HomeMy WebLinkAboutNotice of Acceptance MIAMI-DADE MIAMI-DADE COUNTY
• 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 OA economy
PGT Industries,Inc.
1070 Technology Drive, FEB 18 2020
North Venice,Fl.34275
SCOPE: LST. Lucie County; Permitting
This NOA is being issued under the applicable rules and regulations governing the use ot construction materia s.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-770"Aluminum Sliding Glass Doors w/90°& 135°corners—L.M.I
APPROVAL DOCUMENT: Drawing No. PGTO130 Rev C,titled"Series 770 Alum. SGD-LM Impact",sheets 1
through 22 of 22,dated 10/10/14 and last revised on 11/22/19,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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 Typ. Installation in sheet 10 for
straight configured units, sheet 11 for corner units and sheet 14 for pocketed 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 renews NOA# 17-0420.12 and consists of this page I and evidence pages E-1,E-2&E-3,as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E. wile CC,
QM1AM"1ffi-DAfflD,E
NOA No. 19-1126.03 COUNTY low Expiration Date: February 17,2025
Approval Date: January 09,2020
'�� Page I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals under file#15-1013.15
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below) i
2. Drawing No. PGT0130,titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of
22, dated 10/10/14, with revision A dated 10/08/15,prepared by manufacturer, signed and
sealed by Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and
sealed by Marlin D. Brinson,P.E.(Submitted under NO.A No. 14-0123.10)
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared
by Fenestration Testing Laboratory, Inc.,Test Reports No.:,
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all
signed and sealed by Julio Gonzales,P.E.(Submitted under NOA No. 09-0826.10)
Along with marked-up drawings and installation diagram of an aluminum sliding glass door,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-
6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028,
FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,
P.E. (Submitted under NOA No. 09-0826.10)
3. 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
1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition
(2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No. 19-1126.03
Expiration Date: February 17,2025
Approval Date: January 09,2020
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their"Butacite®
PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their"SentryGlas®
(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. !
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5`b Edition(2014), dated October 8,2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries, Inc. for their Series "SOD-770"
Aluminum Sliding Glass Doors w/90° &135° corners -L.M.I. expiring on 02/17/20.
2. Evidence submitted under previous approvals under file#16-2609.06
A. DRAWINGS
1. Drawing No. PGT0130, titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22,
dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed-and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/
PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc., Test
Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all
signed & sealed by Idalmis Ortega, P.E.
C. CALCULATIONS (Submitted under previous NOA)
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135°corners -L.M.I., expiring on 02/17/20.
s k,-...�1 .
Ishaq 1.Chanda,P.E.
Product Control Unit Supervisor
NOA No.19-1126.03
Expiration Date: February 17,2025
Approval Date: January 09,2020
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
u
3. Evidence submitted under previous approvals under file 917-0420.12
A. DRAWINGS
1. Drawing No. PGT0130, titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22,
dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by ,
Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-61h Edition (2017),
dated 04/18/17 and revised on 08/10/17,prepared by manufacturer, signed and sealed by Anthony
Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19.
F. STATEMENTS
-1. Statement letter of conformance with FBC-61h Edition (2017), dated 08/10/17, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries,Inca for their Series"SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners-L.M.I., expiring on 02/17/20.
4. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev C,titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22,prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed
by Lynn Miller, P.E.
C. CALCULATIONS (submitted under file#17-0420.12)
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
f
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their"Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers",expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. for their"SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6h Edition) and letter of no financial interest,
prepared by PGT,dated 11/22/19, signed and sealed by Lynn Miller,P.E.
G. OTHER
1. This NOA renews NOA# 17-0420.12, expiring April 07,2025. ` . �tA�
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.19-1126.03
Expiration Date: February 17,2025
Approval Date: January 09,2020
E-3
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Mm
Anchor Mchor7ype Frame SubstrateMin.Edge Min.O.C. Embedment or
INCLUDING POCKETS & 90*1135° CORNERS Group Member astance Distance Meta,Thickness
#12188 SMS, Southern Pine ISG=0.55) sr 15 718' 1-318'
GENERALNOTES (F,=60 ksi,F,=95 ksi) At 606375 Aluminum 318' 9115 0.09T
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12410 SS SMS. A36 Steel 318- 9116- 0.05T
2)DESIGN PRESSURES: A (F,=90 ksi,F�=110 ksi) Gr.33 Steel Stud 318' 9115 0.045(18 Ga)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. AD Concrete(min.222 ksi) 1-117 T 1.3/8'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 1/4'Elco Aggre-Gator& Jamb I P-hook 1 Filled Block(ASTM C9D) 2' 3' 2-
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. F,=57 ksi.F„=96 ksi Jamb/P-hook I Follow Block(ASTM G90) 2' 36 1-114'
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Au I Southern Pine SG=0.55) 1- 1• 1315
Southern Pine(SG=0.55) 9'15 �0.045'(18Ga)
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO #12 Steel SMS(Gr.5) 606375 Nmn nun 3'8'
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE a (min.of 3 threads beyond At A36 Steel 3/8'
CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14, metal substrate) Gr.33 Steel Stud 318'
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114'Elco Ut.Corl. At Concrete(min.2.85 ksi) 1 4' 1 1.318-
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 ksi,Fu=177 ksi Jamb I P-hook Hollow Block(ASTM C90) 1' 6r 1-1/4'
NARROW JOINT SEALANT. All Concrete(min.285 ksi) 2-112' 4" 1-Na-
6)
315
6 REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 116 Elco utt aCor G
F7=155 I.
F„=177 ksi Jamb I P-hook Filled Block(ASTM C90) 2.112 4'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Jamb I P-hook Hollow Block ASTM C90 2-1i2 5 7-114'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head!Sll Concrete min.3.35 ksi 1' 4' 1314'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 114.410 SS Oco CreteFlu:& Jamb I Rhod Concrete(min.3.35 ksi) 1' S 1 13W
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 ks.F=189.7 ksi Jamb/P-hook Ho low Block(ASTM C90) 2-117 51 1-114•
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE, Ac Southem Pine(SG=0.55)
9)TEST REPORTS:FTL5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL5017,FTL5022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
FTL 6024,FTL 6025,FTL 6028,FTL 6031,FTL b033,FTL&036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI.
4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
TABLE B.SEE DETAILS ON SHEETS 4&5 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
Glass Description(Listed from Exterior to Interior)
Type ANCHOR NOTES
G3 7116-Laminated:(2)Utes of 3115 HS Glass with.09(r PVB kttedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY
G3A 9116•lamina ed(2)Utes of 114'HS Glass wbh.D90'PVB Imedayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
G4 7116•laminated(2)Ulm of3n5tSGlass vAth.09o'SGwelayer DISTANCE AND SUBSTRATE REQUIREMENTS.
G4A 9115 Laminated.(2)Lites of 1146 HS Giass w8h.090'SG Interlayer
G5 1'Laminated LG.:3115 T Exterior Cap+3B^"Space+7/15 Laminated;(2)Utes of 3115 HS Glass with.090"PV8 4nadayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
GSA 1^Laminated LG.:1W T Exterior Cap+V15 AV Space*7115 Laminated(2)Utes of 3'15 HS Glass with.090"PVB imedayer3 WOOD BUCKS DEPICTED AS 1X ARE LESS TRAP!1-1/2-THICK. PRODUCT RENEWED
G6 1'Lanmraled IS,3:16'T Exterior Cap+318'Air Space+7115 Laminale�(2)Utes d 3115 HS Glass with.090"SG Imadayer ) y cuo:plyiag wItb the F.dk
G6A 1'Larmnaled LG.:114'T Exterior Cap+5115 Au Space+7115 Laminated(2)Utes of 3115 HS Glass with.090'SG Intedayer PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Boidingc=a. 1 11�6
G7 7115 Laminated:(2)Liles 43115 ANN Glass with.090"SG Imedayer INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS Acceptxnre t+oma
G7A 9116-Laminated:(2)Liles 011/4-ANN Glass Wth.090'SG tntedeyer DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS Eipiratioo Date !R2M 7.?e,21�
GII 1'Lannneled IG.:3115 7 Exledw Cap+NO*Air Space+7115 Laminated;(2)Utes 43115 ANN Glass wim.090'SG Wedayer (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
GBA 1'Laminated LG:1/4'T Exterior Cap+5115 A4 Space+7115 Laminated(2)Utes of3/15 ANN Glass with.090'SG Imedayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
'ANN"=ANNEALED'HS'=HEAT STRENGTHENED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
'P=TEMPERED GENERAL NOTES.............I
^PVB^=.0so'TROSIFOLO PVB BY KURARAY AMERICA,INC. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
'SG'=.090^SENTRYGLASP BY KURARAY AMERICA,INC. EXAMPLE CONFIGS..........2-3 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
GLAZING DETAILS...........4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ANCHORAGE.....................6-14
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES 6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS
SEE TABLES 1,2&30N RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
SHEETS 6,7&8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15,16 MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY ",\\"O ALYN/y�,
PANEL I SILL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
CODES 1 STANDARDS USED: CROSS SECTIONS............18.19 THE SUBSTRATE,AND TRANSFER SHEAR LOAD f0 SUBSTRATE.IF Q�: •���%
02017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST............._........20 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED *:1 No.58705
x2014 FLORIDA BUILDING CODE(FBC),5TH EDITION EXTRUSIONS..... ---21•� BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED —_
DASTM Es BY THE AUTHORITY HAVING JURISDICTION •:�-
ogNSI/AF&PA BPA NN .DS-2015 FOR WOOD CONSTRUCTION _ _ G ;•
°ALUMINUM DESIGN MANUAL;AOM-2015 10707ECHNOLOGy OR/VE ��O S ATE J;-e'z
oAlS15100-12 NVENfCE,FL 31275 � A- ��
DAlsc36010 VENIC,FL34 GENERAL NOTES AND MAP SOS .- LORIOP.• G�`�
ease r Dart: eM,a„ (947)480.1600
CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT �'//S/ONAL E
JR 06/05'77 C UPDATED TO FEC 2017,REVISED TABLES 1,2,3 8 A ,,,,,.. sru n,..,r..a s.a: A,I'.4'141+IAILL��1.P.E.
