HomeMy WebLinkAboutNotice of Acceptance (3) MIAMIOADE
MIA] DADE COUNTY
i
PRODUCT CONTROL 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 described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SGD-670"Aluminum Sliding Glass Doors w/900& 135'corners-NI
APPROVAL DOCUMENT: Drawing No.PGTO128 Rev B,titled"Series 670 Alum SGD-Non-Impact", 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-Dade County Product Control Section.
MISSILE IMPACT RATING:None:Approved 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 occur after the expiration date or if there has been a revision or change in the!
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement,of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-1013.14 and consists of this page 1 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.
MIAMI DADE C)UNWIN NOA No.16-0629.03
N=161114 2=7 Expiration Date: April 07,2020
Approval Date: July 21,2016
�C�1ti�t� Page 1
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� + j
� I
PGT Industries,Inc. j
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
• 2. Drawing No,PGTO128 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, #11-1018.17/409-0826.13)
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 11/01/13, 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
01/30115,sheets 1 thru 67,prepared by PGT, signed and sealed by Lynn Miller,P. E.
2. Glazing complies with ASTME-1300-02,-04 & -09.
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 2l,2016
E-1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
D. QALITY ASSURANCE
I. 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(5`h 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 4 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.
i
I
i
Is 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
I
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:
0 o Group Anchor Substrate Frame Min.Edge Mint
INCLUDING POCKETS & 90 /135 CORNERS Member Distance" Embedment
GENERAL NOTES Concrete(min.2.85 ks0 edlSlWJamb 1• 13/6'
1) Grouted CMU(ASTM 6090,GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. t 1/4'Elea Ultrecon lk greuted CMU, . 90) Jamb only 2-1/2' 1-V4•
min.2 kaI grout Jamb only 2-112' 13l4'
2)DESIGN PRESSURES: Concrete(min.3.35 ka0 Head/SitUJamb 1' 13/4•
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 1/4'Elea 410 s,s. ungmuted CMU,(ASTM C-90) Jamb only 2-1/Y 1-114•
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. CreteFI x Ung Southern Pine 6G=0.65) HeadISIAlJamb 1• 1.395
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4'Elco Ntreoon Concrete(min.2.85 kel) Head/SIA 1• 13la'
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungreuted CMU(ASTM aso Jamb only 1° 1-1/4•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southern Pine(SG=o.55) Head/sllUJamb 9116, 13/8•
_ _BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. M12' .a SMS,
S,S Aluminum,806345• Head/SIWJamb 318• 0.g63•-----— —
4 3 (min.11 threadslln)
SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. Steel,A36• Head/SIWJamb 3/8' 0.05(r
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO 8E SEALED WITH Steel Stud,A653 Gr.33• Head/SIWJamb 3!8' 0.0451°
NARROW JOINT SEALANT. Concrete(min.3,275 Iasi) Head/SOVJamb 1-1/2' 13I8'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NOS FOR 114"Ebo 18-8 S.S. Ungmuted CMU,(ASTM C-90) Jamb only 2° 1-1/4•
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. A9gre-Gator Grouted CMU(ASTM C-90,min.2 kai grout) Jamb only 2' 2'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF'THE P.T,Southern Pine SG-0.55 Fiead/Slll/Jamb 1• 13/a•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Southern Pine(sG=0.55) Head/Sin/Jamb 3/8, 0.06"
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 #12,steel SMS G5, Aluminum,60s3 T5• Head/Sill/Jamb 3/8' 11.063•
FLORIDA BUILDING CODE,AS APPLICABLE. (min.11 threads/In) Steel,A36• Head/sIIVJamb 3/8' 0.050"
Steel Stud,A663 Gr.33' Head/511VJamb 318' 6.0451•
TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-7554 AND ATI 72138.01-1401-18 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. NOA DRAWING MAP
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2°THICK.PROPERLY SECURED,1X 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 /RODUCr RByMig
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, INSTALL DETAILS..............12-14 --PM•iwk&N•F7o W
MAX,1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................1516 h".2e-&
, _
wa.cc No 0 03
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS PANEL/SILL TYPES.........17 a*ptra:e,D.rca°cam
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CROSS SECTIONS............18,19 ( L
PARTS LIST.......................20 6 S�—
AtiJe✓iL+Ar P
EXTRUSIONS....................21,22
TABLE B,SEE DETAILS ON SHEETS 4&5:
Glass STANDARDS USED:
Description(Listed from E)darior t0 Interior) •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
_ Type •ASTM E1300-09
G1 3116'TEMPERED GLASS •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL,ADM-2010 t'•t I I 1'I////r
G1A 114°TEMPERED GLASS •AISIS10D-07/S2-2010 `•, (/ ,y�r •i�
G2 1"I.G,:3116"TEMPERED GLASS+618"AIRSPACE+3116"TEMPERED GLASS ��'. ••"' ••.,��C ��
G2A 1•I.G.:1/4'TEMPERED GLASS+112'AIRSPACE+114'TEMPERED GLASS ,`•� •'' LICCryp�.,'F�i
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1,2 8 3 ON NOT RATED FOR MISSILE No.$�',0,5 _
SHEETS 6,7&6 IMPACT RESISTANCE —
� . 1 Qr
ra.naer. wK antt�r S7;Ts F /L
JR 05/05/16 B ADDED SPACERS TO SHEET S.
107071=cjiNotOGYORIVED?� GENERAL NOTES AND MAP ,u ••,_•-••• �;
°j N.VEIYw. lCF FLs1z7s ,� '':'.•;�0,11f FNJ,;•
ryrr}4ao-rs0a SERIES 670 ALUM.SGD-NON-IMPACT
CFIiT.OFAUTH.lQ9me SG17870 NTS —1 22 0.... PGTO128 B A.LYREA 58705NN 'P.E. ---_. -
JR 07/ZW14—--- —
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,p��«OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1,3 PER TABLES 1-3 13 CAN BE OXXXp.
l�r i 1�r i 8 CORNER CONFIGURATIONS CAN BE A COMBINATION
O A 2 S
OF ANY 2 STRAIGHT CONFIGURATIONS.
J Jc 1 � J Je 1 i
MAX.UNIT 13 1 I o a g MAX.UNIT / t9 / o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
_HEIGHT _ / 1 i a HEIGHT s 1 I ca —
PER TABLES 1-3 I Y W PER TABLES 1-3 i Y "X'=OPERABLE PANEL,
INOPERABLE PANEL,
POCKET
i POCKET i y "p"=POCKET DETAIL LETTER
i
�,___; _J\r___� x gv"=WOOD OR METAL INSTALLATION 1
1-PANEL 3 2-PANEL W"c"=CONCRETE INSTALLATION I
CONFIGURATIONS CONFIGURATIONS t L—SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH c c DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL WIDTH A. c
PER TABLES 1-3 1 13 PER TABLES 1-3 3 1 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
- r�r-- -sir---
19 19 Jw Jc ¢ F7 t
191 1c 19 19 1 1 iocE' MAX.UNIT 13 19 19 1 1 lMAX.UNIT t 1 I a° HEIGHT �s 3 )'RoDucfHEvmw
HEIGHT 1 1 ie PER 13 1a a w weo�pgmy Wilk aw vkd&
PER TABLES 1-3 / L]l
/ 1 g��TABLES 1-3 rv. 1 -o6z .c3
POCKET j a I POCKET
-Jar--� -l'r--- Q`fr
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
1 13 1 3 1w 13 13
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH w Ac NOM.PANEL WIDTH 1 1
PER TABLES 1-3 t 13 1 13 PER TABLES 1-3
1 13
Jw Jc I 1 c
1 13 1 19 19 14 1
c 9 19 19 1 14 1 u�o W MAX.UNIT 79 SEE
MAX.UNIT 13 j?a H HEIGHT p NOTE
HEIGHT 1 13 s 19 19 / 1 w PER g " zTHIs
PER TABLES 1-3 / / / / 10�w TABLES 13 SHEET.
- j a ���� OIyY LYNN
POCKET i h EXTERIOR 1 1 c �1��.• �1G....••<<(I`�
5-PANEL CONFIGURATIONS -�`W J 1 1 1 . NO.5s705 _
CORNER,TYP. •`-'`"_
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR) I .-
Re.,ea�: ome RM.w,c matron %(^,`•. SAT-OF •!(i'
om R,,,c tomT<cNNaooroRne EXAMPLE CONFIGURATIONS %�S6.�foRloA..G :\
N vFNlCE FL 31275 *� � f�;Al�",t.Gh,; I
(w"o•+soo SERIES 670ALUM.SGD-NON-IMPACT I
°'"""n"e A.LYNNIAIIILI.lLR,P.E. j
JR OERr.OFA JM o29Zss _ a SODA70 NT$ 2 m 22 _ PGT0128 B P.E.q 56705
I
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH=
355-7116"@ 96"HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
300-1l4°@ 120"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL"JW,"Jc","KW OR'Kc'INSTALLATION.
NOM.PANEL WIDTH tw 13 t 13 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE•
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
-��r--- CAN BE OXXXp.
