HomeMy WebLinkAboutAPPROVED SGD770NOA M IAM 1•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 (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive,
North Venice,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
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.
TERNIINATION 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 1 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.
P,11MEq' ''�i t,
NOA No. 19-1126.03
MIAMI•DADE COUNTY Expiration iration Date: February �17 2025
IE Approval Date: January 09,2020
6o Page 1
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)
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 1010E/15, prepared by manufacturer,signed and
sealed by Lynn Miller, P.E.
B. TESTS
I. 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.(Submitred under NOA 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 12/29109, 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 415-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-511' 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).
tshaq 1.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,Time,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
L Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their"Butaciteg
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"SentryGlasO
(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-511 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 "SGD-770"
Aluminum SIiding Glass Doors w/90°&135' corners - L.M.I. expiring on 02/17/20.
2. Evidence submitted under previous approvals under file 416-2609.06
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 NDA)
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 confor nance, complying with FBC-51h Edition (2014), dated October S, 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
I. Notice of Acceptance No. 15-1013.15, 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.
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-2
PGT Industries, Inc.
NOTICE, OF ACCEPTANCE: EVIDENCE SUBMITTED
3. Evidence submitted under previous approvals under file#17-0420.12
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 04/05117. 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-6t4 Edition (2017),
dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony
Lynne 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"Trosifolg
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-61 Edition (2017), dated 09/10/17, 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,Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.L, 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, RE,
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
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their"Trosifols
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"SentryGlasg
(Clear and White) Glass Interlayers", expiring on 07/04123,
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (b`h Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E.
G. OTHER
I. This NOA renews NOA# 17-0420.12,expiring April 07, 2025.
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 Anchor Frame Min. Edge Min.O.C. Min.
INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Type Member Substrate Distance DistanceEmbedment
Metal Thickness
#12 18-8 SMS, Southern Pine(SG=0.55) 9/16" 7/8" 1-3/8"
GENERAL NOTES (Fy=60 ksi, F=95 ksi) 6063-T5 Aluminum 3/8" 9/16" 0.090"
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET& GLAZING DETAILS ON SHEETS 4 &5. #12 410 SS SMS, All A36 Steel 3/8" 9/16" 0.050"
2 DESIGN PRESSURES: A (Fy=90 ksi, F= 110 ksi) Gr. 33 Steel Stud 3/8" 9/16" 0.045"(18 Ga)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete(min. 2.22 ksi) 1-1/2" 3" 1-3/8"
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 1/4" Elco Aggre-Gatorm Jamb!P-hook Filled Block(ASTM C90) 2" 3" 2"
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. Fy=57 ksi, F=96 ksi Jamb/P-hook Hollow Block(ASTM C90) 2" 3" 1-1/4"
3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Pine(SG=0.55) 1" 1" 1-3/8"
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO #12 Steel SMS(Gr. 5) Southem Pine(SG=0.55) 9/16" 7/8" 1-3/8"
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.of threads beyond All 6063-T5 Aluminum 318" 9/16" 0.090"
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) A36 Steel 3/8" 9/16" 1 0.050"
Gr. 33 Steel Stud 3/8" 9/16" 1 0.045"(18 Gal
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4"Elco UltraConC All Concrete(min. 2.85 ksi) 1" 4" 1-3/8"
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 ksi, F =177 ksi Jamb(P-hook Hollow Block(ASTM C90) 1" 6" 1-1/4"
NARROW JOINT SEALANT. All Concrete(min.2.85 ksi) 2-1/2" 4" 1-3/8"
6 REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR 1/4" Elco UltraCon®
) Jamb/P-hook Filled Block(ASTM C90) 2-1/2" 4" 1-3l4"
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. Fy=155 ksi, F= 177 ksi
Jamb/P-hook Hollow Block ASTM C90 2-1/2" 6" 1-1/4"
7)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head/Sill Concrete(min. 3.35 ksi) 1" 4" 1-3/4"
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/4"410 SS Elco CreteFlex® Jamb 1 P-hook Concrete(min. 3.35 ksi) 1" 6" 1-3/4"
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 ksi. F"= 189.7 ksi Jamb/P-hook Hollow Block(ASTM C90) 2-1/2" 6" 1-1/4"
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. I I All Southern Pine SG=0.55 1" 1" 1-3/8"
9)TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, 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-6033, FTL-6036 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) ANCHOR NOTES
Type
G3 7/16"Laminated: (2)Lites of 3/16" HS Glass with.090"PVB Interlayer
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
G3A 9/16"Laminated:(2)Lites of 1/4"HS Glass with.090"PVB Interlayer MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
G4 7/16"Laminated: (2)Lites of 3/16"HS Glass with.090"SG Intedayer DISTANCE AND SUBSTRATE REQUIREMENTS.