.-4-- (i,or ee Oahe:
JR 10/10/14 SGD-77D NTS 1 p 22 PGT0130 C P.E#56705
CONFIGURATIONS NOTES: r
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 w Ac PXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 i 13 PER TABLES 1-3 13 CAN BE OXXXp.
-J\r--- -J\r---
1 i i 2)90`8 135°CORNER CONFIGURATIONS CAN BE A COMBINATION
, is I
OF ANY 2 STRAIGHT CONFIGURATIONS.
I j Jw Jc I�>
13 t4JL' 14 i o a o MAX.UNIT 13 t9 t4 t4 i o a o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
MAX.UNIT K Izay
HEIGHT t4 14 °< HEIGHT t9 / 1a t4 F a¢
PER TABLES 1� / i Y = PER TABLES 1-3OPERABLE PANEL,
v¢t o¢w O"=INOPERABLE PANEL,
O
POCKET I a h w POCKETP"e w 'P"=POCKET DETAIL LETTER
v
WOOD OR METAL INSTALLATION
1-PANEL L
2-PANEL 1�1 "c""=CONCRETE INSTALLATION
CONFIGURATIONS 1 13 CONFIGURATIONS 1 1 LSHEET NUMBER
MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7'
DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
NOM.PANEL WIDTH t t3 tw 13 NOM.PANEL WIDTH �`" 9 1 t3 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PER TABLES 1-3 PER TABLES 1-3 J
I I G Jw Jc
w Gc t 1 - Jc I ¢ I 1 13 i
11 73 19 1 14 14 j MAX.UNIT 1 13 19 14 1 oMAX.UNIT cI °a'm
HEIGHT 1 13 is 19 to to °a¢ HEIGHT t 13 1s 1s i ¢w
PER TABLES 1-3 / x ti� PER / I a
J rf i°a��"
TABLES 1-3
POCKETvWi` I i POCKET wr,
r
3-PANEL CONFIGURATIONS ,,4-PANEL CONFIGURATIONS c w F eRODUCTRENEWED
w c - , 3 mcamg,.hDtbeaas�D
1 1 1 13
Buidfng Code
Aocepuace No t i-1124.03
MAX_UNITWIDTH MAX.UNIT WIDTH E:ptmlloaDate
A A NOM.PANEL WIDTH 1 ; Bnj,
NOM.PANEL WIDTH 1 13 1 13 1 13 PER TABLES 1-3
PER TABLES 1-3 "
-J\r---� all
G Jw Jc I t 1
1 13 19 19 1 19 74 14 I 19 w
0
MAX.UNIT t t c is 19 19 t9 14 14 i z n o MH IGHTIT i/ 19 o SEE
OTE
THIS
HEIGHT 1 1 19 19 is 1s i w w w PER ,� is s SHEET.
PER TABLES 1-3 % i�� TABLES I-3 09
Z.
% POCKET I�'o` 1 EXTERIOR 1 \\��`ON�G NIJ�,.;/��{���
_ __J w
J\,r- =.
5-PANEL CONFIGURATIONS CORNER,TYP. w =* NO.58705 '
1 13 1 13 tw ,3 1 13
(OUTSIDE CORNER SHOWN, = U' _
INSIDE CORNER SIMILAR) It cc;
1070 TECHNOLOGY DRIVE �'�'" %O STATE •((/Q`
N VENICE.
FL 34275 EXAMPLE CONFIGURATIONS %��'' RpR,ca..•' ��';
(941)48o-16oeY CI�IAI
ouc Raw"ma
CERT.OFAUTH.429296 SERIES 770 ALUM.SGD-LM IMPACT •/,1
JR 04/05n7 C NO CHANGES THIS SHEET. -
a�,+.�cW ^+• A LYtSA A�IILL�n,P.E.
° a^ e) SGD-7/0 NTS 2 >22 PGTO130 C P.E.p 58705
JR 10/10/14
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
300-114"@ 120'HEIGHT LOCATIONS USING DETAIL'Jw','Jc',"Kw"OR"Kc'INSTALLATION.
NOM.PANEL WIDTH iw. Ac 1w 13 1w 13 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
1 -J`r--- CAN BE OXXXp.
ff
1 19 19 1 1 14 14 I I > 2)90°8 135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 19 1s is 1s is t4 14 o OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 19 19 1 19 19 I ¢2
I w w w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120" is
/! JJ
! J J,/ 'X"=OPERABLE PANEL,
POCKET •O"=INOPERABLE PANEL,
_J p"=POCKET
6-PANEL CONFIGURATIONS w c w F
DETAIL LETTER
MAX.UNIT WIDTH Qx w =WOOD OR METAL INSTALLATION
�J *c'=CONCRETE INSTALLATION
NOM.PANEL WIDTHAw c w SHEET NUMBER
1 13 1 13 1 13
PER TABLES 1-3
-J`r---
Jw J i DLO WIDTH=NOM.PANEL WIDTH-7"
1 1a is 1 1 1s 1 1914 14 DLO HEIGHT=DOOR UNIT HEIGHT-10.125
c 16 O w PANEL HEIGHT=DOOR UNIT HEIGHT-1.866'
MAX.UNIT 1 13 19 1 19 19 19 19 14 14 i 2 u 0
HEIGHT 1 13 19 19 19 19 19
PER TABLES 1-3 r i `a
/ OCA
POCKET I v
-J`r---'
7-PANEL CONFIGURATIONS
t2 13 1 13 12 13 RppUL-T RF--WM
r'o pbftwfNd#Fwik
HUId >:Cndt lit-112G•D3
MAX.UNIT WIDTH AecePMI—No
Eapintim pmcZ .
NOM.PANEL WIDTH
PER TABLES 1-3 t®13 1 t3 1w 1
iJ Jc I
It
19 1 fig
19 1 1 7 14 14 K ¢19 19 1 t 19 19 14 14 I�0:9MAX.UNIT HEIGHT 19 1 19 19 19 1 % It,¢
PER TABLES 1-3 J w w w
iJ /,• i�QW `1t1u1uI11j
// JLI—jj
I POCKET j w ,`\�'C?.•'�1GEt<'y�-'����
-J`r-
8-PANEL CONFIGURATIONS E F =x: 140.58705
1
Au �,'j
1070TECHNOLOGY DRIVE umY� �,(�•' F h
N.VENICE,FL 34275 EXAMPLE CONFIGURATIONS ,\�5,'••.4-0. .. ••-
(941)480-1500 .... �'i`s/ONAL E��
a°vse Y -° CERT.OF AUTH.029296 SERIES 770 ALUM.SGD-LM IMPACT ''1111111111`` ,
' JR 04/05/77 C NO CHANGES THIS SHEET, sa•,n.mr — — ALYNN MILLER RE
ona
wawn el< am: cn°aa ® SGD-770 NTS y 3 ,22 PGTO130 C P.E.#58705
rR lar
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7/16"NOM. 7116'NOM. 1"NOM.
3/16"HS GLASS--\ 3116'HS GLASS--\ 3116"HS GLASS
.090"PVB
.090'PVB .090"SG 3116"HS GLASS
3116"HS GLASS--\ 74 3/16"HS GLASS 74 318"AIR SPACE 74
3/16'T GLASS
82 82
83
314"NOM. EXTERIOR I U 314"NOM. r 3/4"NOM.
EXTERIOR GLASS (� GLASS 124-127 GLASS
BITE r BITE
BITE
r EXTERIOR
54 79 U
5.4 55
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16'NOM. 9/16"NOM. 1'NOM.
3116"HS GLASS
114'HS GLASS 114"HS GLASS .090'PVB
.090"PVB .090'SG 3116"HS GLA
114"HS GLASS 74 114'HS GLASS 74 5/16'AIR SPACE 74
1/4'T GLASS
82 82 rRODUCI RE14EWED
_ 83 .rnmVMoZ with the Ffmik
CWe
3/4"NOM. I I 3/4"NOM. 314"NOM. pc«pt�ena No
EXTERIOR EXTERIOR
GLASS I GLASS 124-127 GLASS E prod"Due
a BITE a I BITE BITE 6y Ilti. Lh _�
3 /, EXTERIOR -I aiaw Dade
.
a f
81 � e1 � � 79
`� 54 55
9116"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
I,n
GLAZING NOTES: No.58705
"ANN"=ANNEALED _
"HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. n t
"T"=TEMPEREDQ STATf r OF
��\
70707ECHNOLOGY DRIVE °ivp"°" E
'PVB'=.090-?ROSIFOE PVB BY KURARAY AMERICA,INC. N.VENICE,F7 34275 GLAZING DETAILS
SG"=.090'SENTRYGLA4'BY KURARAY AMERICA,INC. (941)480-1800 SS •••.•• NCJ`
'•
IRr 04/05'17 " L NO CHANGES THIS SHEET. CERT.OFAUTH 712929E SERIES 770 ALUM.SGD-LM IMPACT �. ��''A t
-)NA
ILI.H,,P.E.
— —"° - a sco-rro NTS 4 22 PGTO130 C P.E.A 58705
JH 70/10/14
GLAZING DETAILS(136, G6A, G7,G7A, G8&G8A
1'NOM. 7/16"NOM. 1'NOM.
3/16"HS GLASS- 3116'ANN GLASS--\ 3116"ANN GLASS
-
.090"SG — .090-SG
3116"HS GLASS- .090*SG 3116"ANN GLASS-
3/8'AIR SPACE— 74 3116*ANN GLASS 74 318"AIR SPACE 74
3/16"T GLASS 82 3/16"T GLASS
83 83
EXTERIOR 3/4'NOM.
124-127 3/4"NOM. GLASS 124-127 3/4'NOW
GLASS GLASS
BITE BITE
EXTERIOR BITE EXTERIOR
80
79 79
55 54 55
1"LAMINATED I.G.GLASS,TYPE G6 7116"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
3116*HS GLASS- 1'NOM. 9116'NOM. I'NOM.
