYP. ON SHEET 9.
EDGE DISTANCE _
ILLUSTRATION,SHEET 9) MIN. A,SHEET 1 ILLUSTRATION,SHEET 9)
EDGE
P-HOOK FOR USE WITH FLAT SILL RISERS da P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
SUBSTRATE 2s (ALSO SEE TYP BLE A SHEET 1 EMBEDMENT: (ALSO SEE TYP.ILLUSTRATION,,SHEET 9)
ILLUSTRATION, SEE TABLE A,
SHEET9 SHEET1 28
EMBEDMENT: ) PRODBc r HEV ICED
SEE TABLE A, ED E DISTANCE:SEE u• slyigwnS the FtoelGe
SHEET 1 TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE ACCWJ-«N.16-0629.63
EaTinN�n Use cr17.i
30 30
i
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES ANCHOR TYP.,SEE
&TABLE A,SHEET 1 ANCHOR NOTES&TABLE 3V
(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
Kw PARTS#19 #21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25,
EXTERIOR CONCRETE INSTALLATION EXTERIOR ``,�• :-pi ";'v' '
METAL INSTALLATION
MOUNT MOUNT
(SEE TABLES 1A,2A 8 3A (SEE TABLES 1A,2A&3A - •:r
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY
Sr. y��, 10707ECHNDLOOYDRIVE ANCHORAGE DETAILS r> F,`c`�•. i `, i
N VEN/C�FL 34275 rm« •...... G�•. ..
�> �• SERIES 670 ALUM.SGD-NON-IMPACT 'J^n
or.�aer. mrs the oem, somnoav: spa: srwc o�x. rt".- IA:LYNN MIL'LE'R,P.E. j
JR 02/20/14
CERT.Dvnun4.azszss scD s7o NTS 14 d 22 PGTO128 B P.E.n ss�os
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX,UNIT WIDTH
MAX NOM.PANEL WIDTH
HEADER DETAIL W, DLO_ TYP.PER TABLES 1-3 LH-.R1Q
SHEET 18;INSTALLATION WIDTH
DETAILS'Aw'&'m"
SHEETS 12&13 EXTERIOR
PANEL PANEL 90,
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE 'AS' TYPE SHEET 19&CORNER
A' 1w ANCHORAGE SHEET 11
Mme' PANEL
' MAX NOM. UNIT
PANEL MAX• HEIGHT INTERLOCK DETAIL
PANEL DLO
WIDTH TYP.
HEIGHT PER 'M',SHEET 19
f
_SEE PER HEIGHT PER
EXTERIOR
NOTE 2 TABLES 1-3 1-3 TERIOR INTERIOR
X
x
JAMB DETAIL'GT,SHEET
X x
18;INSTALLATION DETAILS J
—
'Gw&'Gc'.SHEETS 12&13
SILL DETAIL'D*,SHEET 18;7 90*
INSTALLATION DETAILS EXAMPLE:90*INSIDE CORNER,4 PANELS-XX/XX
'DW&'Dc',SHEETS 12&13
SILICONE
BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
#10 X 1-112"
PH SMS rpmucruk0gro—
PH SMS 1110" with the Florida
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX,
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. "a �-a7,�5
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
7
R-d9y. D- .
7u;i1w $070 TECHNOLOGYDRiVE
N.VEIVIC&Fl.34276 ANCHORAGE DETAILS EXAMPLE ELEVATION
(941)460-1600 SERIES 670 ALUM.SGD-NON-IMPACT
W...A., A.LYNN WLE iP,P.E.
JR 07120/14 CERT OFAM.#29M SGDL70 NTS 15 ,22
P.E.#
INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
CONFIG. EXAMPLES M',SHEET 19
OPERABLE JAMB DETAIL'G3',SHEET 18;
-iY—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
HEADER DETAIL W,SHEET 18; MAX.
/FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL ATIO ,SHEET
SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw&'Ac', WIDTH 18;INSTALLATION DETAILS
DETAILS'Gv, &'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&113 SHEETS 12&13 TYP `�'Gw'&'Gc',SHEETS 12&13
SHEETS 12&13
EXTERIOR INTERIOR
PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL
TYPE TYPE TYPE TYPE PANEL PANEL
'R' 'L' 'D' 'A' TYPE TYPE TYPE TYPE 'M',SHEET 19
MAX. ,A, ,CS, qS K MAX.
UNIT 90°OUTSIDE CORNER
NOM. UNIT / DETAIL'N1',SHEET 19&
PANEL
HEIGHT
SILL DETAIL / PNOM.ANEL HEIGHT
CORNER ANCHORAGE
WIDTH TYP. 'D',SHEET % SEE SHEET 11
MAX. SEE TABLES 18 MAX./ WIDTH TYP. TABLES
DLO PER TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1.3 INTERIOR
HEIGHT SHEET 15 HEIGHT TABLES 1-3 SHEET 15
DETAILS EXTERIOR
a a 'Dw'&'Dc', NOM.PANEL
0 — X X X SHEETS12X _ a X WIDTHTYP.—
&13 X X PER TABLES
SEE FRAME& MAX.UNIT WIDTH SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH 1-3
PANEL CORNER MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11%SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13�
//,, HEADER DETAIL ( 1 1
---JAMS DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 1 N 1
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw, INSTALLATION JAMB LDETA
S'IW '12',SHEETS 1 INSTALLATION HEADER DETAIL'C',SHEET
DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS
Hw'&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 'CW&'Cc',SHEETS 12&13
Imo— MAX.UNIT WIDTH --- MAX.UNIT WIDTH FRODUCf RE"..
u n®Ph»8 MiH Ibe Fbrtlfm
_j b�d,ag l"aG
LIE
PANEL PANEL PANEL i PANEL PANEL PANEL PANEL AccePhecrNo�L-o6zq.v3
TYPE TYPE TYPE i TYPE TYPE TYPE TYPE E'IS
L, M, ,F, i MAX. L— �_`.`
5�i n'IMY .odocc onpvi
NOM. z o I NOM. UNIT
MAX.UNIT PANEL Q i / // PANEL / HEIGHT
HEIGHT WIDTH TYPPER . % WIDTH TYP. PER
TABLES SEE PER / SEEMAX• PER TABLES
1-3 NOTE E TABLES 1-3 $a I OTE 2, DLO TABLES 1-3 1-3
SHEET15 SHEET15HEIGHT
X X X I
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;fJ _ =•''
(3-TRACK,RIGHT POCKET) INSTALLATION DETAILS INSTALLATION DETAILS /
'Ew'&'Ec',SHEETS 12&13 (4-TRACK,BY-PASS) ctr Z—
'Fw'&'Fc',SHEETS 12&13 � J�
rmgeer gym: Rm.�mc ombwr ,•. I 2 Cr <
10707ECNNOLOGYORNE EaMPLEELEVATIONS ,, P,I0
CE, t.,. ..
N.VEMFL 34275 >✓b: '. 1
(941WO.1600 SERIES 670 ALUM.SGD-NON-IMPACT ;�C';' a• `:'
salrnuat saro: okra. w., A.LYNN MILLER,P.E.
�B' CERT.OFA07N.624298 SOD-670 NTS 1B m 22 PGT0128 B P.E.#58705
JR 0720/14 mowy
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK EXT CORNER
STILE WI HANDLE BOX OUT BOX IN BOX OUT BOXIN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 135 RECEIVER 35 RECEIVER
90 RECEIVER
WI HANDLE Wl HANDLE W/HANDLE Wl HANDLE WI HANDLE WI HANDLE W/HANDLE W/HANDLE
TYPES our IN
#118 #J1J�La #31 #31
0120 #11 -Al181 #8'I� #61 #61
SINGLE
F PP K L TR TQ TC TA TV TW
INTERLOCK /
R eaxOu� //�_ C C//�_ C C C
SINGLE IJ E P A C C I C V Q V V VA V V V W
INTERLOCK
IN 0laxoa 0 60
FIXEDRR R S S ' FD FC FV FW
STILE Moxoun IDaXIN)
W/HANDILE D M � J /
(DDXOM IDox"
W ASTRAGALL p PANEL NOTES:
} BOX OUT. R
W/HANDLE IeoxOm — 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
F— ASTRAGAL A/ SIZES&DESIGN PRESSURE.