Jc I
t 1 a 19 19 19 19 1q 1 I
I > 2)90"&135"CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 1 t 19 to 19 t9 1a t i a o OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 13 a 19 19 19 19 I
_ -- -- -:
/ 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
POCKE "X"=OPERABLE PANEL,
T I 'O°=INOPERABLE PANEL,
°p'=POCKET
6-PANEL CONFIGURATIONS c w c
3 1 3 f—D ETAI L LETTER
MAX.UNIT WIDTH �Sc��.��n"=WOOD OR METAL INSTALLATION
® "c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH A c L—SHEET NUMBER
PER TABLES 1-3 t 3 1 3 1 13
ITJc i DLO WIDTH=NOM.PANEL WIDTH-7"
ffmc
9 4 I DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX.UNIT 1s 1s t9 1s 1s 19 1 1 i o o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866EIGHT 19) kW IW 9 f
PER TABLES 1-3 x¢ pRoouc,rREVISED
rJq li
w e comptWgC w61.�bc florid•
_ 14y AcR(:ate
POCKETT I y E•ap�Mle' y
7-PANEL CONFIGURATIONS
1 13 1 3 1 1
MAX.UNIT WIDTH
NOM.PANEL WIDTH a t 1 c 1 t3
PER TABLES 1-3
I
3 9 19 f
MAX.UNIT 9 19 to 19 to 4HEIGHT t t 1s 19 9 1a i�c�
PER TABLES 13 /
t;lt lllrrr
POCKET I h ` .`�0�\, %/(( �i�
1•� ---� T:' �10EN.!,' • ccp �:
8-PANEL CONFIGURATIONS r = '�: No.5s705
1 3 1 13 1 13
er o•pr A"wma �b••c -�'t STD%��/ !'%
N.NFI✓ hZ91275 RI1� EXAMPLE CONFIGURATIONS F�, `Ftopao GNG�',;`
SERIES 670 ALUM.
18i1}g80-1500 SGD-NON-IMPACT CNA.
rr,rrl;;;
•'^'"'v^K _ A.LYNN MILLER P.E.
JJR 02QW14— mix -- ----- CENT.OFAUTFL=9296 - ® 8Of)A70 NTS 3 122 PGTO12B B RE.#58705 -
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GLAZING DETAILS(G1 & G1A)
3/16"T GLASS
74
EXTERIOR 82
a
314"NOM.
-- -- GLASS —r
78 BITE
EXTERIOR
54
3/16"TEMPERED GLASS,TYPE G1
MINX r"WasEo
lw rvlyinwilk Ikr Florld�
rY.d:.i Code
A�..w.,x Nu►6 dtu-d3
Ea fir�isn O.te��
ay MY rW.N Ca�tid
1/4"T GLASS
74
EXTERIOR 82
a
3/4"NOM.
GLASS
78 BITE
54
ttiti
1/4"TEMPERED GLASS,TYPE G1A ;1�{{'.,
➢•l0.58705
GLAZING NOTES:
T°=TEMPERED _..�•.. � �,`
6
im TECNNOLOGYORNE GLAZING DETAILS � A R
N.VENICF FL 34275 Tms '!i�(ln'•..:.'..•. •:J'
(94"80•iddo SERIES 670 ALUM.SGD-NON-IMPACT 't r3?dr?i_'-Y
s�J a -P GT0128 A.LYNN
CERT. 22 VT$ 4 m2 B P.E.�#.{5IL8[7E0R5R OZ2O/14_ r P.E.
GLAZING DETAILS(G2 G2A)
SILICONE HOT-MELT BUTYL
1"NOM. STRUCTURAL
SIIJ'ONE
STRUCTURAL 3/16"NOM. $
POLYISOBUTYLEN 1/4'F10.M• FOAM
3116''T GLASS WITH DESICCANT DESICCANT
5/8'AIR SPACE EXT.GLASS EXT.GLASS
3/16'T GLASS
74
EXTERIOR
INT.GLASS INT.GLASS
83
124-127 3/4'NOM. 72a KODISPACE 115 SUPER 1u
GLASS 4SG TPS SPACER NXT
917E S
79
55 }
ALUMINUM
REINFORCEMENT POLYMO- DESICCANT FILL AREA i
1"I.G.GLASS,TYPE G2 BUTYLENE
E/18'NOW 'SEAL 8l18'NOM.
BUM 8 SILICONE SEAL )
DESICCANT ROLL-FORMED PRODUC r REVIV0. I
FOAM STAINLESS STEEL wmap�}Yi�rM1�t F7oelGs
EXT.GLASS A
caft
1°NOM, f K,/(-OLZy.03 I
EXT.GLASS
_ E�ptretlos DW� _
1/4"TGLASS
112°AIRSPACE INT.GIASS p,e?K�Cbmfoel
INT.GLASS
1/4"TGLASS 8DURASEAL® 127 XL EDGET"
EXTERIOR 74 SPACER SPACER
87
n
124-127 3/4"NOM. Part# Description Material
GLASS 124 Kommeding 4SG TPS Spacer System
BITE See this
126 Quanex Super Spacer nXiWith Hot Melt Butyl Sheet for
126 Quanex Duraseal
79 Materials
Cardinal XL Edge Spacer
1-127
�
REFERENCE TEST REPORTS:FTL-8717,8988&8970
1"I.G.GLASS,TYPE G2A s`
GLAZING NOTES:
*: Nc.58705 _ I
T=TEMPERED ;Lu'
Mesa B,: nee05%16 ED SPACERS.
asaeB IR 05/ ' ADD °'°°" 2w:
ramT<crnvocoorowve GLAZING DETAILSGN,
N vsrl/CE rt 34775 ,.e =,Q� •.,•FI.OFi\.•'
SERIES670 ALUM.SGD-NON-IMPACT FSSIONA'�15 .,
o.e.ae`e I ea",e —7 LYNNMILtett,,Re.
JR� Q2/1W14 a.er CENT.OFAU774 J2MW ® SGt1670 NTS 6 -22 PGTt7128 B P.E.R 58705
_ i
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(Tor all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
Forcomerastmgel anchorage on 90'or135'cornerunils,see sheet 11 (Water Infiltration Rating)
II
Table applies Unit Height es to all Glass types and Sill Riser Height OR LENGTH F+
the oslW Stile/Astragal types shown below. Sw �" 1W let or Box,see (+)Design F-
69-7/8"DLO 73-7/B"DLO /8 OLO IB°D O �
Positive(+)DP may be 16n8ed by Sheet 1 Pressure,psf 2
Anchor Group AnchorGmup Anchor Group Mchor coup 7) (7
Table to OH LENGTH W �I
t z 3 4 1 2 3 4 t 2 3 4 1 2 3 4 Flush-1-1l2° see note 3 OR RATIO=OH HEIGHT x O OH RATIO Z 1
Des'nPressura .90.01427.1 +90.0/-120 +80.0/410.8 +90.014029 Low-2-1/2' +46.67 2 0
24" 17" Headfsill CA+1 CA+1 C4N G+1 C4+t Gt+1 Ca+1 M+t C4+t G4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4' +60.0 O
DLO .Amb 8 8 8 8 9 8 8 8 8 8 8 a a B 8 8 High-4° +90.0
P-0ook 8*7 8+7 8+7 8+7 7+8 7+8 7+11 1+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
D9syn Prassue +90.0/-106.3 +90.0/-100.2 +90.0/-92.2 +85.3/-5I
SEE NOTES 1-3 SEE NOTE 3
�" 23" Head/Sll G4+1 CAN C4+1 C4+1 C4+t G4*1 C1N CA+1 Gt+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+
DLO .hmD 9 8 8 a 8 8 8 8 8 8 8 8 S. 8 8
' P-hook 6+7 8+7 8+7 8+7 7*8 7+g 7*B 7*8 7+8 T+8 7+8 7+8 7+8 7+8 7+ NOTES:
Desgn Pressure +90.0/-92.9 +87.3/-87.3 +80.0/-80 +73.8/-73.
30" 29" Heed(Sill Gt+t C4+1 C4+2 C4+2 Gt+1 C4+7 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 Gt+1 C4+ 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
DLO Jamb a 8 8 8 a 8 a a 8 8 B B B 8 8
3 P-hook 6+7 0+7 6+7 0+7 7+e 7+11 7+e 7+B 7+8 7+e 7+e 7+e 7+e 7+11 7+ 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
ass'n Pressure +83.7/83.7 +78 4/-78.4 +71.6/a1.s +eye/5sTHE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,
42. 35° Head/Sill Gt+z C4+2 G4+2 C4+2 C4+2 of+z C4+2 !A C4+1 C4+t C4+2 C4+2 C4+19-817+
POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
o- DLO ,lamb 8 8 •B 8 B B 8 B 8 8 B 9 88P-hook 8+7 6+7 8+7 6+77+9 7+a 7+8 7+B 7+11 7+8 7+8 7+8 7+87*8 1A.