—— 3116-ANN GLASS-
-090"SG— 114*ANN GLASS— .090"SG
3116"HS GLASS- .090"SG
74 3116"ANN GLASS
5/16"AIR SPACE— 74 1/4"ANN GLASS 5/16"AIR SPACE— 74
1/4'T GLASS 82 I1/4"T GLASS=
83roODUCr RENSVIW
83 \1 as W.Payin.1th the FUIW
B.IdWgCd-
314"NOM. AIW�ft 112
3/4'NOM. EXTERIOR i 41-
124-127 GLASS 3/4'NOM. ---:: �'r
GLASS 124-127 F�pl_tioapoe_
<:j BITE GLASS
EXTERIOR BITE BITE
81 EXTERIOR Miami no& Utow.
64 1�79 79
55
55
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A V LAMINATED I.G.GLASS,TYPE(38A
11%
GLAZING NOTES:
"ANN"=ANNEALED No.58705
"HS'=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
"T"=TEMPERED
:PVB"=.ID90-TROSIFOE PVB BY KURARAY AMERICA,INC. W70TISCHKOLOGYDRIVE "TlApllE
SG"=.090-SENTRYGLA9'BY KURARAY AMERICA,INC. N.VENICE,FL 34276 GLAZING DETAILS
CT
CERT OF AtJTH,#292A SERIES 770 ALUM.SGD-LM IMPACT ZC)NAL
["-JR'1-1;110114 T01,30 C LYNN R.P.E.
sGL).770 NT6 G P.E.*58705
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes: Sill Height to Max.(+)DP
(for all approved configurations on Sheets 2&3) +601-60 psf (Water infiltration Rating)
For comer astragal anchorage an 90`or 1350 comer units,see sheet 11 (May be Amited by Table 1A) Sill Riser Height
Door Unit Height (Flat or Box,see (+)Design
Table applies to Glass Types 3, Pressure,psf
80' 84' 90' 9S' Sheet 17)
371,5,5A,7,ga8 8 SA and 69-7.18"DLO 737/8"DLO 79-7/8'DLO 85.718'DLO Flush-1-1/2" see note 3
below.
Types shown
the StildAstalow. Anchor Group Anchor Group Anchor Group Anchor Group Low-2-1/2' 446.67
-3.114' +60.0
A B C D A B C D A B C D A B C D High-4'
17- HeadtSin C4+1 M41 ai+1 +t Cst+t C4+1 G1+1 Ca+t C4+1 Ca+t C4+1 C4+1 C4+1 cft+1 Ca+1 ,Ca+t SEE NOTES 1-3
24' DLO Jamb 8 8 8 a 8 8 8 8 8 8 a 8 8 8 8 8
Pfiook 6+7 6+7 6+7 6+7 7+8 1 7+6 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
HeacVSill C4+1 C4+7 C4+1 C4N C41+1 C4+1 CA+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CS441 C4*1 04+1
30' OLQ Jamb 8 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 _
P4=k 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 `
Head/Sill C4+1 C4+1 C4+1 (:4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Ci4+1 C01 C4+1
36' D Jamb 8 8 8 8 B 8 8 8 8 8 8 8 8 8 8 8 �•
a - - -P-hook 6+7 6+7 6+7 6+7 7+13 7+8 7+8 7+8 7+8 1 7+8 7+8 1 7+8 1 7+8 7+8 7+8 1 7+8
h1�dr5ill C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4*t*7+81
*7+
OH LENGTH �--
F 47 DLO Jamb 8 8 8 8 b 8 8 8 8 8 =
Z -hook 6+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+8 7+8
HeadSiB CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 s O) OH RATIO 1
DLO Jamb 8 8 8 8 8 8 8 8 8 8 = p
P-hook 6+7 6+7 6+7 8+7 7+8 7*8 7*8 7+8 7+8 7+8 O
FOR EXAMPLE ON USING TABLE,SEE SHEET 8.
NOTES: OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1f4"SILL.
OH HEIGHT
2)WHEN USING THE 2-112-SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7"
3)4',3-1/4"AND 2-1r2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2-SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" rRUDOC?!t£t1BtY8D
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. rRUDUyi.z EN fit.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 8uft plyak ,3
lasift
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, DOOR UNIT HEIGHT-1.866" a=p�imttion N°n-�2r
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
By ( lw__�r-
Mi..A Duk saCa tnt
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135`Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside C Inside
I Outside Corner
Corner
F� —Elyj1�tt'tutiVtfrI"'
Inside'_ `, .......: 9 ,/f
InsideCor�- n Corner Outside �5�,. Lice/,lsF'•�t'� f
Corner ';1.o
Part#60(Stile} Part#61(Stile) part#119(out.) Part 461(Stile) = No.58705 _
Part#60(x2) --p-rt-11
an#60 Part#60 part 467(Astragal) Part#60 Part#118(Corner part#120(In.) Parts#31  Part#61 _
Receiver) (Corn.&Fxd Mount}
S ATE 0 11r;
10707ECHNOLOG e27 �, ';``ORIOF,.•.
DP AND ANCHORAGE ;S CaN
nm aa, CERT.OFAUTNII29296 SERIES 770 ALUM.SGD-LM IMPACT
JR 0447Yt7 C REVISED TABLE 1. ,
Drawn 6y Pae_' AttaeeB.Oau: '�
�n s<.e a"+•'° �"' A.LYNN MILLER,P.E.
1R to iat4 ° soo nP NTS 6 122 PGT0130 C P.E.#545706
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601-60
For comer astragal anchorage on 90'or 1356 comer units,see sheet 11 (May be limited by Table 2A)
Door Unit Height
Table applies to Glass Types 4,4A, 80" 64" 90` 96' 102' 108' 114' 120'
6 6A,7,7A,8 &SA and the 69-718"DLO 73-718'DLO 79-718'DLO 857.+8'DLO 91-7/8"DLO 97-718'DLO 103-7/8'DLO 109-718"DLO
Stile'Astragal Types shown below. Anchor Group Anchor up Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
A E 1 C 1 D A B I C I D A 8 C D A B C D A B C D A 8 C D A B C D A 1 6 C D
Hie sill C4+1 C4+1 C441 C4+1 C4+1 +1 C4+1 C4+1 Cd+1 C4+1 G4+1 C4+1CA+1 Ca+1 Cc+1 C4+1 C4+1 C4+1 CA+t C4+1 +1 C4+1 C4+1 C4+1 C4+1 +t C4+1 C4+1 C4+1 C4+1 +1 C4+1
74' DL0 Jamb 8 B 8 B 8 B 8 8 8 8 6 8 8 8 8 8 t0 10 t0 10 10 10 10 10 10 10 70 10 10 10 10 10
P-hook 6+7 6*7 6+7 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7*8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+70 9+10 T.170 9+10 9+10 9+10
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+t C4+1 C4+1 C4+1 C4+t C4+t C4.1 C4+1 C4+1 C4+1 C4+1 C4+1 Ca+1 G+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 G4+1 G4*t Ca+1 C4+1
30' 0LO Jamb 6 6 8 8 6 8 8 8 8 8 fi 8 8 8 8 B 10 10 10 10 70 10 10 10 10 10 +1 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+0 7+8 7*B 7+8 7+9 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+111 9+10 9+10 9+70 9+10 9+70 9+10 9+10
Head/SM C4+1 C4+1 C4+1 C4+1 C4+1 C4+7 C4+7 C4+7 I C4+1 C4+t C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C9+1 C4+1 C4+7 Ca+1 C4+1 C4+1 C4+1 C4+1 C4+7 C4+1 Ca+1 C4+1 C4+1 C4+1
36' DLO Jamb B e 8 8 8 8 8 8 8 6 8 8 8 B 8 8 1D 10 10 10 70 70 10 10 70 1D 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 6+9 7B+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 5+70 9+1019+10,9-10 9.10 9+10
— Head/S81 j C4N C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1!C-_52
C5+1 C5+1 CW C4+1
a`m 4Y ALO Jamb B 8 8 8 8 8 8 8 8 8 8 8 6 8 a 8 10 10 10 10 10 10 10 10 1D 10 10 12 10 10 10
p-hook 6*7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+6 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+70 9+10 9+10 9+10
m HeadlSill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Ca+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 G+2 Ca+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5.2 C5+2 C5+2 C5+2 C5+2
z a8' DLO Jamb B 8 8 8 8 8 8 8 8 6 BB1B 8 8 70 70 t0 70 10 10 10 10 12 10 10 12 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+6 7+8 7+6 7+8 7+6 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+70
Head'S81 C4+2 C4+2 M6+7748
C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 CC+2 C4+2 :44
54' ALTO Jamb 8 8 8 8 6 10 8 e 8 10 8 8 8
P-hook 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7.8 Not available in these sizes
HeadJSill C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 Ca+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2
60 D O Jamb 8 B 8 8 fi 10 8 8 8 10 8 8 8
P-hook 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+B
FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH=
NOTES: NOM.PANEL WIDTH-7'
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: DLO HEIGHT=
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DIP DOOR UNIT HEIGHT-10.125"
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH
3 4-.3-114-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" = PANEL HEIGHT=
Sill Riser Heigh
SILL IS NOT AND MUST ONLY BE,USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design O DOOR UNIT HEIGHT-1.866"
(Flat or Box.see w
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psf = o OH RATIO z 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS = 0 79lODUCTAEtlE1YO
Flush-1-1/2" see note 3 O nmmpMaCwlHtle39�ii1P
NOT RATED FOR WATER INFILTRATION. Low-2-112" +46 67 1 Balding Cada
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 1 Aarptax. I S^I J�:�3
Medium-3114' +60.0 F pirahw Dale Zt
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH '(1
t.
INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT Gum/P de pvodd Coalyd
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 13S'Astragal Lockstile @
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-dirty Stile
Standard Astragal Outside C Inside
Outside Corne
Corner a• J y
I n.2�F� ;Illi llJr
Inside LY,bIU���
Insideide Cor Corner Or
utside �..' 1,tCENgF-•.E�
CorneP;•
Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) fr No.58705
Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner Partr#31  Part#61
Part#67(Astragal) Part#120(In.) — '✓+:' : _
Receiver} (Corn.&Fxd Mount) t( �n 13 �C •:44/�`
1070 TECHNOLOGY DRIVE °"`°k'°^ i�T S O (U
N.
VENICE.