w BOX IN �11 LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J W/HANDLE Ieox60 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
P ASTRAGAL T U STILE �L EXTERIOR STILE AND ARE NOT AVAILABLE.
BOX OUT v 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES
(BOXOUn IDOXOIIn (#61),CORNER RECEIVER(#118)AND EITHER
LL ASTRAGAL T / / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER
(L BOX IN / lJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
_j 'Box"' 'Box" 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
go LOCKNER RT Cl
y) 90 LOCKST (#61)AND CORNER ADDON(#31).
J W/HANDLE#120 232"
w SILL RISERS OPTIONS 232" ��
Z EXT CORNER ^T ^^
a90 LOCKSTILE# IQ lVC1J +{ ,232' EXTERIOR
W!HANDLE#119 232" I EXTERIOR .062"
EXT CORNER 461 wT A^
EXTERIOR 17 EXTERIOR '062" 4.055-
90 RECEIVER /v' l(/-V` .062"
ISED
WI HANDLE #118 2.555° 3.305" OsN Yi68 y46 tf F7ofdd6
INT CORNER 1 I 1587" 1 1 Is"ing Gde
90 RECEIVER A T AS DF 062" J- j- J- Zipfrad"No -d6 Z 6
3
W!HANDLE 1 EsplteMpe U�le
EXT CORNER 4118 /'� 18,SILL RISER FLAT' 20 SILL RISER,FLAT 2z SILL RISER,FLAT 24 SILL RISER,FLAT _
90 RECEIVER CF FLUSH,1-1/2" GLOW,2-1/2" OMEDIUM,3-1l4" OHIGH,4"
#61 —+1 I~ .750"
EXT CORNER VT V" VF
135 RECEIVER 1 J '�1 Imo' 750" EXTERIOR
W/HANDLE #61 EXTERIOR EXTERN 750" EXTERIOR I I `,yJ.., •062"
INTCORNER #31 806" � .062" " 4.055"
35 RECEIVER , W T WS WF a I a .062-
WI HANDLE #61/� 2.555" 3'305"
p p .062" l
I,K�I�.fLJ 1.587"
19 FLUSH 1ERZBOXI' zt LOWSILL RZSEZ,BOX 23 MILL EDIUIME3-1 4OX SILL 25 HIGH,4"ER,BOX c
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8
D R r 10707ECHNOLOGYDRIVERPANEL TYPES
Al.VENICE,FL 31275 :.
R, . /sel�e90-1500 SERIES 670 ALUM.SGD-NON-IMPACT
a-Dr Dery ce.dma o.m. — - 7 Her. A.LYNWIAILLER P.E.