E D9 'n Pressure +77.1/47.1 +720/-72 +65.51-65.5 41' Heed/Sal C4+2 cA+2 Wi -
G4+2 G4+2 C4+2 C4+2 Ca+2 C4+2 C4+2 Gt+2 C4+2ct+2 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
DLO .Jamb 8 a 8 9 8 88 8 8 a 88THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P-hook 6+7 0+7 7+8 7+8 7+8 7+8 7+8 7+B 1+8 7+8 7+88 REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Desgn Pressure +72.6/ +57.4/57.4 +61.o/fi1 +54.7154.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
fA" 47" Head/Sill 2+2 Gt+2 C4+2 CA+2 C4+2 G4+2 C4+2 G7+2 GS+2 C4+2 C4+2 C4+2 C4.2 Gf+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
DLO 'Jamb a e a. a 8 a a e 6 6 B e e eINFILTRATION.
P�hcok 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+8
Desgn Pressure +69.11 +64.0/-64 -57.61.57.6 +50.8/50.6
60° 53" Heed/Sill CA+2 G+2 3 Gt*2 C4+2 C4+3 G4*3 C4+2 Gt+2 C4+2 CA+2 C4+2 C4+2 C4+2 G4+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
DLO a"' a e e e e B a s 8 a s s s a INFORMATION.
P-hdok 6+7 6+7 6+7 6+7 7+8 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 1 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
DLO WIDTH=NOM.PANEL WIDTH-7" REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO
DLO HEIGHT=DOOR UNIT HEIGHT-10.125'• BE INSTALLED.
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866°
►RODUC r REv(sED
as corpllieg wiry the Florida
b.rii.8 Cod.
Acecptucc Ne
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. Eaplr.i e.Drtc
Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135"Astragal Lockstile @ (tom
Interlock P-hook Lockstile@Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135"Astragal 5�'�(^'
Standard Stiles StandardStlle Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile r0d�erCoas�ai
Standard Astragal Outside C Outside Inside
Corner
Corner
� Inside=
Inside Corner'I I Corner Outside •,t U i i 1///
Corner
Part060(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) �'•y�'.•',�CE`iSF ••��Q �•
Part q60(x2) Part#60 Part#60 Part#60 Part#118(Corner Parts#31  Part#61 a
Part#67(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount) ., •;' �n'.=
lo.58705
or o.ee w.aewm a�1mc '; •'., St?\E GF :'�Ll
to7p7ECHNocoornwvs DPANDANCHORAGE '• > ".•'
nM...� _
( vFNrol;0 FL s427s SERIES 670 ALUM.SGD-NON-IMPACT
aw.a awwic (wlNso.l6m
rMa+ba.e — 61ie --ford 1bi� A.LYNN MILLER•P.E.
RRJR 0/14— a� ------ - -- - - - - CFRT.OFAtl7H.rRs28B - - ® aGD670 NTS -6 m 22 PGTO128 B P.E.n 58705
TABLE 2: TABLE 2A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal snch raw an 90'or 13V oomor ones,see sheet 11
(Water Infiltration Rating)
Door Unrc K
Table applies to a0 Glass types and �• �. 90. D 1Dz• �31
114• 127' SIII Riser Height
the Stllo/Astmgal types shown 69.7 B' O 73-le DLO 7B-7/8'DLO a5- DLA 81-fir DL0 B 'to
03-/8 D 109-7/e'OLO (+)D85kJn
below.Poseiva(+)DP may be (Flat Of Box,see
limited by Table 2A. nc or O+oup Arwnor Grou 11cMrGtoup nchor Omup An Group n nc or p Anc Gmup Sheet 17 Pressure,psi
1 2 3 4 t 2 3 4 1 2 3 4 t 2 3 4 1 2 3 4 1 1 2 3 4 1 2 3 4 )
Des rt sum .90.0/-140.0 +90.0/-133.0 +g0.0/-022.0 +90.01-114.0 +N.0/40&0 +90.0/•99.. 11 90.0/A3.0 +BflO Afl0 Flush-1-1/2" see note 3
24' 1r Headl8i11 CAN C4N GN C4+1 C4N ca+1 caN CAN CM7 Gi+1 G+1 C6N GiH C4a1 G+1 C4N C4+1 C4N CAN C4N rAN CA+1 C9N C4+1 C4+1 04+1 CAN C4.1 ZC4+IC4+14+1 C4.1 Low-2-1/2" +46.87
DLo Jamb e B e e e e e e B e e e e e e a 1D 1a 1D 10 fD to to m 10 to tD tD to 10 +60.0
7+a 7+B 7+e 7+8 7+e 1+B 7+e 7+9 7+e rae 7+e 7+e B+B B+9 048 a+9 8+9 B+9 a+e B+9 9+10 B+10 9+to 9+1D +19 8+ioMedium-3-1/4'+90.0/-141.8 +00.01433.6 •90.0/-122.9 +90.0/41fl6 +90.01.10&9 +90.01-99.1 +90.0/,93.1 7.830' 23• H..&Sle C5+1 C5+1 C5+2 C5+2 C5.1 C5+1 C5+2 C5+2 C5+1 C5+1 C5+t C5+1 C5+1 C5+1 CS+1 CS+1 C5+1 CS+1 CS+1 Cs+l C51 C5+1 C5+1 C5+1 CS+t CSH e5+1 C5+1 S+1 C5+1SEE NOTES 1-3
DLO Jamb B 0 10B' aa10aB 8 10 0 8 e 10 8 10 10 10 10 10 10 10t0 10 10 10 10 10 t0P4wok- - 7+6 8+9 8.9 8+9 7+a a+B 8+9 8+9 7+0 B+D 8.9 8+9 7+8 8+9 8+9 9.9 819 8+9 8+9 B+B 8+9 8+8 B+0 0+9 5+10 9+10 will ONO +10 8+10
Design Pressma +90.01-123.9 +90.01-116.4 +9110/•106.7 1 +90.0/-9&5 +90.0/41.4 .813/-85.3 +80.01.8co +7131-75.3
35' 29' HeadlSO CS+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS-21 C5.1 C5+1 I C5+2 C5+2 C5+1 C5+1 C5+2 I C5+2 C5N CS+l C5+1 C5+1 C5+i I CS+i I C5+1 I C5+1 G'+1 CS+t C5N C5+1
DLO Jamb 8 e 10 8 8 8 70 8 8 B 10 e e B 10 6 10 10 10 f0 10 10 10 10 10 10 10 10 10 10 10 ID
P4aok 7♦8 1 8+9 1 B+9 1 0-9 7+B B+B Bag 8+9 7+6 8+9 B+e 1 8+e 7+9 18+B B+9 B+B 8+9 0.9 B+9 8+8 8+8 1 8+9 e+9 8+9 8+10 9N0 8N0 9+10 9.10 8+10 9+10 9N0
Design Pressure +90.01-111.6 +90.01404.5 +90.0/-95.4 1 +67.81.87.9 +81.3/-81.3 +7&7/-7&7 +70.8/-70.6 +66.5/-ftli
42' 35' Heawsiil C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Cs+2 C5+2 C5.2 C5+2 C5+2 C5+2 05+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS*2 CS+2 C5+1 CSN C5+2 C5+2 C5+7 C8N CS+2 C5+2
DLO Jamb a 0 t0 8 e a 10 B B 8 10 a a 0 10 8 10 70 10 10 10 10 10 10 10 to 1I 10 10 10 10 10
P-hook 7+e 8.9 5+0 8+9 7+B 9+9 0+9 a+B 7+a 6+9 B+0 B+9 7+0 0+9 8+B B+B BaB 0+D O+D a+D 8+9 B+9 8+9 8+8 9N0 8+10 9+70 9+10 9.10 0+10 0+10 9+10
Design Pressure .900/402.9 +9aO/S&0 +87.31.87.3 +60.0/-820 +73.6/-73.6 +68.6/411.6 +64.0/fi4.0 +80.0/-60.0
�, 41' HoadISN C5+2 C5+2 C5+3 C5+3 C5+2 C5.2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 M+2 DLO WIDTH=
DLO Jana B 0 to e e 8 10 0 B B to 8 e 8 10 8 10 10 10 70 10 10 10 10 10 10 70 10 10 10 10 10
P-haok 7+8 8+9 a+9 0- 7+B e+9 e+8 6+9 7+8 8+9 B+B B+9 7+0 8+8 e+9 0.9 B+9 8+9 8+B B+B B+8 a+e 0+9 8+B B+10 9+10 9+10 9+70 9+1D 9+10 9+to 0+10 NOM.PANELWIDTH-T�
Design Pressure +83.0/-630 +77.21-77.2 +69.8/-69.a +638/-69,8
54• 47' Ha.&S81 G1+2 C4+2 C5+3 CS+3 C4+2 C4+2 C5+2 C5+2 CA+2 C4+2 CS+2 CS+2 04+2 C4+2 C5+2 C5+2 DLO HEIGHT=
DLO Jamb e B e e e I e e e e B e e e e s e
DOOR UNIT HEIGHT-10.125"
P-hook 6+7 7+0 7+B 7a81 7+B I 7+8 1 7+e 1 7+3 7+8 1 7♦0 I 7+8 I 7+0 1 7.9 7«B 7+8 7.6 Not available In these sizes
Design Pressure +79.21-79.2 +733/•73.3 +6&0/.68.0
60' 53' HeadIS10 C4+3 C4+3 C5+3 CS+3 C4+3 C4+3 C6+3 C5.3 CO+2 C4+2 C5+3 CS+3 C4+2 C4+2 C5+ CS+2 PANEL HEIGHT=
DLD Jamb e a a a B e a e B B a e e e B e DOOR UNIT HEIGHT-1.866"
P-he.k 8+7 7+B 7+B 7+B 7+8 7+8 7+e 7+0 7+8 7+B 7aB 7+B 7+B 7+8 7+1 7+8
O= EXAMPLE ON SHEET AMobuCf RMSED
®oosspt/ing with the Hems
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. hattiag C,,&
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Aeeopbsce No���� •03
Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly Astragal
Espk slit Dste
135'A
Heavy-duty Stiles Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty511le Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside C Inside tCesfsl
Outside Corner
Lamer
as� Mal Inside
J Insideide COr Corner Outside
Corner
Part#61(Stlle) Part#61(Stile) Part#119(Out.) Part#61(Stile)
Part#61(x2) Part#61 Part#62 part#67(Astragal) Part#61 Part 9118(Corner part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount)
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 OP IS 60.0 PSF MAX.
WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. OH LENGTH
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 ����,.•4 S• '�!
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC OH RATIO 1 DIAGRAM);ADJACENT SEE THIS CONDITION IS NOT RATED FOR w o ;� z , c�N c •..
( ) = z
WATER INFILTRATION. o f
4r
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. o No.52705
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO=OH LENGTH --s
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3 r 6 g l lU
Rs-1en nee tl.rsrre �;,•. S,AT b 4,/,'
10707ECHNOL03YDRIVE DPANDANCHORAGER.w f` ••.Fl.°'�'°A••'••%`'�:•'
R'�"` N.VEAUCA FL SQ75 7sk 'sJr'.;,
igWY7 SERIES 670 ALUM.SGD-NON-IMPACT ;11'•
oii0 ei+�R' R'o A.LYNN MILLER P.E.
JR 0?201u - - CERT..OFAUni Awam ® scaem NTS 7 -22 PGT0128 B P.E.B 587os
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 9D'or 135°comer units,see sheet 11 (Water Infiltration Rating)
Table applies to all Glass types and air �. �. 96.Door LIn t Height Sill Riser Height (+)Design OH LENGTH
the StBe/Astragal types shown (Flat or Box,see
below.Posithe(+)DP may be 894/8'DLO 73-7/3'DLO 79-7/a'DLO 85.7/8'DLO Pressure,psi
AnchorType Anchor Type Anchor Type Anchor ype Sheet 17)
limited by Table 3A. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-1/2' see note 3 = OI OH RATIO z 1
Design Pressure + - + + - + - +46.87 = o
24" 17° Head/Sig 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 Medium-3-1/4. +60.0 O
DLO Jamb a 8 a 8 8 1 8 e 1 B a 8 8 B B 8 8 a High-4• +90.0
P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+a 7+6 7+8 7+8 7+6 7+a SEE NOTES 1-3
Design Pressure +90.01-159.5 +90.01-150.3 +90.01-138.2 +90.01428
3(, M. Hand/Sill C5+2 C5+2 I C6+2 2 C6+2 C CB+2 C5+2 C5+2 C6+2 CB+2 C5+1 C5+1 C6+ 5+1 C5+1 C6+2 C6+2 OH LENGTH - --
DLO Jamb 8 8 10 8 a a 10 8 e B 10 e 8 a 1 10 1 a OH RATIO=OH HEIGHT
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 8+10 8+9 9+10 9+10 9+10 NOTES:
Design Pressure +90.0/-139.4 +90.0/-130.9 +90.0/-120 +90.0/-110.8
29° Head/SIII C5+2 C5+2 C6+2 C6+2 CS+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 06+2 C6+2 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4'SILL.
36' DLO Jamb a 8 10 8 8 a 10 8 8 a 10 1. 8 8 a 1 10 1 -L-
P-hook 8+9 1 9+1D 9+10 9+10 8+9 1 9+10 9+10 9+10 a+B a+t0 g+70 9+10 a+9 9+t0 I 9+10 0+10 2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Design Pressure +90.01-125.5 +90.01-117.6 +90.01-107.3 +90.0/-96.7 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 c5+2 C5+2 C5+2 C6+2 5+c6+2 CS+2 C2 C6+z Cs+2 C5+2 C5+2 C6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
47 DLO Jamb B 8 101 a 8 1 8 1 10 1 8 8 8 10 8 8 8 10 8 SEE TABLE 3A.
g 9+
c P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 6+8 9+10 9+10 9+10 8+ 10 9+10 9+10
oI Design Pressure +90.01-115.7 +90.01-108 +90.0/-9a2 +90.0/-90 1 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
Z 41° 1 Head/Sill C5+3 C5+3 C6+3 C6+3 CS+2 C5+2 CB+3 C6+3 CS+2 C5+2 CB+2 C6+2 05+2 C6+2 CB+2 C6+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
46' DLO Jamb 8 8 10 E a 8 10 B 8 8 10 8 8 8 10 8
RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P-heok 8+9 9+tD 9+10 9+10 B+B 9+10 9+1D 9+10 a+9 9+10 9+10 9+10 8+9 9+10 9+10 8+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +531-83 +77.2/-77.2 +69.8/-69.8 +62.61.62.6 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
47° Head/SIII 04+2 C4+2 CS+3 C5+3 C4+2 CA+2 CS+2 C5+2 C4+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 8 8 8 a 8 a a B 8 8 8 8 a 8 8 8
P-hook 6+7 7+8 7+8 7+e 7+e 7+8 7+8 7+s 7+B 7+8 7+e 7+8 7+e 7+B 7+e 7+8 4 SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
Design Pressure +79.21-79.2 +13.31-73.3 +66/-G6 +581-58 4)
SEE
HeadiSill C4+3 C4+3 CS+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 C5+3 C4+2 04+2 C4+2 C4+2 EMBEDMENT INFORMATION.
DLO Jamb a 8 8 a B B 9 8 8 8 8 9 8 a 8 8
P-hook 6+7 7+8 1 7+8 1 7+8 7+8 7+9 1 7+8 7+8 7+8 I 7+8 1 7+8 1 7+8 7+e 7+8 7+8 7+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.
PRODUCT REV1SE0
DLO HEIGHT=DOOR UNIT HEIGHT-10.125' ..00-pllinwily lye Flaft
twdinr&,&
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
wecepr.ece N.
Eapiratlru,
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 @lamh Straight Astragal Lackstile @ 90'Astragal Lockstlle @ 135'Astragal Lackstile @ ,� s2CooYd.
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-duty5tile Heavy-duty Stile
Heavy-duty Astragal Outside Corner,, Outside Inside
a••�� Corner
Corner a-�
qdmIll Inside—2[�
Inside C. Corner Outside
Corner Qi�.•''�t.cN.;F .�Eo
Part#61(Stile) Part 961(Stile) part g119(Out.) Part#61(Stile)
Part#61(x2) -[
Part#61 Part it61 Part#61 Part#118(Comer Parts#31  Part$161 _ No.58705
Part#68(Astragal) Part 120(In.)#
Receiver) (Corn.&Fxd Mount)
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NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OR
SEE JAMB SEE'C5'CLUSTER
REQUIRED ( (7)P-HOOK ANCHORS, SEE'CS"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE @ PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE°C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEEi 7 REQUIRES'C6" SHEET 10 FOR INTERLOCK
POCKETS INTERLOCK 24'MAX.O.C.
THIS AND CLUSTER,SEE
SHEET SEE POCKET 60"NOM. DETAILS,SHEET 11
(8)P-HOOK r_______ x PANEL WIDTH x x
JAMBINSTALLATION. MADA TIER 1 WMAX.NG Ix xx xxxx x x x x xxxx xx xxxx x x x x�
THIS SHEET ANCHORS MIDWAY i 3"MAX x x x x
&SHEET 14 BE P-HOOK ! to I\ ANCHORS&AT3" 4 PAIRS OF
i I o x=FRAME x
a... FROM TOP& ! I ,I I ANCHORS —
807 TOM 1 0 14' I®� I j , cfl ANCHORS 9 I x (TOTAL B
4.051' °MAX.TO OPENING 1 z¢ 1��� UNIT ZOO ANCHORS
!>> MAX.O.C.'® , 14"MAX.O.C. HEIGHT PER JAMB)
1 yR 1 n®=P-HOOK
EDGE OF POCKET SEE !w a x�
INSTALLATION i ®� I 0 ANCHORS x DSETAIL EE JAMB
DETAILS'Jc'&'Kc', imp lo� mo=P-HOOK BELOW)
END PANEL SHEET 14&PART I�a l®1
MOUNTING
ANCHORAGE DETAILS'J'&'K', !Y W I o 3-MAX. ADAPTER x
24"MAX' (2 ANCHORS) SHEET 19 FOR
O.C. � 6_MAX lo} ANCHORS X
"+2" P-HOOK _ —�•
ANCHORAGE ANCHORS END PANEL x, xx, xz x x x x xx zxx x' ✓ �} END PANEL
•`� x x x xxxx x x z x' 8"MAX. J�ANCHORAGE SEE
ANCHORAGE x • x,
(SEE SKETCH BELOW) _\_12' "+2" SKETCH BELOW)
CENTERLINE B'MAX.TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OFPANEL J 2.04'
24"MAX. EXAMPLE:5-PANEL 2 TRACK 90°OUTSIDE CORNER-oXX=O-EXT.MOUNT POCKET ANCHORAGE PLAN
.O.C. 60"x 95"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: AS NEEDED TO ALIGN THE
EXTERIORHEAD OCCURS
SILL IF A SPLICE
60" J 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.