FL 3427s DP AND ANCHORAGE(941)480.1600 a CERT.OFAU7H.F19296 `••F....oRIDI;,.••
.tea, orae: SERIES 770 ALUM.SGD-LM IMPACT 7, ONAL E.tw
JR 04.N577 C REVISED TABLE 2,REMOVED EXAMPLE +u "�• A./LYNIC ILaI P.E
SGO-771) NTS 7 7 m 22 �PGT0130 C RE.#58705
JR 10,10/14
ti '
TABLE 3: TABLE 3A
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2 8 3) Maximum DP shown below Sill Height to Max.(+)DP
For comer astragal anchorage on 90°ar 135'comer units,see sheet 11 (May be limited by Table 3A) (Water infiltration Rating)
Dow Unit Height Sill Riser Height Table applies to Glass Types 4,4A, 80" 84` Wlf�71fb�_ULU
96" 102' 108' (Pial is Box,see I+)Design
6,6A,7,7A, 8 B BA and the 69-7/8`DLO 73.718"DLO 85-7/8`DLO 91-718"DL 97-718- L� t or Bheet x, Pressure,psf
Stile/Astragal types shown below. Anchor Group Anchor Groupup Anchor Graup AnchorGroup Anchor Group
A B C D A B C D D A 8 C D A B C D A B C D Flush-1-112" See note 3
Design Pressure +1.90.0 ps +, ps _ ps Lara-2-112" +46.67
1T HeadlSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+S C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4-1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3114' +60.0
24` DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 High-4' +90.0
P-hook 6+7 6+7 6+7 6+7 7+8 1+8 7+8 7+8 7+8 1+8 1+8 7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 8+9 8+g 8+9 8+9 SEE NOTES 1-3
Design Pressure +1-90.Opsf -1-825 pst +/-75.0 pst
. 23" HeadlSll C4+1 C4+t C4+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4flw
C4+1 C4+1 C4+1 C4+1
r DLO Jamb 8 8 8 6 8 8 8 8 10 8 $ 8 10 B 8 8 10 10 1P-ook 5+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 8+9 Br4 8 8+9 1 8+9 1$*9 1 8+9-
6 Design Pressure +1-90.0psf +1-82.5 pst +/-75.0 psf
a 36" 2- Hea&Sill C4+2 I C4+1 I C4+1 C4+1 G4+1 C4+1 C4+1 C4+S 104-1104+11 C4+1C4+1 C5+1 C5+7 C4+7 CA+t C5+1 C5H C4+1 C4+1 C5+1 c5+2 C4+1 Cf1+1
DLO Jamb 10 8 8 8 10 8 B 8 10 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10
c P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7«8 7+8 7+8 7*8 7+8 8+3 8+9 8+9 $+9 6+9 1 8+9 1 8+4 1 8+9 8+9 8+9 8+9 8+9
T
Design Pressure +I-90.Opsf +1-82 5 psf +7.75.0 psf I
35` Head1S81 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C6+2 C5+2 C5+2 C5+2 C 0!2 C5+2 C5+2 C5+2 C5*2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 OH LENGTH 1�--
42` DLO Jamb 10 8 8 8 10 $ 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 1 10 1 10 10 =
Pfiook 7+8 7+$ 7+8 7+8 1 7+8 1+8 7+8 7+8 8+9 6+9 8+9 1 8+9 6+9 8+9 8+9 8+9 8+9 18+9 8+9 8+9 8+9 1 8+9 1 6+9 8+9 L
Design Pressure +I--900 psf See NofeA ow +1A2.5 psf +/-75.0 psf = O OH RATIO a 1
Headi'si8 CS+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+ + O
48` 4t 2 2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 = o
DLO Jamb 10 8 8 B 12 10 8 8 12 10 8 8 14 12 8 8 t4 12 70 10 14 10 10 W O
P41ook 7+8 7+$ 7+8 7+B B+g 8+9 8+g 8+9 8+g 8+g 8+9 8+9 9+t0 9+10 10 9+10 g+10 g+10 g+10 9+50 9+10 9+10 9+10 9+10
NOTE A:+/-90.0 PSF FOR GLASS TYPES ,4A,6,6A,7A, 8&BA; +/-87.1 FOR GLASS TYPE 7
NOTES: EXAMPLE ON SHEET 9 OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO=OH HEIGHT
2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DLO WIDTH=
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM,PANEL WIDTH-7'
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4-,3-1/4-AND 2-112'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2-SILL IS NOT AND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN DOOR UNIT HEIGHT-10.125" rRODUC7 RENEWED
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= "OOm
BUILDING CODE(SEE ADJACENT DIAGRAM),THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866' Acec�pi�aaaCNa
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expi Moir,
Dam 2
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 2i,
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Dy'Is(- J
S4 urrd Rsde
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.
hook Lockstile @ lamb Straight Astragal Lockstile @ 90'Astragal Lockstile 135'Astra al Lockstile @
Interlock p_ g @ g
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
Heavy-duty Astragal Outside Corner Inside
de Cor er,JI Outside Corner
Corner
°�� 11NUIuya7
e� Inside
inside Core n� Canner Outside <
Corner �.• .,rte
Part a61(Stile) Part#61(Stite) No,58705
Part 68((Sime Part#119(Out.) .�
Part#61(x2j Pan#61 Part#61 Part#61 Part#118(Corner Part=t),#31  Part#61 )k•_
Part#68(Astragal) Part#120{In.) _
Receiver) (Com.&Fxd Mount)
F AM E OFt�•:���
1070 TECHNOCOGYDRIVE >bK'ba++ .Si'
N.VENICE,
5 DP AND ANCHORAGE ',fis,' .<attl O t�,.••'����
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�R �11�4
REVISED rA0LE3.A00E0 EX4MPLE CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT �7IS t?h'AL 1 �
a;.e1,LYNN MILLER.RE
sGo-770 NTS 8 1 22 PGTO130 C RE A 58705
NO FRAME '9-10'P-HOOK ANCHORAGE CONSISTS OF: SEE`C5"CLUSTER
SEE ( I JAMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE .REQUIRED @ (PERPENDICULAR TO GLASS SEE'C5'CLUSTER DETAILS,
EXTERIOR DETAILS,SHEET 10 FOR FOR ASTRAGAL
NOTE, PLANE)SEE TABLE 2,SHEET 7 REQUIRES`C6" SHEET 10 FOR INTERLOCK
THIS ;` POCKETS AND INTERLOCK CLUSTER,SEE 24'MAX.O.C.
� 48"NOM.
SHEET SEE POCKET (10)P-HOOK __ x } \ PANEL WIDTH DETAILS,SHEET11
j JAMB MOUNTING `-- - -x x l L x x/ x ✓ „ xxxx xx xx 61 MAX.
`
INSTALLATION, ADAPTER 6'MAX. �01— x /x xx x /_ x x x
THIS SHEET ANCHORS MIDWAY o) 3 MAX. x x x x x
` BSNEETI4 13ETIEENP-HOOK (o�
4 PAIRS OF
• i 1 ANCHORS&O 3' 1 —FRAME x ANCHORS
FROM TOP& a T4'MAx.O.C. 03 ANCHORS 96' x (TOTALS
4.051" ( ` -8"MAX.TOOPENING BOTTOM IR UNIT 2to� ANCHORS)
! 0 40=P-HOOK HEIGHT PER JAMB
EDGE OF POCKET a _
INSTALLATION ow (0( 0{-1144-MMAAXD.C• x ANCHORS x x fi (DETAIL MB
DE7AILS'Jc'&'KC', >q ®' Z BELOW
END PANEL SHEET 14&PART a O' Z1 Q MOUNTING
}
24'MAX. ANCHORAGE DETAILS'J'&'K, fah jL�l®f lal 3'MAx. ADAPTER x x
{ (2 ANCHORS) SHEET FOR ;a Ittt000l���--- ANCHORS
O.C. P-HOOK L s_MAX x
} ANCHORAGE ANCHORS xx - x
END PANEL x' x, x x x x x xx x x ,x.{ x x x 6•MAX ANCHORAGE(SEE
ANCHORAGE
BELOW)
+2, +2. SKETCH BELOW)
I (SEE SKETCH MAX., `�+2. •+Q• •+y ANCHORAGE
1 G'ENTERUNE 6• }C•,TVP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
T OF PANEL 7 2.04'
24'MAX. EXAMPLE:5-PANEL,2 TRACK 90"OUTSIDE CORNER-pXXrXXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. I 1 48'x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6. SPLICE NOTE:
�) ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANEL ANCHOR EXCEPTION,C+1A 4CHORAGE ONLY ANCHORS MAY BE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT AS NEEDED TO ALIGN THE
QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: CLUSTER To BE ExrR1OR HEAD OR SILL IF A SPLICE
48' CENTERLINE OF 24'O.C.,OR LESS I CJ OCCURS AT THE P-HOOK.
NOM. ,•, INTERLOCK HEAD&SILL:8'MAX.FROM FRAME CORNERS. MAX.
PANEL SEE"C5`CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE ArRBDUCYRENBNEb
WIDTH DETAILS,SHEET 10 TABLES,SHEETS 6-8 AT EACH INTERLOCK AND _cE. 00Exovnxs DSGO"p •� � '
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY •s `
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR $•(74' Acccpt•naRst
T, "+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24•,OTHERWISE ANCHORS ARE NOT EOplPst`- "tO��
3.5• ADDITIONAL ANCHORS 24'Q.C.MAXIMUM. REQUIRED AT THE M@SPAN AS PER THE FIGURE ABOVE:
6'MAX. W�,7ad `
j L D4de
} / LCENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR
I OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE f 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
REQUIRES "+2"ANCHORAGE ANCHOR PAIR
CENTERLINE SEE'C5'CLUSTER CENTERUNE END PANEL
"C6"CLUSTER,SEE DETAILS,SHEET 10 OF ANCHORAGE
• DETAILS,SHEET 11 �OFINTERLOCK FOR ASTRAGALASTRAGAL (2 ANCHORS} 8=
I •�� 4.051" I 3.5" I MAX.
'— ttt111717f
• • _�• •YIVA, r ii
CENTERLINE
No.58705
EXTERIOR �j OF PANEL 3 +2"ANCHORAGE OF PANEL 4E +2"ANCHORAGE ^CE T E— S
Ci
Z
E SHEET 11 FOR OTHER INTERMEDIATE ANCHORS (' `
t07�1CHNOt0D57VE %ia�', SATE � J�ty
ts47I VENICE, L., ANCHORAGE SPACING&EXAMPLE PLANS ;4`�;`•.Fc oRID ••' ?`V�
JRY 04Xly77 R C CORRECTED EXAMPLE 7O UPDATED ANCHOR VALUES. CER7.OrAVTH.#2P79B SERIES 770 ALUM.SGD-LM IMPACT �'0IV A'L1}E;
aa..,6y omr abeeear o g s"•'M0�' °iwev-". r'•: A.LYNN MIiLtEi,P.E.