JR 07120/14 CERT.OFAUTH.429296 SGI1670 NT.S 17 -22 PGTO128 B PEA 58705
ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
80 OR 61 105
LOCK PART 17
FULL LENGTH 14 75 8107-110
14 106 OF JAMB 5 G3 60 OR 61 16 5
so OR st --L.__ E 6o OR 61 2-TRACK JAMB
G1
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
6"LONG OPERABLE LOCK PART
105 @ W/RETAINER#106 __ ) 80 PANEL CLIP 75 8107-110
113 MIDSPAN (SHOWN WITH PANEL
FIXED PANEL TO LOCK PART SEE DETAIL G2
5 THE INTERIOR) EXTERIOR 103 113 75 8107-11 103 FOR FIXED 5 fi0 OR 61
PANEL CLIP 103
JLj
EXTERIOR
14 V 15 5
112 E 18 17
4FULLTH G240 60 OR s1#10 X 3/4" 2-TRACK JAMB 2-TRACK JAMB .,J-L,EXTERIOR EXTERIOR DL XTERIOREXTERIOR
SMS,X 3CLIP#80 OR#105 51 52 W/SCREEN �/ �/6"LONGW/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
(SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH n (SHOWN WITH I2 (SHOWN WITH
MID PAN 60FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR "I-L EXTERIOR
2
112 1 3 4
45 5 113 5 113 5
52 51 69 EXTERIOR 89 EXTERIOR 69
EXTERIOR 59 a a
SHOWN WITH ®2-TRACK W/SCREEN 3-TRACK 6-,-t,4-TRACK MAX.UNIT PRoouCr REv186D
OPT.SCREEN A FRAME HEAD FRAME HEAD O FRAME HEAD HEIGHT PER wiuopyhgwLh lMe Fkrl�
TABLES 13
TRACK l..dinA C«1s
Unp,—rvo / oCz .03
Eapiratbe o h
53 69 69 it
L"L—,EXTERIOR EXTERIOR
52 51 72 OR 73 72 OR 73 R 73
46 11 113 9
11 11
48 47 0 8
EXT/ERIRIOR 112 5 113 113
G7 5 5 (iJf..
2-TRACK W/SCREEN 3-TRACK 4-TRACK /
FRAME SILL FRAME SILL FRAME SILL '
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES -
r�=
1.3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE.
R a� 1070TECHNOLOGYDRNE VERTICAL SECTION DETAILS
N.VENICE,FL 34275 nx -
,,,,� "
SERIES 670 ALUM.SGD-NON-IMPACT '
(091}160•}600 SERIES
':..i,.•.� ._ `.
s.�nmoc �� �' �*a� R^" ,A.LYNN MILLER,P'E.
u.xn ey 0�: cnmeee care: CERT.OFAUTH.#29286 ® SGD�70 NTS 18 d 22 PGT0128 B RE.,58705
JR 02/20/14
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
28 28 5 INTERIOR n6l 113 118
30 7
27 63 26 27 63 0 11 113
OR 61 60 OR 61 103 62 111 63 OR 61
29
29 14 65
65 65 5 120
EXTERIOR 11*1 LEXTERIOR 111
6262 90*
IPOHTO 0 K FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR EXTERIOR
OR INT MOUNT) K
EXT.MOUNT ONLY INTERIOR
60
EXTERIOR
103 LOCK PART 60 OR 61
- 758,107-11 103 rL-06ZK�IAR LO PART
76&111-11 75 107-11,0
Ek - f6FI�INTERLOCK
14
60 113 60 61 11361 118 5
EXTERIOR 7jQXnTERfOR
67 15 68 113 103 119 EXTERIOR
60�STANDARD ASTRAGAL#67 ifa HEAVY-DUTY ASTRAGAL#68 6-E�,90-OUTSIDE 90-INSIDE
�l WITH STANDARD STILES#60 k,20 WITH HEAVY-DUTY STILES#61 2-TRACK SHOWN CORNER 2-TRACK SHOWNCORNER ITEM#61(HEAT-DUTY
STILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED (STANDARD STILE)ALSO
TOWARDS INTERIOR(BOX-iN) TOWARDS INTERIOR(BOX-IN) APPLICABLE,SEE TABLES
1-3,SHEETS 6-8FOR DP
(PSF)ASSOCIATED WITH
INTERIOR STILES.
INTERIOR LOCK PAR
IF—II 75&107�11 PROoucrRmsgo
135* 5 5
AccepumNo" M-OZZ1. 3
L INTEPJOR E'14.6"We--
lb*pod-t Coo&d
NTER,
11
7
14
k 5 el 32 135*
61
103
32 15 EXTERIOR
i1 5
LOCK PART 31 103 61 5 EXTERIOR 7
111'INSIDE WI.R.