WIDTH DETAILS,SHEET i0 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY `a" 5.", W MAPWA9 Wilk the Fl•,idL
"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR �» ms e.Me
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT Aecepq•ee No Z of
3.5" ewrF�+ .,� 6"MAX. EaMerir b•tcs
REQUIRED AS PER THE FIGURE AT RIGHT: ISM` �` —
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR •eiC••Md OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE �2-TRAum
CK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2°ANCHORAGE ANCHOR PAIR
REQUIRES SEE'C5"CLUSTER CENTERLINE END PANEL
CENTERLINE ANCHORAGE
"C6"CLUSTER,SEE DETAILS,SHEET 10 {. OF —N-1
• l DETAILS,SHEET 11 INTERLOCK
FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) 8•
INTERLOCK
i4.051' i_ 3.5" ! MAX.
��. ...
CENTERLINE (��CENTERLINE 65703 _
EXTERIOR �OFPANEL 3 "+2"ANCHORAGE I OFPANEL 4 +2"ANCHORAGE I OF PANEL 5E _ 56705 _
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS = '
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ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG.
INTERLOCK-�IF NEEDED INTERLOCK--, CONDITION,USE INTERLOCK IF NEEDED 2.04' 2.D4"
CENTERLINE I CENTERLINE "C6'CLUSTER DETAIL) CENTERLINE , Ell1.75' � 6"DIAG.
W3.5'
— T, 7"
3.5' 21^
1.7
"p
MAX.
O.C. EXTERIOR4" 2.04" 4" 21"
MAX.
EXTERIOR 4"DIAG. 7" EXTERIOR 7" O.C.
ME HEAD/SILL v �l 6'MAX
2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL tu F, 5.64'
[al.ASTRAGAL OR INTERLOCK (tD ASTRAGAL OR INTERLOCK aCl ASTRAGAL OR INTERLOCK �2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5^) ANCHORS ARE REQUIRED,"C6") 6"MAX.
ANCHOR PAIR
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK-4—IF NEEDED INTERLOCK•-i CONDITION,USE INTERLOCK IF NEEDED 2.04" EXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3.5"
3.5" 3.5" T'
ANCHORS MAYBE INSTALLED
c 21" 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
EXTTEE IR,IOR 7. E%T,fElR,IOR 7^ 4"DIAG. EXTEnRIOR 3.5^ ARE BASED ON MIN.
v 3 TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL V 3 M 6"M ALLOWED.
3-TRACK-FRAME HEADlSILL
63 ASTRAGAL OR INTERLOCK 4ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
(FOR SPLICE FOR SPLICED REVISED
ASTRAGAL OR SPLICE LOCATION AS OR I ASTRAGAL OR CONDITIONS ONLY:
(FOR SPLICE CONDITION,DO NOT m—plyi s.ilh the Flotilla
INTERLOCK IF NEEDED INTERLOCK i CONDITION,USE INTERLOCK USE THIS DETAIL SPLICE LOCATION rleK�bs
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL CENTERLINE ) IF NEEDED A[aep"c N°/,(-j2�zf 3
Eapw_"pets
1.75" —� 3.5" 3.5" 7" 3.5"
3.5" D� �51,� � `�....a1...
Dt;¢�0a eef Cte pvl
2.04" 4"DIAG. 2.04" 4'DIAG. 2,04"
2.04" WDIAG. 4"DIAG.
8"4"DIAG. 0 3.5" C ........'F�lEXTERIOR EXTEERIOR EXTnEERIOR 7" 3.5° ` �1t='�t'ISc Tn •�
�j 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL f;
(la.ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK '''$A705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6') - G -
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"CS") WITH&WITHOUT SPLICE CONDITION 64
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2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN
q°DIAG• 4"DIAG. 8.94' ARE BASED ON MINIMUM
6.12" 6.12" *2a--
3.5" ALLOWED.
INTERIOR INTERIOR 7 INTERIOR 2•DETAILS DEPICT ANCHOR
90° 3. " 90° 3. " EXTERIOR 1QUANTITY AND SPACING,
AND WOULD BE IDENTICAL
EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
3.5" 4" 3.5" 4" 3 EXTEwoR "+1"ANCHOR
2.04" EXTERIOR 2.04' 7° 2.044" 2.04 7"
EXTERIOR
90°CORNER ' 90°CORNER 135"CORNER 135"CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL II-- CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL
ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,"C6")
4.08" "+2"ANCHOR
INTERIOR
EXTERIOR INTERIOR
4.08" '+1'ANCHOR
4" 7.41" 2.04' 4"DIAG.
INTERIOR 3.5 INTERIOR
90° 7" 135° 3.5"
3 EXTERIOR �OF PANEL
NE
3.5'
4.08" 4.08" "+3"ANCHOR
5.3T'D AG. 5.37" AG. 7" -
CENTERLINE 2 04°
"3.5" 4" 3.5" 4 OF PANEL 4'DIAG.
EXTERIOR 7" IXTERIOR 7" 4° INTERIOR ON
'+2°ANCHOR 3.5'
90°CORNER 135"CORNER ExrJERLoR VIEWS 7"
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 17 ' CENTERLINE
("C6'ANCHOR CLUSTER REQUIRED ('.qT ANCHOR CLUSTER REQUIRED L OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" INTERIOR 2.04" rRooticrREVISED
2.04" m-mpl*g wIth Hs F16."
6.12" 3.5" Nwli.g cod.
4" EXTERIOR 5.88° CENTERLINE Amplia'eN. /`-o675•e3
INTERIOR OF PANEL eiI""`�0°D"I`--.yi 'Zo
INTERIOR 90 3.5" 135° "+3"ANCHOR BBe�l L. `-��"`�`
4^ 2.04" h�ln'tMrY P . CsYd
DIAG. 7
3.5" 4.08"
6.12" 4"DIAG. 6.12
7" EXTERIOR
2.04" 4"DIAG. 3.5" 3.5" Y p .
90°CORNER 135°CORNER 2.04" I OFPANEL �c•LniSr'.�F���
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
(-C68 ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL 48:u
hla.
INTERMEDIATE ANCHOR LAYOUT =
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) -
(3-TRACK SIMILAR)
c�:..
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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 TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1116"• 2-1/16"' 2-1/16"• NOTES:
EXTERIOR 1/q• 1/4" 1/4" 1.ALL DIMENSIONS
a MAX MAX EXTERIOR SHIM ON SHOWN
IN.ALLOWED•
o r SHIM EXTERIOR o r SHIM 2.METAL OR WOOD
EMBEDMENT: T SUBSTRATES MAY BE
SEE TABLE A, USED FOR ALL FRAME
SHET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
- TYP:,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR _ SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
"DIAGONAL O.C.
2--TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Aw WOOD INSTALLATION 9w WOOD INSTALLATION �METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) SHEET 1 1 SHEET 1
(1/4'MAX.) (1/4"MAX.) T ':., :r::.,... ....... ..., :. r:..
EXTERIOR I EXTERIOR EXTERIOR 1 EMBEDMENT:SEE
2-1/16"' 2-1/16"• �2-1/16"• TABLE A,SHEET 1
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
ME SILL
WOOD INSTALLATION Ew WOOD INSTAALME SILL Ifa 3-TRACK LATION E SILL �M TALC INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 I,
EMBEDMENT:SEE � rizooucrssvrcers
TABLE A,SHEET 1 EDGE DISTANCE: momi plyfogwit!be FZ.,k
SEE TABLE A, Acers�m rvo bj
EMBEDMENT:SEE METAL TYP., SHEET 1 giPlt p��OG aE�
TABLE A,SHEET 1 �i EDGE DISTANCE: SEE ANCHOR
NOTE 4,SHEET 1
EDGE DISTANCE:
2X WOOD 2X WOOD SEE TABLE A,0 �# Ptod a
TYP.,SEE ANCHOR SEE TABLE A, TYP SHEET 1
SEE ANCHOR
NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1/16"'
SMS ANCHOR TYP., i
2-1/16"• SEE ANCHOR NOTES
WOOD ANCHOR TYP., 2-1/16"• &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS
EXTERIOR O EXTERIOR TABLE
A,SHEET 1 EXTERIOR MET
D THE ` GYNN
ENSE
1/4"MAX.SHIM
1/4
�L V SUBSTRATE 2 '_
V "MAX.SHIM -+�Ff 1/4"MAX.SHIM If
:k r No.587o5
2-TRACK FRAME JAMB da 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:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE SEE TABLE A,SHEET 1 CONCRETE [��LE A,SHEET 1 SHOWN ARE BASED
PER TABLE TABLE A,SHEET 1 CONCRETE
PER TABLE ON MIN.ALLOWED.