JR 10/70!74 SGD-770 NT$ 9 a 22 PGTO130 C P.E,g 68705
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAD
INTERLOCK-7�IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK IF NEEDED 2.04" 2.04"
CENTERLINE i CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I
1.75'
35" EXTERIOR -6*DIAG.
1.75"— 7"— 3.5'
4'DIAG. 0 -DI G� 2.0 MAX.
EXTERIOR O.C.
2.04" 3.5" D.C. EXTERIOR
EXTERIOR
2.04' 2.04" 21"
EXTERIOR 3.5.'i7' EXTERIOR 7- 1 , 1 5.64- MAX
'3
7'
6"MAX.2-TRACK FRAME HEADISILL 2 CK FRAME HEADISILL 15 2-TRACK FRAME HEADISILL
CTa ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK j 5X41"
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 2-TRACK
ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"C5-) ANCHORS ARE REQUIRED,'C6-) FRAME JAMB 6'MAX.
ANCHOR PAIR
f 4-TRACK
ASTRAGAL ORSPLICELOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR I SPLICE LOCATION 6"DIAG. FRAME JAMB
L_
INTERLOCK—]-IF NEEDED INTERLOCK--j CONDITION,USE INTERLOCK--f IF NEEDED EXTERIOR ANCHOR PAIR
CENTERLINE t CENTERLINE DETAIL) CENTERLINE 2,04'�-
3 3.5"
7-
a4-1! 1 1 ANCHORS MAY BE INSTALLED
1 21' EITHER IN THE EXT.OR INT.
0 T--I
2.04' DIAG MAX. TRACK(INT.SHOWN)
4.08 4.081 O.C.
2.04" NOTES:
5.64' 1.ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
EXTERIOREXTERIOR 4"DIAG. i I.
- ALLOWED.
7- R 3.5" L
3-TRACK FRAME HEAD/SILL ID 3-TRACK FRAME HEAD/SILL 1- 15" 6'MAX 2.FOR HEAD OR SILL SPLICE
3-TRACK FRAMI
(a)ASTRAGAL OR INTERLOCK Cm ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,-G4-) ANCHORS ARE REQUIRED,'CS-) ANCHORS ARE REQUIRED,-C6') ANCHOR PAIR rlODU(-r RENEWED
"W.ptyig with the FICAk
ASTRAGAL OR SPLICE LOCATION FOR SPLICED B.IdIsIX Cd.
ASTRAGAL OR (FOR SPLICE ASTRAGAL OR (FOR SPLICE CONDITIONS ONLY:
INTERLOCK IF NEEDED INTERLOCK INTERLOCK► CONDITION,DO NOT Expi-flan Dvty�13:11 -2 1-
CONDITION,USE USE THIS DETAIL) SPLICE LOCATION
CENTERLINE I CENTERLINE . CENTERLINEk-.L.
C6-CLUSTER DETAIL) IF NEEDED clod.
1 75* 3.5" r-- 51
3.5" ILI— 3.5* .51
2.04"
4"DIAG. 2.04*
4"DIAG. 2.04'
2.04' 5., i
3.7*DIAG. 4'DIAG.
t 4.08
4"DIAG.A IS.. t !.04"
EXTERIOR EXTERIOR t 3.5"
47-W EXTERIOR=7' 3.5' LY,%,
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 1!5 4-TRACK FRAME HEADISILL
@ ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK 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&WITHOUT SPLICE CONDITION
1070 TECHNOLOGY DRIVE s TEOF
N
VENICE,FL 34275 ANCHORAGE,EXAMPLE CLUSTERS
17 c NO CHANGES THIS SHEET CERT OFAUTH.#292% SERIES 770 ALUM.SGD-LM IMPACT /'/'0NAL S
JR rarar
4 1 10 -22 1'!P�G�T0130C
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 I SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1
EXTERIOR 2-1/16- Z:�2-1/16- NOTES:
1/4* 1/4* 1/4' 1.ALL DIMENSIONS
<:1 �Rlm MAX, MAX.SHIM EXTERIOR 71- MAX. I MXSHOWN ARE BASED
SHIM EXTERIOR Ji SHIM ON MIN.ALLOWED.
EMBEDMENT; 2.METAL OR WOOD
SEE TABLE A, SUBSTRATES MAY BE
SHEET USED FOR ALL FRAME
TYP.
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP METAL SMS ANCHOR TYP., TYPES PER TABLE A,
ANCHOR
SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET I &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
O.C.IS
6ETI 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD da MIN 4-(HEAD 4-TRACK FRAME HEAD *DIAGONAL &SIL
Q�f)WOOD INSTALLATION %WOOD INSTALLATION k2�)METAL INSTALLATION OR 6'(JAMB)SL)
EE
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 I SEE &TABLE A,SHEET I N��+i 3,SHEET I SEE &TABLE A,SHEET I NOTE 4,SHEET I
SEE ANCHOR IT" �"T ANCHOR ANCHOR Mr MIN.OF 3 THREADS BEYOND
E ANCHOR
3-1 0AITA LE SHEET I ZE 4,"SHEE
NOTE 5 SHEET T1 NOTE 6, NOTE 5, THE METAL SUBSTRATE
1(1;�'MAX.)-] SHEETil- SHEET1
T - - 1 (114-MAX.) (114-MAX.)
EXTERIOR T EXTERIOR EXTERIOR
LE
EMBEDMENT:SEE
<�3 2-1/16- TABLE A,SHEET 1
2-1/16- EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET I
SEE TABLE A,SHEET I SEE TABLE A,SHEET I
EMBEDMENT.SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
da
WOODDINS K FTARAME SILL ah 3-TRACK FRAME SILL A!-Fh 4-TRACK FRAME SILL
LLATION WOOD INSTALLATION \U, METAL INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 rtiODUCT RENEWED
es plying; ith Ite Fj*dk
EMBEDMENT:SEE
enemy
.Iding;Cd, vI Itu-a-1,
TABLE A,SHEET 1
EDGE DISTANCE: E-Onw-D-'
SEE TABLE A,
EMBEDMENT:SEE METAL TYP_ SHEET
TABLE A,SHEET ISEEANCHOR-
EDGE DISTANCE:
2X WOOD EDGE DISTANCE: SEE TABLE A, NOTE 4,SHEET 1
TYP.,SEE ANCHOR SEE TABLE A, 2X WOOD SHEET
SHEET TYP.,SEE ANCHOR
NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1116*
..t
SMS ANCHOR TYP.,
2-1/16
SEE ANCHOR NOTES
WOOD ANCHOR TYP.,, 2-1116 &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP
&TABLE A,SHEET Ifit SEE ANCHOR NOTES L MIN.OF 3 \11 11 lit,
THREADS
&TABLE A,SHEET 1 \�-13kAN LYIYA/
EXTERIOR Ii BEYOND THE
EXTERIOR
EXTERIOR METAL o '5�'
15 1/4"MAX-SHIM ---] I
15 114'MAX.SHIM I.— lu SUBSTRATE 4
No.58705
1/4'MAX.SHIM
Iffh 2-TRACK FRAME JAMB
Gw WOOD INSTALLATION
3-TRACK FRAME JAMB IgEh 4-TRACK FRAME JAMB
%WOOD INSTALLATION Kjj�)METAL INSTALLATION
f07TIFCHN0L0GYDRrVE ILATE
,. 11
VENCE FL 3475 ANCHO
RA E DETAILS
...........
&&5117 1-7 1 NO CHANGES THIS SHEET ""()NAL 0
CERT OFAUM#29296 SERIES 770 ALUM.SGD-LM IMPACT
By. MW --- - — I T , NN' I Ila,
JR 10110114 C Al" MILER.
SGD-770 I NTS 1 12 -,22 GTO130 P.E.0 68706
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
PER TABLE TABLEA,SHEET 1 CONCRETE SEE TABLE R,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
A,SHEET 1 2-1/16" PER TABLE 2 PER TABLE ON MIN.ALLOWED.
A,SHEET 1 1116"' 2-1116"
'.: ,--•--: _ A,SHEET 1 _.____ 114" •DIAGONAL O.C.IS
EXTERIOR 1 - •
`= _ ! _ _C'•• ' MAX- MIN 4"(HEAD&SILL)
a I j _ _ __ SHIM ORB
(JAMB)SEE
EMBEDMENT: ! 1/4' EXTERIOR - L 1/4' EXTERIOR - DETAILS,SHEETS
SEE TABLEA, L MAX. ( MAX. 10&11.
SHEET 1 SHIM j SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED'X 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
E 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
W CONCRETE INSTALLATION 8c 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 4ZB"LEuA,',SHEET
OTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 A. 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(114'MAX.) SHEET 1 SHEE71�
-.._ -. `'� (1/4'MAX.) � (1/4"MAX.)EXTERIOR EXTERIOR 7tEXTERIOR I2-1/16" 2-1116 _ �2-1/16"' CONCRETE
EDGE DISTANCE: CONCRETE CONCRETE PER TABLE
EDGE DISTANCE: 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 da 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 _..�7 1'RODUCf RENLWW
it ' ._pbinR wAb the Pb.i&
EMBEDMENT:SEE 1I Ampt"Q No(9
TABLE A.SHEET 1 —`1 _-� EDGE DISTANCE: E%pkv6-Dst yr
EDGE DISTANCE: PROPERLY SECURED SEE TABLEA,
EMBEDMENT:SEE CONC./CMU ANCHOR i SEE TABLE A, SHEET 1
TABLE A.SHEET —'1 � ( - 1X WOOD BUCK TYP., Il6izmi-��
TYP.,SEE ANCHOR ! SHEET 1 SEE ANCHOR NOTE 3,
PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1 rl ?
iX WOOD BUCK TYP., ; SEE TABLE A, SHEET 1 �I •{2-1/16""'
SEE ANCHOR NOTE 3, I� •• SHEET 1 N • j
SHEET 1 �,`•_• I CONCJCMU ANCHOR {2`1/16"' .
yl f TYP_SEE ANCHOR
CONCJCMU ANCHOR !
i 2-1/16"" PROPERLY SECURED � ,
`1j i �" NOTES&TABLE A,
1X WOOD BUCK TYP.,
TYP„SEE ANCHOR �I "_tSHEET 1 I' CONCRETE
SEE ANCHOR NOTE 3,
NOTES&TABLE A, - {�OR CMU 1 1 I t r 17 f!