75&107-11 14 6-E-j�135'INSIDE CORNER
02 2-TRACK SHOWN
135'OUTSIDE CORNER
2-TRACK SHOWN
1070TECHN140GYDRVE HORIZONTAL SECTION DETAILS,CORNERS
N.VE
SERIES 670 ALUM.SGD-HON-IMPACT
A.LYNNUILLEh,P.E.
-'v
CERr.0FAUTTf.AV9296 J�NTS 1 18 -22 1
Them PGT Item PGT NOTES:
# Dwg.# PGT# Description # Dw # PGT# Description 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,81,84-99,
3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121 8 AR ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES
8 1 17317 617317 FRAME HEADIJAMS SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3/16"MASONRY
7 1 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL ANCHORS @ 24"MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL
9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-112"X 1"X 314"HIGH FIN SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADDION(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #1032 X 1'FL SS SCREW W/TYPE'F"TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT
18 17322 617322 SILL RISER-FLAT.FLUSH,1-112' 78 17358 617358 3116&1/4"BEAD _
19 17319 617319 SILL RISER-BOX FLUSH,1-112' 79 17357 617357 PIG BEAD
20 17321 617321 SILL RISER-FLAT,LOW,2-112' k181�2
17359 617359 Nis"BEAD I FIXED PANEL CUP
21 17318 617318 SILL RISER-BOX LOW,2-112° 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 61745 1745 LOWE INC,1/2'X 1116"SGL.SIDE ADH.TAPE,POLYETH.
23 17354 617354 SILL RISER-BOX MEDIUM,3-7/4" 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4' 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4- 1695 71698 DUSTPLUG
2fi 17333 617333 POCKET P-HOOK 8106 78186X I-KEEPER27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6"LONG PROULC f REVISED
29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9/16' 1 a,'%C"gw'ilh the Fk dJ,
Iwwie,�f,c.wc
30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75 Aceepltucc No /6-6125.63
31 17376 617376 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75 EapirvW.%t,
32 17378 617378 135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75 L �
ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 vmv Pta "^'c'amad
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 117 710X34PPSDAX#10X3/4"PH.PN.TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67516 WSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64065 .187"X.230"FINSEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10X11-1/2"
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1'
45 4317 612256 SCREEN TOP RAIL 716 720XIX #14-20 X V S.S.
46 4318 612257 SCREEN BOTTOM RAIL 117 720XI 12X #14-20 X 1-1/2'S.S.
47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER
48 668 7SRAX STANDARD ROLLER-ST.STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 720 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 1 FIXED PANEL RETAINER,718-
51 1692 61692 SCREEN SPLINE-.165'
52 1694 67894 SCREEN SPLINE-.160'
53 61618020 SCREEN CLOTH
54 1725 1/2'X4"X 7176"SET.BLOCK,NEOPRENE 85+IS
55 172fi 1'X4"X 1/16"SET.BLOCK,NEOPRENE 85+1-5
1970TEctwocoo/oRrve PARTS LIST ;-
oec M VEYlCE FL 34275 >� ,
SERIES 670 ALUM.SGD-NON-IMPACT
et- ms: a.,ew"e (DI1}480.7600 .'.
etactaa eaw wr.r u,.^vte ror. A.LYNN MI�CER,P.E.