G4A 9/16"Laminated: (2)Lites of 1/4"HS Glass with.090"SG Interlayer
G5 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7116"Laminated;(2)Lites of 3/16"HS Glass with.090"PVB Interlayer 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
G5A 1"Laminated I.G.: 1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated; (2)Lites of 3/16"HS Glass with.090" PVB Interlayer 3)WOOD BUCKS DEPICTED AS 1 X ARE LESS THAN 1-1/2"THICK. YR.micir RENEWED
G6 1"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16" HS Glass with.090"SG Interlayer ,as complying with the
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
G6A 1"Laminated I.G.: 1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated,(2)Lites of 3/16" HS Glass with.090"SG Intedayer Buiding Code iry_i j 24.03
G7 7/16"Laminated: (2)Lites of 3/16"ANN Glass with.090"SG Interlayer INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS Acceptanet Na_._1- -i4
G7A 9/16"Laminated: (2)Lites of 1/4"ANN Glass with.090"SG Interlayer DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS Expiration Date_bZaLz,?42S
G8 1"Laminated I.G.: 3116"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"ANN Glass with.090"SG Interlayer (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER By ��,,.
G8A 1"Laminated I.G.: 1/4"TExterior Cap+5/16"Air Space+7/16"Laminated;(2)Lites of 3116"ANN Glass with.090"SG Interlayer LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS ilEi�Qt� ProtMetiCMYd1
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
"ANN"=ANNEALED
"HS"=HEAT STRENGTHENED RECORD &TO BE REVIEWED BY THE BUILDING OFFICIAL.
"T"=TEMPERED GENERAL NOTES.............1
"PVB"=.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
"SG"=.090"SENTRYGLAS®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&3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 1 I I I I I!
NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT,
SHEETS 6,7&8 MISSILE IMPACT RESISTANCE ELEVATIONS..................... 15,16 ����N y I �'t t!l
PANEL/SILL TYPES.........17 MAX. 1/4' THICK &3400 PSI MIN., (DONE BY OTHERS) MUST FULLY \\ ...
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO E
�tG CODES/STANDARDS USED: CROSS SECTIONS............18,19 F lfi�
02017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST....................... 20 THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF Q-;'
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED No. 58705
o2014 FLORIDA BUILDING CODE(FBC),5TH EDITION EXTRUSIONS.................... 21,22 t —
oASTM E1300-09 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. TA
°ALUMINUM DESIGN MANUAL,ADM-2015 Descnpfion1070TECHNOLOGYDRIVE _ 0 '. E C ��
oAISC 360-10 N. VENICE,FL 34275 GENERAL NOTES AND MAP ; �coRioN.• ' \�:�
(941)480-1600 Title: / /Sil/
Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT ,��/ONAL L \\v\\
JR 04105117 C UPDATED TO FBC 2017.REVISED TABLES 1,2,3&A series Modes is
tate: sneer Drawing Na Rev' A.LYI(11(l IAl11�t LtR.P.E.
Drawn By: Date: Checked By: Date: ® o�
JR 10110114 SGD-770 NTS 1 22 PGT0130 C P.E.#58705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL"Jw", "Jc", "Kw"OR"Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE
NOM. PANEL WIDTH NOM. PANEL WIDTH Aw Ac pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 A2 A3 PER TABLES 1-3 12 13 CAN BE OXXXp.
1 2)90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
G2 i 12 19 i OF ANY 2 STRAIGHT CONFIGURATIONS.