EXTERIOR SHEET 1 ��1 CONCRETE SHEET 1 �' CONCRETE OR CMU ( N�, Y,y
pR CMU PER TABLE EXTERIOR PER TABLE �` 0 N
��nn I EXTERIOR A,SHEET 1 �� • .
'71/4"MAX.SHIM I I__ PER TABLE nnA,SHEET 1 �1�,' LIGExg�'•��
R,SHEET 1 V 114'MAX.SHIM
114"MAX.SHIM 1- _y NO.58705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
" -
Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION I( •;
1070 TECHNMOGYORRx. �q�•. SATE (�
NVENICE,F13e775 ANCHORAGE DETAILS ' (�`'•.°<oR+PI*.••'
nwn r: onz: ae,;wvc:
JR oa o5n� c xo cHANces ntrs sHEEr CERT.OF AUTH.829296 SERIES 770 ALUM.SGD-LM IMPACT
crmnxer oua: ¢ s.a..a av a�.o m... -- rw A LYNN,�i�[lER,P.E.
JR 10/10/14 scaT7o NTS 13 d 22 PGTO130 C P.E.K58705
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 SHEET ARE FOR THIS
WATER R
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER ILLUSTRATIVE
WOOD ANCHOR TYP., INFILTRATION CONC.ICMU
PURPOSES ONLY.SEE
�` ,•�% :, AN TYP.,SEE
— SEE ANCHOR NOTES TABLE A,SHEET 1 FOR
EMBEDMENT: — 8 TABLE A,SHEET 1 2s ANCHOR NOTES& ALL APPROVED
SEE TABLE A, – _ (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES.
SHEET 1 J – 28 ILLUSTRATION,SHEET 9) 0. 1-1/4'MIN.EDGE DISTANCE
t
DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,--- _ " " rL SHEETS 6-8 FOR
� TABLE A,SHEET 1 EMBEDMENT: v
SEE TABLE A, P-HOOK MOUNTING REQUIRED HOOK
26 SHEET 1 ADAPTER CONC.lCMU AND P-HOOK
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., f I ANCHOR TYP.,SEE ANCHOR QUANTITIES.
SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9 MIN. A,SHEET 1
) EDGE EDGE DISTANCE ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER
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 IA,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 MOUNTINGEMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE CMU PER TABLE A, ANCHOR NOTES&TABLE
SHEET 1
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
SUBSTRATE 2a &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP. ruoovcr REnewEo
(ALSO SEE TYP.
��ILLUSTRATION,SHEET 9)
SEETABLE A, m compitioQ with the Mori&
ILLUSTRATION, S BEET I 2a P.aidiag Cade
EMBEDMENT- SHEET 9) Acuptaaallo I t2�'O3
SEE TABLE A. EDGE DISTANCE:SEE " – E%Fi. a Date ��
SHEET 1 TABLE A,SHEET 1 1-114'MIN.EDGE DISTANCE Ily lS ����
Nimid Dade Vroda4 CoabW
30 t 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES n ANCHOR TYP.,SEE
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE
(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 \�ttt 171j
Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, `��� ��\LYN/(i&'�,�
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT
ONLY
Q•:
FOR WATER RATINGS) ONLY FOR WATER RATINGS) No,58105
1070 TECHNOLOGY DRIVE •
N.VENICE,FL 34275 ANCHORAGE DETAILS O�•._ nTE o t�
1911)460-ts6o
CERT.OFAUTH.029296 SERIES 770 ALUM.SGD-LM IMPACT
JR 04M'17 C NO CHANGES THIS SHEET. s...aau sar +.� -T ^' A.�L'yt11 I •p.�.
osun 6Y! cneaaebl' Oeu:
JR 10/10/14 sco-no NTS hJ4 =22 �EPGT0J30 pC P. 5 0
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
HEADER DETAIL W. MAX. NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3
DETAILS'AW`&'Ac', WIDTH
�11NTERIOR
SHEETS 12&13
NOTES: EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL v
PANEL CONFIGURATIONS AS 90`
APPLICABLE.SEE DPlANCHOR PANEL PANEL PANEL PANEL CORNER DETAIL'N2',
TABLES,SHEETS 6-8 FOR MAX. TYPE TYPE ASE TYPE SHEET 19&CORNER
PANEL HEIGHT AND WIDTH.SEE ANCHORAGE SHEET 11
SHEETS 18&19 FOR SECTION A NOM. K MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX. PANEL % MAX- HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL DLO PER 'M',SHEET 19
2)(1)LOCK(ITEMS 75 8 107-110)AT HEIGHT WIDTH TYP.E PER HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-3 1-3
KEEPER(ITEM 103)AT FRAME JAMB
OR ASTRAGAL. JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLEX X 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X 'GW&'Ge,SHEETS 12&13
COMBINATIONS PER DPIANCHOR
TABLES. DLO WIDTH=NOM.PANEL WIDTH-7"
90" DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
SILL DETAIL'D',SHEET 18;�
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/)(X
PANEL HEIGHT DOOR UNIT HEIGHT-1.866'
=
'Dw'&'Dc',SHEETS 12&13
SILICONE STRUCTURAL rHOT-MELT BUTYL
•
SILICONE STRUCTURAL SILICONE 3116'NOM.
BY OTHERS POLYISOBUTYLENE— 114"NOM. FOAM
WITH DESICCANT WITH
•\ DESICCANT
EXT.GLASS 1 EXT.GLASS/
#8x 1' •
#10 X 1-112" PH SMS 7 �/� mR piyPRENEWED
PH SMS B cowplytny with the Fbrlir
-INT.GLASS INT.GLASS A..P g�•� 1?-/!26.03
poxp,uce No
Eapirs8o•Dste 2 r
,z4 KODISPACE 4SG TPS ,18 SUPER SPACER@NXT"`
ati.mt e+o�a cer�aaSc..a�
ALUMINUM
/--REINFORCEMENT POLYISO- DESICCANT FILL AREA
BUTYLENE • 5116'NOM.
PANEL CORNER FRAME CORNER 5116'NOM..7 SEAL
DETAIL DETAIL DESBUTYLICCANT ROLL-FORMED SILICONE SEAL
FOAM _ STAINLESS STEEL
• j ,
EXT.GLASS—
Part
LASS—/
Part# Description Material / �/ EXT.GLASS
124 Kommeding 4SG TPS Spacer System / / .�`ANY LYAIN/N��.,�
125 Quanex Super Spacer nXi with Hot Melt Butyl See this // • .-' ,CEN, '•.�(
Sheet for INT.GLASS INT.GLASS
126 Quanex Duraseal Spacer Materials ,,, No.58705
127 Cardinal XL Edge Spacer ,2e'DURASEAL@ SPACER ?r XL EDGE SPACER _ nn 5
REFERENCE TEST REPORTS:FTL-8717,8968&8970 -O l li r IZ
l �1 7
1070 TECHNOLOGYDRIVE °io�"' -�O TAE ��
N.VENICE,FL 34175 ANCHORAGE DETAILS/EXAMPLE ELEVATION
r941148n•16o9 '.FS,S•.....`... �C����
CERT.OFAUTH.#19196 SERIES 770 ALUM.SGD-LM IMPACTE,�''
JR Oa9Y17 C NO CHANGES THIS SHEET. s.„,wex r; sM.i u.-+a"e. rw: r
wec A.L�rIrd058705t�.E
JR 110114 sco-779 NTS 15 d 22 PGT0130 C P.E.p 58705
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 -y—INSTALLATION DETAILS'Gv/&'Ge,SHEETS 12 8 13
HEADER DETAIL'A:,SHEET 18; MAX.
IXED JAMB DETAIL'G2'. ASTRAGAL HEADER DETAIL'N,SHEET DLO
SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDTH JAMB DETAIL'G3',SHEET
SHEETS 12&13 18;INSTALLATION DETAILS
DETAILS'Gw'&'Gc, L2,SHEET 19 'Aw 8'Ac,SHEETS 72 8 13 TYP.
SHEETS 12&13 (_ 90` _�'Gw'&'Gc,SHEETS 12&13
1 m
PANEL PANEL PANEL PANEL I PANEL
TYPE TYPE TYPE TYPE P
ANEL
PANEL TYPE to Io
'R' L' 'D' A' 'A' TYPE x INTERLOCK DETAIL
MAX. 'OS' K MAX. 'M';SHEET 19
NOM. UNIT A UNIT HEIGHT 90`OUTSIDE CORNER
PANEL HEIGHT DETAIL'N7',SHEET 19 8
SILL DETAIL
PANEL
WIDTH TYR / PER 'D',SHEET SEE PANEL PER CORNERANCHORAGE
MAX• PER SEE TABLES 18; NOTE 2, TABLES SHEET 11
DLO NOTE 2, 1-3 DLO PER SHEET 15
HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT INTERIOR
DETAILS TABLES 1-3
DW&'De, 1�3 EXTERIOR NOM.PANEL
10 X X X SHEETS 12 I X WIDTH TYP.
I J�8 13 X X PER TABLES
MAX.UNIT WIDTH —I 1 3
SEE FRAME& MAX.UNIT WIDTH
PANEL CORNER SILL DETAIL'D',SHEET 18. MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW&'De,SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS TV& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IvJ&
1 L2,SHEET 19� 1 INTERLOCK DETAIL'M',SHEET 19 Ic,SHEETS 12 8 13� HEADER DETAIL'C',SHEET
HEADER DETAIL 18;INSTALLATION DETAILS
_JAMB'— DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B'.SHEET 18; (1 1 Cw'8'Cc,SHEETS 12 8 13
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jvv', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION
'HW&'Hc,SHEETS 12&13 'Jc','KW&'Kc',SHEET 14 DETAILS'Bv/&'Be, DETAILS'IW&'Ie,SHEETS 12 8 13 > WDUCT RENEWED
SHEETS 12&13 m—plyin�eitE the Fi t&
MAX.UNIT WIDTH �— MAX.UNIT WIDTH BnidiugCale ��_1126 D3
Acccplan¢Ne
Etpl.dG Ds 2 Z
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE i TYPE TYPE TYPE TYPE wing DZ& caww-
R' L' M' F'
I MAX.