A,SHEET 1 2-1l16'• PER TABLE p_1/16�•• 2-1/16"'
A,SHEET 1 A,SHEET 1 114" •DIAGONAL O.C.IS
:.
EXTERIOR ., ... .., ��..'.�:.. SHIM )
I OR 6"(JAMB)SEEILL
iMIN 4
1�1I 1/4" EXTERIO� U 8 11LS,SHEETS
EMBEDMENT: J MAX.1/4" XTERIOR
SEE TABLE a MAX. EXTERIOR
SHEET I Mom SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
---- -—- WOOD BUCK TYP.,SEE SEE 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 t6Eh 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Zcj 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,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5,SHEET NOTE 5, NOTE 5,
1(1/4"MAX.) SHEET 1� S4HMET 11
T (1/4"MAX) I (11 ° AX.) .:.
EXTERIOR I EXTERIOR ]• EXTERIOR < 1 1jq .
a CONCRETE
2-1/16".• � 2-1/16°• ' <32-1/16"' PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER 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 FRAME SILL 3-TRACK FRAME SILL tfEh 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE PRODUCMEVISW
TABLE A,SHEET 1 _� EDGE DISTANCE: Ong Qwe�ftY ue F7atY9a
SEE TABLE A, Acep<
EDGE DISTANCE: PROPERLY SECURED e .e«No 16-Obo3
EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 Eiplwiiea Ml �
TABLE A,SHEET 1 —� TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3,
PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1 '�atCoaha1
1X WOOD BUCK TYP., SEE TABLE A, SHEET 1
SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR 2-1/16"
SHEET 1 TYP.,SEE ANCHOR
.'I.2-1/16"' PROPERLY SECURED NOTES&TABLE A,
CONCJCMU ANCHOR 1X WOOD BUCK TYP., SHEET 1 CONCRETE
OR CMU
TYP.,SEE ANCHOR SEE ANCHOR NOTE 3, CONCRETE
NOTES&TABLE A, SHEET 1 P
SHEE CONCRETE TA
BLE BLE EXTERIOR A SHEET 1
V
EXTERIOR ,•. OR CMU EXTERIOR .`. A,SHEET 1 lu
�;�\rSNSe'•. '� .
1/4'MAX.SHIM I Imo- PER TABLE
A,SHEET 1 1/4"MAX.SHIM -� I
1/4"MAX.SHIM �c; NO,5B765
da 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB = k
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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 CONCJCMU ILLUSTRATIVE
C:Do SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYP.
TABLE A,SHEET 1 ALL APPROVED
2t31..:.;s...,. ..•. ::,:.: SUBSTRATES.
SHEET 1_ ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE - ---
EDGE DISTANCE:SEE EXTERIOR 3.SEE TABES 1,3,
LTABLE A,SHEET 1 EMBEDMENT: SHEETS 6 8 FOR
SEE TABLE A, '- ""':;• P-HOOK MOUNTING REQUIRED P-HOOK
28 ',f'.'• AND P-HOOK
ExrEaloa SHEET 1 ADAPTER CONCJCMU
�n� ANCHOR TYP.,SEE MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., V "'' "• j
v P-HOOK r^ "> <".:.`:<:."..::'''. ;.' ANCHOR NOTES&TABLE ANCHOR QUANTITIES,
SEE ANCHOR NOTES CONCRETE OR ALSO SEE EXAMPLE
&TABLE A,SHEET 1 EMBEDMENT:SEE A,SHEET 1
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
Jk�!V PARTS#1 B.#20,#22 OR#24, Jc PARTS#16,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMUINSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING ]
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1;
EMBEDMENT:SEE II11
ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
TABLE A,SHEET 1
MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ••• ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES '•'. A,SHEET 1
SUBSTRATE 28 &TABLE A,SHEET I EMBEDMENT: `' r•' •'.... •;.'.:i (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9)
ILLUSTRATION, SHEET 1 28
EMBEDMENT: 1 SHEET 9) rRODvcrRnmWo
SEE TABLE A, EDGE DISTANCE:SEE ■ ns°oaPlyleg with the Flort6�
SHEET 1 1-1/4"MIN.EDGE DISTANCE
TABLE A,SHEET 1 E o.m 3
30 30 _`�• I � SN,�
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES ANCHOR TYP.,SEE-/ DE
JZ
&TABLE A,SHEET 1 ANCH 3vOR NOTES&TABLE vv
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE MIN.
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, kLOJ PARTS#19,#21,#23 OR#25, ����\I�YCdN,9�/4�''!•
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR 1,2�`:;�gNSF'•��9
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT •'
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY _. No 837p5 ,
N H OWOY,,,,,E ANCHORAGE DETAILSVE
r• ab:
SERIES 670 ALUM.SGD-NON-IMPACT
�srwb a�ame We¢ °i'-'""'-' °TM>Du' LYNNM'N''0R,P.E.
-JR- OZ=14—_____ _ _ ___ _ -- - - CERT..OFAUM a2829E 3G0.670 NTS 14 m 22 PGT0128 Its P.E.tt 5B705
I
I
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL W, WIDTM TYP.PER TABLES 1-3 INTEwoR
SHEET 18;INSTALLATION q1L
DETAILS'Aw'&'AC',� EXTERIOR
SHEETS 12&13
90°
PANEL PANEL PANEL TYPE PANEL CORNER DETAIL'N2',
TYPE Q TYPE AS' TYPE SHEET 19&CORNER
A 'K' ANCHORAGE SHEET 11
NOM. iNrr i
MAX. PANEL h MAX. HEIGHT INTERLOCK DETAIL
PANEL / DLO PER 'M',SHEET 19
HT WIDPER P.
HEIG SEE / HEIGHT ,TABLES EXTERIOR INTERIOR
NOTE 2 TABLES 1-3 1-3
JAMB DETAIL 3 18 INSTALLATION DETAILS
X X X GYJ&'Gc',SHEETS 12&13
90°
SILL DETAIL'D',SHEET 18;T'
INSTALLATION DETAILS EXAMPLE:90' INSIDE CORNER,4 PANELS-XXIXX
'Dv/&'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"
#8 X 1"
#10 X 1-1/2" PH SMS PRODILIC r REVIS99
PH SMS .coapWp-i,k Uu Flo"
Amp-.No /G-GC29.63 '
E.piceti"Dote I
a �
PANEL CORNER FRAME CORNER
DETAIL DETAIL
0
NOTES: t��......... fA ;
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. vti'•
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. a•
2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. 58705
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
16
er• ure: w.l.m,m momc ^.IJ� 5�,17f OF .';�
tnrorEcxNoLocrowve ANCHORAGE DETAILS/EXAMPLEELEVATIO �;,•.Fcor;n,..... :a,:
�— N.VFMC�FL 31275iWiTa—f NUT SERIES 670 ALUM.SGD-NON-IMPACT
(B1J}t81Y1B00 e.e.ead.e sue. ov.eq�n w.: ": .,
jiz °'�' a"°i° - CERT. A79D8 - -T SOD•Bro NTS 15 dY2 PG7Df28 A.LYNN1uIILLER P.E. i
JR — B P.E.q 58T05
• i! " r
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
i ;INSTALLATION DETAILS'GW&'Gd,SHEETS 12&13
HEADER DETAIL IN,SHEET 18;
D JAMB DETAIL'G2', r�A�ETRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL'G3',SHEET
LLL INSTALLATION DETAILS'Aw&'Ad, WIDTH SHEET 18;INSTALLATION ETAILS'L1'& 18;INSTALLATION DETAILS������777777 18;INSTALLATION DETAILS
DETAILS'Gw'&'Gc', L2,SHEET 19. 'Am/&'Ad,SHEETS 12&113 SHEETS 12 813 TYP. '�'Gw$'Gc',SHEETS 12&13
SHEETS 12&13 90.