CFJ7f.OFAUTN.#2M6Ra S'D.670 NTS 20 d 22 PGTO128 B P.E.#58705
JR 02IM14
F 5.069"
8.562" �j 1.36" 1.36"
0.080"
7 '
y 1.872"
-M 1.211" 1.505"
0.081" 1.019"
0.062" 40
0.081" O2-TRACK HEAD 10 4-TRACK SILL 0.081" S��
(6063-T6 AL) (6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
6.198" � 6.526" 5.069"
0.080" I 1- 1.045"
-{1' Li-l- 1.505"
1 1.9Ew
0.062"
rTTT-lm--A0.081" @2-TRACK HEAD W/SCREEN TRACK Os 3-TRACK SILL J R
1a 2-TRACK JAMB SCREEN
(6063-T6 AL) (6063-T6 AL) O(6063-T6 AL) STOP RAIL
(6063-T6 AL)
2-TRACK JAMB W/
7.105" 6.221" 15 SCREEN TRACK
0.080" (6063-T6 AL) 1 1.36"
I r- 0.875" ;
1.505" r-I I ;
1.211"
+ -�{ 1.36" 1.993"
0.081" -J. I L � 0.062'
3O3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.081"
(6063-T6 AL) (6063-T6 AL) SCREEN
as BOTTOM RAIL
(6063-T6 AL)
9.142" 0.081"
4.49" --�
0.080"
1,505" 7.105"
1'211" PROmic r REvlsEd
h kN.jg c 0g whi tie Flohts
0.081" 9.141" ber':aq(""odc j
O4-TRACK HEAD O2-TRACK SILL Ampfo-c No
E.�ireeb 0.te
(6063-T6 AL) (6063-T6 AL)
0.060"
1.514" L
0.062"
1.260" 0.532" 0.760"
L 0.060" 1.516" Y99 0 ;r„
O5 FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
ADD-0N OADD-0N O END ADD-0N 1s 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS '''•`'
4
OR 3/16"MASONRY OR 3/16"MASONRY 17 JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. s7l(60063-T663-76 AL)
6'�(6
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0.718" 0.83" 3.802"
2.304"
13.802" 0.752"
0.752" L 0.885"
0.574" 0.796" 1'163"I
0.062" 0.062" 10.062" L -�
0.264"
JJJ 0.080" 0.233"
0.075"
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
s t t - zs P-HOOK ze zs 3o P-HOOK FOR BOX RISER
SCREW COVER OTRACK O OADAPTOR OCD1/ER 0.080" 6063-T6 AL)
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
.155" 4"
2.30" 1.488" 1 F�- - 1.739" �( '
o.oao"
0.830" 0.062" 1.600 0.133" 1.600 0.062" �{ 1.303"
080" 1.870" I I 1.888"
-] I I
016" F-- 3.125" 4� 0.325"
1.92.4 " 3.125" 11� 0.062" }
2.44"
INTERLOCK INTERLOCK
3t 135°CORNER 32 135°FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE sz s5
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" 3.979"
F4.125"
1 645• M 0.062" 1.3T04' 2PO4
1.050" 1.050" 1.050"
0.075" TIL0lk[ .075" 1.645" T
611" 849"
0�51+
�- 3.25 �I .045"
0.125"" 0.281"
GLAZING 7/16"GLAZING 3/16"&114"
O67 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL s9 TOP/BOTTOM RAIL 7s 80 78
(6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) O BEAD(6 A BEAD,FIXED GLAZING
(6063-T6 AL) PANEL CLIP BEAD
(6063-T6 AL) (6063-T6 AL) PRODUC r REVISED
Ea.Pin(StlmC.&
e O r»te+a tae Fr[re
a
1.003" I+Wiz C.
1.03" AweNo 1 -
63
4 5.621"
0.050" 0.757" 0.080
�
OFIXED
toy 0.709" 2.893" 0.133"
PANEL CLIP 1.498" 0.133" 1,498"
(6063-T6 AL)
0.080"
10.863
t- ==:]
4"
0.709" 123 FIXED PANEL 5.621"
@RETAINER,7/8" t2o 90°INSIDE CORNER ASTRAGAL .'.(.''."•:-{;,
0.080" �I (6063-T6 AL) 2.826"' Its 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) -
O90°INSIDE/OUTSIDE (6063-T6 AL)
FIXED PANEL t 19
toe RETAINER,9116" CORNER RECEIVER
(6063-76 AL) (6063-T6 AL)
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