MAX.UNIT NOM. w o i NOM. UNIT
HEIGHT PANEL z o j �� I PANEL HEIGHT
PER WIDTH TYP C m i r / WIDTH TYP % PER
TABLES MAX.' SEE PER / Q SEE MAX. PER TABLES
1-3 DLO NOTE 2, TABLES 1-3 o a i OTE 2 DLO TABLES 1-3 1-3
SHEET 1
HEIGHT SHEET 15 i HEIGHT
I unl,
G� b aNY LYNN
X x x 0
ICENI-
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18, EXAMPLE:XXXO SILL DETAIL'P,SHEET 18; _ Na.58705 _
INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS /; -
(3-TRACK,RIGHT POCKET) ( - (� -
Fw'8'Fc,SHEETS 12 8 13 - 7
'Ew'&'Ec',SHEETS 12&13 l� �
411
1070 TECHNOLOGYORIVE
N.VENICE,FL 34275 EXAMPLE ELEVATIONS ''oto'• FtoRm� •`�_�`
(501)4604600
6•"'4aY �•^ a CERT.OFAUTH,129296 SERIES 770 ALUM.SGD-LM IMPACT �/O1VA1_E�
JR O44)Yi7 C NO CHANGES THIS SHEET. a.;w,mv. sw� s..� o+.•s 1� "^" A',UIJNfmLIEIA,P.E.
SGD-77o NTS 16 122 PGTO130 C I.E.58705
JR 10!10)14
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 JUT CORNER
INTERLOCK INTERLOCK STILE WIHANDLE 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVE ER 135 RECEIVER
TYPES OUT IN BOX OUT BOXIN VBOX OUT BOX IN R 35 RECEIV
HANDLE W1 HANDLE WI HANDLE WIRANOLE W/HANDLE WHANDLE 90RECErVER WI HANDLE W/HANDLE
#118 #31 #31
#12
SINGLE EIrJ�
#61
INTERLOCK
OUT F PP K L TR TQ TC TA TV TW
soxom
SINGLE f
B
INTERLOCK E
IN P A C, C IC SQ SC SA sv slw
FIXED
STILE RR R s s FD FV FW
L"TILE
WI HAND D M
W ASTRAGAL
BOX OUT 5�r LR PANEL NOTES:
WIHANDLE A 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
WBOx IN N SIZES&DESIGN PRESSURE.
LEFF 'OLNLERIOR RIGHT
_j WHANDLE '4�� mox W) 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
ASTRAGAL =-n—Zr 1� PANEL PANEL' ARE NOT REQUIRED FOR ANY CONFIGURATIONS
BOX OUT cj— T U 'STILE STILE AND ARE NOT AVAILABLE.
(ooxom) (BoxoLm 3.90*ASTRAGALS TO USE HEAVY-DUTY STILES
LL ASTRAGAL / PANEL'E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER
w BOX IN @Dr T U APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
ASTRAGALS.
INT CORNER 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCKSTILE
W/HANDLE#12 RT Cl (#61)AND CORNER ADDON(931).
LLJ — -11-- .232-
Z EXT CORNER SILL RISERS OPTIONS 232'
INT
90
WI HANDLE cl
< WI QT QS
a- 1* — 232" -232' EXTERIOR EXTERIOR G62* rRODUCT RENEWED
R EXTERI�� .0er <:1 th,Fiej&
WI HANDLE 4.OW
ZT /Ll 5 062, 3 30S'
HANDLE CT cs
Am=
IN CORNER 7' Expiration
.0 T
RECEIVER* AT L.
BILE �C)62. TE
AS DF A— Te, y4il�
EXTCORNER K:.,SILL RISER,FIT•
SILL RISE , LL SER,FLAT :\SILL RIS
90 RECEIVER CF \!:JFLUSH,1-1/2' (BLOW,2-1/RF 22 MEDIUM,
I
2' MEDIURIU4
M,3-1/4"
HIGH,4'ER,FLAT
EXT CORNER #31,/j -71 I-_ 175W
135 RECEIVER 750"
W/HANDLE #a VT vs VF -75T EXTERIOR
INT CORNER EXTERIOR EXTERIORI EXTERICR D627 067
WT F-4 m
135 RECEIVER sw 4 - 4.055'
WIHANDLE WS WF 067 3 3W
.555"
ml ilr 467
(IgSILL RISER.IS30 SILL RISER,Box SILL RISER.BOX a SILL RISER.BOX Z No.58705
90FLUSH,1-1/2' LOW,2-112- MEDIUM,3-1/4 HIGH,4-
'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8
1070 TECHNOLOGY DRIVE w,vpAa. 7; • ATE
N.VENICE.Ftls 34275
PANEL TYPES
. ...........
. JR041VM7 C NO CHANGES THIS SHEEr. CERT.OFAU TH.029296 SERIES 770 ALUM.SGD-LM IMPACT 111111,1101"
GT0130 LYNN MILLER.P.E.
REX 68705
ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105
LOCK PART r'..
t06 FULL LENGTH 14 17
758 t07-t 10
14 OF JAMB E 16
[ 5 G3 600R 61 6
60 OR 67 ! _ E i, 1760 OR 61 2-TRACK JAMB
Gt SEE DETAIL G1
I' (SHOWN 5
2-TRACK JAMB WITH FOR FIXED
CLIP#105
--�� tGs 6'L W/RETAINER#106 OPERABE 80 PANEL CLIP 759 107 111
113 MID PAN (SHOWN WITH PANEL) SEE DETAIL G2
5 FIXED PANEL TO fl J TERIOR 103 113 L75 OCK 7PAR; 103 FOR FIXED 5 so OR s1
r— THE INTERIOR) V� PANEL CLIP 103
EXTERIOR
14 15 5
112 16 17
#10 X 374' 123 FULL LENGTH G2 40 G4 60 OR 61
OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR EXTERIOR
SMS,X 3 51 52 V
CLIP#80 OR#105 W/SCREEN
6"LONG Wl RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
@ (SHOWN WITH H7 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH I2 (SHOWN WITH
MIDSPAN Bo r FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
600R 61 THE EXTERIOR) THE EXTERIOR) THE INTERIOR)
�L EXTERIOR �L EXTERIOR
2 �v/
112 3 4
45 5 113 5 113 5
52 51 69 EXTERIOR 69 EXTERIOR 69
EXTERIOR 53 a a
Rm-
.ROI)UCT R f WE£1'tr1Ci
SHOWN WITH 4-TRACK MAX.UNIT "S C-&
2-TRACK W/SCREEN 3-TRACK 9ut3in¢Code '
OPT.SCREEN FRAME HEAD FRAME HEAD C FRAME HEAD HEIGHT PER A—ptm Nu r1 x'03
TRACK TABLES 1-3 Eapit itMD Dace f
53 69 69 69
..- EXTERIOR ._. ..
EXTERIOR
52 51 72 OR 73 72 OR 13 72 OR 73
46 11 9
113 11 11 10
48 47 0 8
113 113
EXTERIOR 112 5 i
a5
2 TRACK W/SCREEN 3-TRACK 4-TRACK
FRAME SILL FRAME SILL FRAME SILL Z'
No.58705
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1-3,SHEETS 6.8 FOR DP(PSF)ASSOCIATED WITH STILE.
1070 TECHNOLOGY ORIV£ F� '.(44,
N.VENICE FL 34275 VERTICAL SECTION DETAILS %�`�.•. FtoRlor,•.••`���
f94
aewnr CERT.OFAUTH.1*9296 SER/ES 770 ALUM.SGD-LM IMPACT 480-16W �''SS/OiJA< F'of
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"e °ate u` t0"7 °e s SGD-770 NTS 18 K 22 PGTO130 C P.E.#58705
° JR 10/10/14
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) fi 4 INTERIOR728 28 113
30
63 63
27 26 27 103 62 117 63 60 OR 61
60 OR 61 60 OR 61
65
14
29
� 120
5
65 65 -
r-� 90` EXTERIOR
�L EXTERIOR 111 62 1 y EXTERIOR 711 62 INTERIOR
Imo// v EXTERIOR EXTERIOR I-L
INTERIOR
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS a �J
®j 90`
(EXT.OR INT.MOUNT) EXT.MOUNT ONLY
60 OR 61
LOCK PART LOCK PART LOCK PART
75 8 107-11 75 8 107-11 61 75 8 707-11 5 ®INTERLOCK
M
14
I, Ii
113
60 fi0 61 61 118 5
EXTERIOR 113 113 3 103 115 1-1 EXTERIOR tt 7. STILE)ITEM SH10WN.EM 1160
EXTERIOR \J
67 68 (STANDARD STILE)ALSO
APPLICABLE,SEE TABLES
L1 WITH STANDARD STILEARD ASTRAGAL S6#60 �WIT HEAVY-DUTY SG ESAL 68 16F�,90'OUTSIDE#61 N1 2 TRACK SHOWN CORNER N2 2--TRACK SHOWN'INSIDE 1-3,SHEETS 6-6 FOR
(PSF)ASSOCIATED WITH
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES.
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN)
4 INTERIOR PRODUCT RENEWFD
m c pllin with the}l d&
31 LOCK PART Dnldi.9 Cod'
759107-11 NO /
4 INTERIOR Espiis5on Drtt� ?A 71
5 5 4INTERIOR �-
135° tAb.j Dade 7adoc7 CO+trol
11
7 135°
14 5 61 32
103 r
61
EXTERIOR 61 �1i\1111111!!!
32 11 5
LOCKP R 31 103 61 EXTERIOR 1a 7 135°INSIDE CORNER �'�-.•'•�tCEWSF'•��(�
75 8 107-11
02 2-TRACK SHOWN
135°OUTSIDE CORNER _*: No.58705
a Yc
01 2-TRACK SHOWN - -
�� '�tl �� .'W;
SASE 0r
1070 TECHNOLOGY DRIVE
o.sas. G(1`
N.VENICE.FL 04275 HORIZONTAL SECTION DETAILS,CORNERS
(941)480-1600 '/°L ORIoh.••-G;`(941)480-1600S N
tea. CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT �!'!�N/aII%
JR 04/0517 C NO CHANCES THIS SHEET y..neer — -r, uw.e'a - A.LYNN MILLER.P.E.