EXTE IOR INTERIOR
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL
R' L' D' A' TYPE TYPE TYPE TYPE M',SHEET 19
MAX. ,A, �, ,OS, MAX. — — -- ---
NOM. 90°OUTSIDE CORNER
/ / / UNIT / UNIT DETAIL'N1',SHEET 19&
HEIGHT SILL DETAIL NOM. / HEIGHT CORNER ANCHORAGE
WIDTHETYP. / / PER 'D',SHEET / PANEL PER
MAX. PER SEE TABLES 18; MAX. WIDTH / SEE TABLES SHEET 11
DLO NOTE 2, 1-3 DLO PERTYP NOTE 2, 1-3 INTERIOR
HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT SHEET 15
DETAILS TABLES 1-3 l
a 'DW&'DC', EXTERIOR
0 x x X SHEETS12 a NOM.PANEL
&13 , WIDTH TYP.
x X x X I PER TABLES
SEE FRAME&
MAX.UNIT WIDTH J� J MAX.UNIT WIDTH 1 3
�1
PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'DW&'Do,SHEETS 12&13 EXAMPLE:90o OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Wd&
L2,SHEET 19]�, 1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13�
HEADER DETAIL
JAMB DETAIL'H2',SHEET P-HOOK DETAVY&'K,SHEET B',SHEET 18; l
18;INSTALLATION DETAILS 19:INSTALLATION DETAILS'Jw, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER INSTALLATION
SHEET
DETAILS'Bw'&'Bc, DETAILS'Iw'&'Ic,SHEETS 12&13 18;INSTALLATION DETAILS
'Hw'8'Hc',SHEETS 12&13 'Jc','Kw 8'Kc',SHEET 14 SHEETS 12&13 'Cw'&'Cc',SHEETS 12&13
- — MAX.UNIT WIDTH r MAX.UNIT WIDTH ►ROUucf REV16Ep
w aaPb'�®Witt,lie Wnifa
I, hwdin`Gode
PANEL PANEL PANEL PANEL I PANEL PANEL PANEL PANEL Actem"ftN-1L-0629.u3
I TYPE TYPE TYPE TYPE Earki 11.di p
TYPE TYPE TYPE TYPE I
R' L' M' F i M F F P MAX. AVID,a lA
MAX.UNIT NOM. w o I NOM. UNIT ' 'od•ei
HEIGHT PANEL °z a j � PANEL HEIGHT
PER WIDTH TYP. ¢ I / / WIDTH TYP. / PER
TABLES MAX./ /SEE PER / i SEE MAX. PER TABLES
1-3 DLO NOTE2r. TABLES 1-3 —NOTE 2, DLO TABLES 1-3 1-3
HEIGHT SHEET 15 I SHEET 15 HEIGHT
a '
o x x x ; o az�'a�....... .
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18 EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;f✓ "+ `T' Na.5P705
INSTALLATION DETAILS 4 TRACK,BY-PASS) INSTALLATION DETAILS -
(3-TRACK, RIGHT POCKET) ( -
Ew 8'Ed,SHEETS 12&13 Fw'&'Fc,SHEETS 12 813
tom TETywococroRnm EXAMPLE ELEVATIONS ;V�'•. s�a E Or �p;
er, cave M VEAM&FL e SERIES 670 ALUM.SGD-NON-IMPACT
Ise1}reo-l600
aon ey om: rx�a ame a.r..we.[ — — mwow wr. A.LYNN f iLLEk.P.F-
—_
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N r
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK BOX OUT BOX IN 80 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER
STILE WIHANDLE BOX OUT BOXIN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE 90 RECEIVER W/HANDLE W/HANDLE
TYPES OUT IN #118 #118 #31 931
�— —� -
SINGLE INTERLOCK UD3- F PP K L TR TQ TC TA TV TW
OUTO m
SINGLE INTERLOCK _ B E P A C C IC SQ SC SA SV SW
IN (eagovr
SFIXED
TILE RR R S S FD FC FV FW
femcovi/ leaxu+J .
LOCKSTILE
WI HANDLI-E f ��/J
D n�J J i
(atatanJ (aoxn+J
ASTRAGAL
BOX OUT L/ R p PANEL NOTES:
WI HANDLE (BOX OUT) 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
)— ASTRAGAL A! SIZES&DESIGN PRESSURE.
BOX IN 1 V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
LU w/HANDLE rearm, PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
J_
�- ASTRAGAL � T U STILE EXTERIOR
STILE AND ARE NOT AVAILABLE.
BOX OUT 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES
r fBOXO'm (BOxOm (#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
LLI BOX IN lJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
rearm9 (earn,
J 4.1350 ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER
RT Cl
90 LOOK.TILRNER (#61)AND CORNER ADDO N(#31).
J W/HANDLE#1 PO 232'
w EXT CORNER SILL RISERS OPTIONS 232° ��
z WHANDLE
LOCKSTILE
Q /HANDLE#119 QT QS ����---- --�{Fes— 232" EXTERIOR EXTERIOR
1 DST
EXT CORNER#61 EXT�OR I I I 232 EXTERIOR I I .062" a 4.055"
90 RECEIVER ! T CS I� a .062" 3.305° PRODUCEREVISED
W/HAND LE #118 VVV 2.555°
I w—plobg with 11,furkh
INT CORNER#61 1.56 062' h"Mic Wde
IN RECEIVER A T AS DF Acceptance No -O(,Z 3
W!HANDLE EiN++N�B.fe
EXT CORNER #116 SILL RISER,FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT _
BXTCO VER CF FLUSH,1-1/2" 20 LOW,2-1/2" OMEDIUM,3-114" 24 HIGH,4" 9.4,
#fit --►1 Iw .750'
EXT CORNER #31 --�{ 750" EXTERIOR
35 RECEIVER VT VS VF
Wf HANDLE #61 .750' EXTERIOR .Ofi2"
INT CORNER �i1 EXTERIO—R+{ EXTERIOR pp2^ mil-'
35 RECEIVER WT WS WF a I -g�a a •067 a 4.055'
�/� 3.305°
Oa
W/HANDLE #61 2.565"' 1 '•I""
1.567°062' J. .:'� C•;; l.YniAl:.r`r.'i,
D SILL DER,B4 27 SILL RISER,BOX 23 SILL RISER,4OX 25 HIGH 4"ER,BOX
FLUSH
c._r,705
`NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 =••;� � ��L'r
1oro7<cxxaocrDRlvE PANEL TYPES
Or Olt MVFNK:E,FL 91275 rar< ^,,C'.,1_.'�•......•'_:;w
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• Y
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH
60 OR 61 105
OCK PART
FULL LENGTH 14 75&to7-11 17
I
106 OF JAMB 5 80 OR 61
16 5
OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 5 SEE DETAIL Gt
105 6"LONG CLIP#105 WITH FOR FIXED
OPERABLE LOCK PART
@ W/RETAINER#106 - PANEL) 60 PANEL CLIP 75&107.119
MIDSPAN (SHOWN WITH SEE DETAIL G2
FIXED PANEL TO LOCKPART5 THE INTERIOR) "T.L EXTERIOR 103 - 113 75&107-110 - 103 FOR FIXED 5 103 GO OR 61_ --------"- - -- ---
EXTERIOR v PANEL CLIP
14 15 6
112 16 17
#10 X 3/4" 123 FULL LENGTH 40 I I 60 OR 61
sms,X 3 OF JAMB 2-TRACK JAMB 2-TRACK JAMB TI„EXTERIOR 1 yEXTERIOR EXTERIOR EXTERIOR
CLIP#80 OR#105 5t 52 WI SCREEN
6"LONG W/RETAINER#123 3 TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
@ eo (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
eo OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR EXTERIOR
2
112 1 3 4
45 5 113 5 113 5
52 51
69 EXTERIOR 69 EXTERIOR 89
EXTERIOR 53 RiL
a a
a
SHOWN WITH 2-TRACK W/SCREEN 3-TRACK E 4-TRACK MAX.UNIT PBOUucr REVISED
OPT.SCREEN W FRAME HEAD FRAME HEAD FRAME HEAD HEIGHT PER o.cm
TRACK TABLES 1-3 R�� NtkFiOrldt
atceq u.No /1^- /zf
EiPir�elw 0.te
4112 &5
69 69 S
EXTERIOR EXTERIOR
� 72 OR 73 � 72 OR 13
9 10
11 11
EXTERI113 113
LYNIy
FRAME SIL/LSCREENFRAME SILL FRAME SILL
Wa.5ti708
"ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. -
�.eer ma rmwms o-. 441
i CL;
er. o 10707ECNNOLo3voRNE VERTICAL SECTION DETAILS ":J'? :., STATE a,
N.VENIC.F134275 ime .• P i`•�•.
(941)-4e0-1600 SERIES 670 ALUM.SGD-NON-IMPACT ;;.•tr,�,;;;� ,,•
A.LS' N MILL'ER,P.E.
�Jli o sa7fa o 0.% cERr.or-almf. zszse ® scae70 NTS 18 a?Z PGT0128 B P.E.#58705
ASSEMBLY DETAILS -
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 118
*.ERI.R
28 30 7
113
27 63 11
103 62 111 63 80 OR 61
' BO OR 6129 65
14
I I 65 5
.yEXTERIOR 1t1 90° --- - - - --- -- -- _-
v EXTERIOR
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR ID
®j (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY a a INTERIOR
90°
60 OR 81
LOCK PART LOCK PART
103 75&10711 D 103 75 8 107-110 61 75&107-110 5
M INTERLOCK
11
14
113 ,
60 113
60 61 61 118 I� 5
�"� 11
EXTERI DOR 113 EXTERIOR
113 103 119EXTERIOR 7
67 68
(a STANDARD ASTRAGAL SIDE
L1 WITH STANDARD TILESS#60 �WITH HEAVY--DUTY TILES HEAVY-DUTY ASTRAGAL B#61 Nt 2 TRACK SHOWN CORNER �2 TRACK SHOWN 'ITEM#61SHOWN,
(HEAVY-DUTY
STILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
4 INTERIOR STILES.
017� INTER
1RODUC C REVISED
4INTERIOR nw plyiegwhkrieRod&
135°
5 5 Ateep a No /�OL2 .o;
IOR 6sPkMM-DateB i4� ll..- �—hUWV 4 P oeeCw0d
7PoraEXi
148132 ERIOR
11 5 tilt
LOCK PART 31 103 61 EXTERIOR 7
75&107-110 14 E NER ,� " •."i ,
02 2-TRACK SHOWN •'fir"EI,�"= �'" '
135°OUTSIDE CORNER A~ n
of 2-TRACK SHOWN / Itif 58"T
wwa#r. Ovh: �bvWovc
o+=Nax i?•'•. a TE TE TF
87 1070TECHMXOSYDRNE HORIZONTAL SECTION DETAILS,CORNERSw;iF �<oRio •.,�J.`:
N.VENICE,FL 3Q75 me .�r'),�•.....