"°° �^� ® SGD-771 NTS 519 d 22 PGT0130 C RE.'
i 987#9
JR 70/10114
PGT PGT NOTES:
Item DW 2.# PGT# Description Item 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 11133-39,56-59,66,78,84-99,
3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 63 1225 6TP246 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK; NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
6 17317 617317 FRAME HEAaJAMS ADD-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3/16'MASONRY
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @24'MAX.O.C.
9 17307 617307 3-TRACK SILL 69 17324 617324 TOP 8 BOTTOM RAIL
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(N ECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/r X 1'X 314'HIGH FII SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 i 78153X TANDEM ST..STL ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) T3 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-M.DOW-995 OR GE-7700
15 1 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 71,FMX GEMIO MORTICE 3-PLY DUAL LOCK W/LONG TRAM PLATE
16 17308 617308 3-TRACK JAMB 7E 71032XIFPFX #1032 X 1'FL SS SCREW Wl TYPE'F'TIP
17 17311 617311 4-TRACK JAMB 77 7103239 1 D32 STEEL.ZINC U-NUT
18 17322 617322 SBL RISER-FLAT,FLUSH.1-1/T 79 17357 617357 11-IG BEAD
19 17319 617319 SILL RISER-BOX FLUSH,1-VT 80 17359 617359 17116-BEAD FDED PANEL CLP
20 17321 617321 SILL RISER-FLAT,LOW,2-1/T 81 17360617360 9117 BEAD
21 17316 617318 SILL RISER-BOX LOW,2-117 82 1224 6TP247K 1ZL BULB WEATHERSTRIP
22 17-IM 617355 SILL RISER-FLAT.MEDIUM,3.114' 83 61745 1745 LOWE INC.1?X 1116'SGL SIDE ADH TAPE.POLYETH.
23 17354 617354 SIL RISER-BOX MEDIUM,31/4' 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SRL RISER-FLAT,HIGH,r 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4' 102 1696 71696 DUST PLUG
26 17333 617333 POCKET P4100K 103 8186 781BGX 1'KEEPER
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 FDED PANEL CLIP-6'LONG
29 17335 817335 P-HOOK COVER 106 17352 617352 FDED PANEL RETAINER-Y16'
30 77348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
H31
17378 617378 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
32 17376 61737fi 135 FDD MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
ITEMS 40.53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL - rRODBC'T RENL-WEa
40 4319 612258 SCREEN SIDE RAIL-LOCKSTlLE 111 710XM4PPSOAX#10 X 314'PH.PN.TEK-S S. M-P4wIIC tbl fk
41 I 7LOCKWGSK SCREEN LOCKSET 112 1235 67516 WSTP..270 X.170-FW SEAL Acaptc.ft Nn
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .TBT X.230'FMBEAL E-FI-aa
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 710X115PPX #10 X 1-1/L' �, ISI•, t
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710X007 #10X 1' 6Fi#db 6 lud.b C,..1~
45 4317 612256 SCREEN TOP RAIL 116 720)(1X 014-20X 1'S.S.
46 4318 612257 SCREEN BOTTOM RAR 11772DXl 12X #14-20 X 1-1Y2'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 120 17338 1 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352, FD(ED PANEL RETAINER 7/8'
51 1692 61692 SCREEN SPLINE-.165'
52 i 1694 61694 SCREEN SPLINE-.150' 111 11 i
S 61816C2D SCREEN CLOTH
54 1725 1/7 X 4'X 1/16'SET.BLOCK,NEOPRENE B5.Ih a�� LIGEKSF {fi��
55 1726 1'X4'X 1116'SET.BLOCK,NEOPRENE 85♦1-5 g-;• •,.p
*: N0.58705
1070 TECHNOLOGY ORM£ a"`1°" %~Q•' i ATE 1 ��
N VENICE,FL 34275 PARTS LIST � �. 'tOR101" •N
/941 4601600 G
✓' Rm+4++' CERN OFAUTH.M296 SERIES 770 ALUM.SGD-LM IMPACT ss7Ch'A1-LZ�'
JR 04A75'f7 C NO CHANGES THIS SHEET s..,..aw sr: vm no�1 n> F^ AL11f�l�Ivllll���P.E
ssan0 NTS 20 d 22 PGT0130 C P.E.058705
JR 1o�1a14
��-- 5.069• 8.562' �I 1.36' 1.36"
0.080'
I ' 1.872"�1
1.505"
1.211'
} 0.062'
0.081° O2-TRACK HEAD t0 4-TRACK SILL 1 0.081' SCREEN f
(6063-T6 AL) (6063-T6 AL) 40 STILE
!WUL-j l 11 T-T 9-
6.198° (6063-T6 AL)
6.198' --may --�I 5.069'
6.526'
0.080' 1 1.045"
1.5105"
1.211.
1.9f 3° 0.062"
0.081' O2-TRACK HEAD WI SCREEN TRACK O3-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 TOP RAIL
(6063-T6 AL) (6063-T6 AL)
2-TRACK JAMB Wl
7.105" 6.221' t5 SCREEN TRACK
0.080' (6063-T6 AL) 1.36"
0.875"
1.211" � 1.505' 1
1.36° �+-
1.993"
0.081" � -- 0.062"
O 60676 ALD O(60676 AL)L W/SCREEN TRACK 0.081' SCREEN
- BOTTOM RAIL
(6063-T6 AL)
9.142' 4.49" 0.081"
0.080'
vRODUCF RENEWED
t21r
1.505" 7.105" w comptyingwG51L,B."
+ Da-agcna. I�j_t[2C s3
Aaa:ytsoce D.
9.141' E:pi.+tao Dain
0.081' a04-TRACK HEAD Oi 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
0.060' �
1.514" LI
0.062°
0.532' 0.760'
1.260"
L 0.060• 1.516" 1.990" t t u I n f r
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
ADD-ON t2 ADD-ON 1s END ADD-ON 1s 3-TRACK JAMB �a�Y.•''�tcENSF''�!(��
(6063-76 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _* : No.5b705
OR 3/16°MASONRY OR 3/16"MASONRY 64-TRACK JAMB
(6063-T6 AL) =a
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24 MAX.O.C. ANCHORS @ 24'MAX.O.C. =_ C �' G
1070 TECHNOLOGY DRIVE n^^�"' �Q�'.. 'C(/w�
A'.VENICE.
F19<275 EXTRUSIONS r � Como:-
(947)4861600 % S1�S'•......••.'
.4 CERT.OFAUTH.#29296 SERIES 770 ALUM.SGD-LM IMPACT ;�ONN-1 t'\
JR 04105117 C NO CHANGES 7HfS SHEET. y,,,4,,, s"°° o.�sw+ A LYN BI II.IER.P.E.
0aa r nc ceu:
SGD-no NTS 21 d 22 PGTO130 C P.EC 58705
JR 10/70/14
0.718' -I M0.83' 3.602'
2.304'
3.802' 0.752' �y 0.885"
1 �-
} 0.752' + I 1.163"
0.062" J 0.080" J 1 0.574' 0.062' 0.796 - 4 +
0.264' 0.075' 0.233' 0.062° J
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW }
r,-)FRAME - z6 P-HOOK za zs J 3o P-HOOK FOR BOX RISER
COVER OTRACK O(6063-T6 AL) OA063-T6 OCOVER 0.080' O(6063-T6 AL)
(6063-T6 AL) (6063.76 AL) (6063-T6 AL) (6063-T6 AL)
4'
155.. 4' }
044��J
0° 1.488" 1.739" -�{_
0.0801
L
1.600 0.133" J 1.600 0.062' 1.303'
080" 1.870" 1 1.888" _
016' I 1 T1 0.325
3.125" I-+--- 3.125" � 0.062'J `I
INTERLOCK INTERLOCK
at 135°CORNER3z 135°FIXED MOUNT so STANDARD STILE /---"HEAVY DUTY STILE sz ss
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
F- (6063-T6AL) (6063-T6 AL)
3.979' � I 3.979'
- 4 125"
UH
f I
0.075' J
� 1.050' 1.050" 1.050"
0.075" 1.645' 0.062° J 1 304'
1.645' _
Err-
t 289" _611"un
1 045'
Imo- _� + .045' -►II�- f .045"
0.125' 0.281' 325.
s7 STANDARD ASTRAGAL sa HEAVY DUTY ASTRAGAL 69 TOPlBOTTOM RAIL Ts GLAZING so 7/16'GLAZING at
9/16"GLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD(6 A BEAD.FIXED BEAD YRUDUCT RENEWED
(6063-TAL) PANEL CLIP (6063-T6 AL) >a comWyl-9�ub the Flo,;&
(6063-T6 AL) said.gC da
1.003' AmeptanmNo)q-I(zL e3
1.03" Eapitatloo-i=a5T2,2j-
1 4- Dy S
1 5.621' e13am P '
1 0.757" � 0.080
0.050' FI
FIXED
105
PANEL CLIP 0.709" 2.893' 0.133'
(6063-T6 AL) 1.498" D.133' 1.498'
I 0.080'
550' + 0.863
I{uhlUl q• �t�fl ltl/
0.709"
(BRETAINER,XED PANEL 5.621 t2o 90°INSIDE CORNER ASTRAGAL \�`�\ ON....••.N7 f''%
0.080" �Ilf 1 (6063-T6AL) 2'826" tt990°OUTSIDECORNERASTRAGAL O(6063-T6AL) a��' JGe7JSE' .l�
(6063-T6 AL) '
FIXED PANEL t18 90°CORNER RECEIVER _* 10c.58705
t06 RETAINER.9/16" (6063-T6 AL)
(6063-T6 AL) __ O c� c
7070 TECHNOLOGY ORIVf
ST TE OF
N VENICE,FL 34275 EXTRUSIONS �O�(C` 'o(CRID?.•''•
(947)4867600 i lSsi '-..•.•• �G��
6e�a, am: Reneu z CERT OFAUTH.M296 SERIES 770 ALUM.SGD-LM IMPACT '//N I I I
JR 04/O"7 C NO CHANGES THIS SHEET.
A LYNN MILLER P.E
10/10/14 b1CAe°�' °81ej NTS 22 >22 PGTO130 C P.E.A 59705
JR