weer ryer}lsatss# SERIES 670ALUM.SGD-NON-IMPACT
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Fxwie_ SGD s 05
- --
c
Item PGT PGT# Description Item PGT PGT# Description NOTES:
# Dw .# # Dwg.# 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL STLE
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 817309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD B3 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE PITERLOCK) 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
6 17317 617317 FRAME HEADIJAMB SCREEN ADD-ON 65 1732B 617328 INTERLOCK SCREW COVER MIN.#10 SMS OR 3116'MASONRY
7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL ANCHORS @ 24-MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAG. 68 17339 617339 HEAVY DUTY ASTRAGAL
9 17307 617307 3-TRACK SILL 69 17324 617324 TOP 6 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 1-1/T X 1'X314'HIGH FIN SEAL DUSTPLUGS -
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 B153 78163X TANDEM ST.STL.ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78163N 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 WILONG TRIM PLATE
16 17308 617308 3-TRACK JAMB 78 71032X1 FPFX 01032 X 1'FL SS SCREW W/TYPE'F'TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL 21NC U-NUT
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 78 173SB 617355 3116 8 1/4'BEAD
19 17319 617319 SILL RISER-BOX FLUSH,1-1/7 79 17357 617357 T IG BEAD
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2' 80 17359 617359 7/16'BEAD I FOXED PANEL CUP
21 17318 617318 SILL RISER-BOX LOW,2-1/2' B2 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4- 83 61745 1745 LOWE INC,1/2'X 1116'SGL SIDE AOH.TAPE,POLYETH.
23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4' 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4- 102 1696 71698 DUST PLUG
26 17333 617333 POCKETP-HOOK 103 8186 78166X VKEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6'LONG PRODUC f REVISED
29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9116" 0 -wPI7i1q m1b i6e Fk d&
30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH N75 Iwwi.z
Aetepiuce No/6^BL2 •03
31 17376 617376 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75 EapinYw Dne .o
32 17378 617378 1135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#76 L . �
ITEMS 40-63 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE ill 710X44PPSDAX#10 X 3/4'PH.PR TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187'X.230'FINSEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 010 X 1-1/2'
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1'
45 4317 612256 SCREEN TOP RAIL 116 72OX1X #14-20 X 1'S.S.
46 4318 612257 SCREEN BOTTOM RAIL 117 720XI12X #14.20 X 1-1/2'S.S.
47 668 75RAZ STANDARD ROLLER 118 17336 617338 90 DEGREE CORNER RECEIVER
4B 668 7SRAX STANDARD ROLLER-ST.STL 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 817352 FIXED PANEL RETAINER 7/8-
51 1692 61692 SCREEN SPLINE-.165'
52 1694 61694 SCREEN SPLINE-.15T
53 61816C20 SCREEN CLOTH : ia`('':�:`
' .•.:,`iiL:�F?%ice
0'.•
54 1725 1/2'X 4'X 1/t6'SET.BLOCK,NEOPRENE 85+/S �`i� .•,•,G:.dSE
55 1726 1'X4'X 1/16'SET.BLOCK,NEOPRENE 85+/S
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6
o� Ion 1EeNNO100YORl1lE PARTS LIST
n!vEM/ceFL34z7s nr ,";o.,;" ..• ��'
(e41meo-1600 SERIES 670 ALUM.SGD-NON-IMPACT
A.LYNN MILLER P.E.
JR• ydo/14 �° °i� CEIZl.OFAURL 929M a PG0128 PEssB76s
r
5.069" 8.562" --j 1.36" -
1.36'
0.080"
1.872"
1.211' 1.505"
1 0.081" 1.019°
J. 0.062"
0.081" 02-TRACK HEAD 10 4-TRACK SILL 0 081"
(6063-T6 AL) (6063-T6 AL) SCREEN
4o STILE
6.198" (6063-T6 AL)
6.196" 6.52 0. 5.069"
0.080"
1.211" 41.505' Ew-
'-0"" + 1.90.062"
O2-TRACK HEAD W/SCREEN TRACK-J 9 3-TRACK SILL
EN
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB OTOPSCR RAIL
TOP RAIL
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRACK JAMB W/ i
6.221" 15 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
1.211" 1.505" 0.875"
y - 1.36"
_J. 0 u
1
I 1.993"
0.081" 3-TRACK HEAD 2-TRACK SILL W/SCREEN TRACK 0.0 0.062°
O3 O81"
(6063-T6 AL) (6063-T6 AL) SCREEN
4s BOTTOM RAIL i
9 142„ (6063-T6 AL)
4.49" 0.081"
-�
0.080"
1211" 1.505" 7.105"
1 raouuc r eEv/seo
u cowPYbl with tien du
pm
9.141" baWiegf ode
0.081" Oq ¢TRACK HEAD O7 2-TRACK SILL ecaple.cc Na(6063-T6 AL)(6063-T6 AL) El
/1�a3
41e
� iYh t
1,514' 0.060"
0.062" L_II
1.260"
0.532" 0.760"
0.060" 1.516' 1.990"
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
ADD-ON O ADD-ON O END ADD-ON 83-TRACK JAMB ,•,.
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS ' , I
OR 3/16'MASONRY OR 3/16"MASONRY t7 4 063-T6 JAMB =
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (663 T6 AL)
10707EgfNOLOOYORIVE EXTRUSIONS ;,` ; ._; o ,,.,r.,.•.f;
N.VENIGF FL3i775
R�W. SERIES 670 ALUM.SGD-NON-IMPACT .
' t arms s..e u+.eeie ^^ A.LYNN MILLER,P.E.
�JR 02l10/f4 - - - --_- - - -CERL OFAUTH_RYB79B_ ____. ®_ SG0�70 _ NTS_ 21 22 PG7Df28 _ B REN 58705
0.718" (�- U•B9' �+ 3.802'
3.802" -+( 2.304' � 0.752" -y I
0.752° I " I 11 �� 0.885'
0.574" 0.796"
0.062° 0.062°
0.264" 0.080"' 0,2� 0.062"
0.075"
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
5 SCREW COVER 11 TRACK 26 P 063-T ze ADAPTOR 29 COVER 0.080' 3o P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL)
4u-,
4"
155" 4" - ---
2.30" 1.488"
1.739" �{
0.080'
0.830" 0.062" 1.600 0.133" 1.600 0.062" 1.303"
.080' 1.870" I 1.888"
.016" (� 3.125' 0.325"
1.974" 3.125' 0.062"
2.44"
31 135°CORNER 32 135°FIXED MOUNT O STANDARD STILE et HEAVY DUTY STILE 6z INTERLOCK INTERLOCK
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°
1.050" 1.050" -�j 1.050"
L. 0.075" ]I�I
D.075' 1.645° 0.062" 1.304'
1.645" .2mt L--� -i 89" .6r(145-
�045"4n ---� .849'
045'
flL
0.125'" 0.281" ^� 3.25" -+I
GLAZING 7/16"GLAZING 3/16-&1/4"
67 STANDARD ASTRAGAL se HEAVY DUTY ASTRAGAL 99 TOP/BOTTOM RAIL 7s BEAD(I.G.) eo BEAD,FIXED 7s GLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP BEAD
(6063-T6 AL) (6063-T6 AL) PRoUDcrREWsm
kwd
-
m olI p wnb r.bL`L.-yy1.003" .ecd.1.03" Aepp.nN. �-o6z5•�3
4" 5.621" EAr-l.t. ICZ 2e
SL 0.757" 0.080 Ded
0.050"
ua
e
tos XED , 0.70
FI L CLIP 2.893" 0.133"9" 0.133"
PANE
(6063-T6 AL) 1.498' 1.498"
0.080"
.550" 10.863
FIXED PANEL 5.621"
0.709" iz3 120 90°INSIDE CORNER ASTRAGAL `,� '.'`'''•j
RETAINER,7/8" 2 826"
0.080" �I (6063-T6 AL) 1 is 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) '' ,
O90"INSIDE/OUTSIDE (6063-T6 AL) \
FIXED PANEL 118 _ ;.i.. ^Ni
106 RETAINER.9/16" CORNER RECEIVER
(6063-T6 AL) (
6063-TEAL
) (/t
toro7EciwOLoorORrvE EXTRUSIONS 51
- FL VENIC&Fl.3ez76 me ..o, ,;•.
(941He0•1600 SERIES 670 ALUM.SGD-NON-IMPACT "'/'.'.•'.:'il-.ti:
..nrrma.e - - Onbp- R0" A LYNfi MILLER•P.E.
JR 0?!20/14 CERr.OFAYM 029M ___ __ ® SGD-670 _ NTS 22_�22 __ PGTO128 B P.E.#58705 __