Gc Jw Jc I > Gc Jw Jc I�'o
MAX. UNIT 13 / Kw l4 i z a° MAX. UNIT 13 M / 14 14 I o 0 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
Fw Kc IZaD5
HEIGHT / 14 14 I°Q HEIGHT / 19 / 14 14 I Q
w = PER TABLES 1-3 i r~w "X" =OPERABLE PANEL,
PER TABLES 1-3 / I Y / / Q
"O"= INOPERABLE PANEL,
POCKET I aLu
w w` "p" = POCKET DETAIL LETTER
POCKET r�
r\IF x "w" -WOOD OR METAL INSTALLATION
1-PANEL w Dc 2-PANEL "c" =CONCRETE INSTALLATION
CONFIGURATIONS 12 13 CONFIGURATIONS 12 1D3 SHEET NUMBER
MAX. UNIT WIDTH
MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH-7"
DLO HEIGHT= DOOR UNIT HEIGHT- 10.125"
NOM. PANEL WIDTH Aw Ac w Bc NOM. PANEL WIDTH Aw Ac w Bc cw Cc PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866"
PER TABLES 1-3 12 13 12 13 PER TABLES 1-3 12 13 12 13 12 13
L1 L1 I Gw Gc L1 L1 L1 Jw J-C
Gw Gc
19 19 Jw Jc I Q 12 13 19 19 19 14 14
12 1C 19 19 Kw Kc Io� w MAX. UNIT 12 13 19 19 19 14 14 loop
MAX. UNIT 12 13 14 14 I j a HEIGHT Iw Ic I a Q)
HEIGHT 19 19 i w w w PER 12 13 19 19 19 i w
PER TABLES 1-3 i 0 TABLES 1-3 i oLu
w
I°aW laa`
POCKET Lu / / / / POCKET
I I
3-PANEL CONFIGURATIONS w Dc w Ec 4-PANEL CONFIGURATIONS 12 1D3 12 E3 12 is PRODUCT RENEWED
12 - 12 13 as complying with the
Buiding Code
Acceptance No l l 26.03
MAX. UNIT WIDTH — MAX. UNIT WIDTH Expiration 2 -
NOM. PANEL WIDTH NOM. PANEL WIDTH Aw Ac BY 1 s� �
Aw Ac w Bc Cw Cc 12 '13 Miami Do& CA"`
PER TABLES 1-3 12 13 12 13 12 13 PER TABLES 1-3 w Bc
12 13
— \'r---j Cw Cc
Gw Gc 1 Jw Jc I N1 12 13
12 13 t19
19 19 19 14 14 I Q 19
w c �^ Kc i�'o MAX. UNIT 2 w
19 19 19 14 14 w z w 19 � SEE
MAX. UNIT 12 13 i Ic z a o HEIGHT / O1 0 NOTE
HEIGHT 12 13 19 19 19 I w tr PER 19 / 2,THIS
PER TABLES 1-3 / TABLES 1-3 02 � � SHEET. �I I I I I ll 1.
jaw` 19 o w Dc \\�``��� LY IAA/
/ POCKET I EXTERIOR rn 12 13 \� `�• '` EI��
\.X- SF
s _—J w Ec •' i
\r— 12 13
5-PANEL CONFIGURATIONS w Dc w Ec w Fc w Fc — No. 58705 '
12 13 12 13 12 13 CORNER, TYP.
(OUTSIDE CORNER SHOWN, s
INSIDE CORNER SIMILAR) `• /' �a `
1070 TECHNOLOGY DRIVE oescdption. Q S TATE I
N. VENICE,FL 34275 EXAMPLE CONFIGURATIONS �� c
(941)480-1600 Title �- ''`•`..' \\
Revsd By: Date: Revisions: CERT OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT J ''/ ; N ' `A
JR 04105117 C NO CHANGES THIS SHEET. `` 1
Series/Modes Scale: Sheet. orawmgNc. Re¢ A.LYNN MILLI 4 ,P.E.
Drawn By: Date: Checked By. Date: ® of
JR 10110114 SGD-770 NTS 2 22 PGT0130 C P.E.#58705
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH = 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16" @ 96" HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4" @ 120" HEIGHT LOCATIONS USING DETAIL"Jw", "Jc", "Kw"OR"Kc" INSTALLATION.
NOM. PANEL WIDTH Aw Ac w Bc Cw Cc EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
PER TABLES 1-3 12 13 12 13 12 13 pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
—���---� CAN BE OXXXp.
Gw Gc Jw Jc I
12 13 19 19 19 19 19 14 14 I Q
w Kc I > 2)90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
12 13 19 195 195 19 19 14 14 i o o OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX. UNIT Iw Ic M M M M M 1 j a v,
HEIGHT, 12 13
19 19 19 19 19 i w w w 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
96" OR 120" i 0
I° a w "X" =OPERABLE PANEL,
POCKET i "O" = INOPERABLE PANEL,
"p" = POCKET
6-PANEL CONFIGURATIONS w Dc w Ec w Fc
12 13 12 13 12 13DETAIL LETTER
MAX. UNIT WIDTH w" =WOOD OR METAL INSTALLATION
"c" =CONCRETE INSTALLATION
NOM. PANEL WIDTH Aw Ac w Bc cw cc SHEET NUMBER
PER TABLES 1-3 12 13 12 13 12 13
Gw Gc Jw Jc i DLO WIDTH = NOM. PANEL WIDTH-7"
12 13 19 19 19 19 19 19 14 14 I Q DLO HEIGHT= DOOR UNIT HEIGHT- 10.125"
12 13 19 19 19 19 19 19 14 14 i o o PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866"
MAX. UNIT Iw Ic M M M M M M / I j a
HEIGHT 12 13 19 19 19 19 19 19
PER TABLES 1-3 / / i u
laaw
POCKET
7-PANEL CONFIGURATIONS w Dc w Eo Fw Fc
12 13 12 13 12 13 rtEE3DiJC t'RE14EW`fQ
m eumptyiWwitt the
otlidiag Code (12 L•03
MAX. UNIT WIDTH Acceptance No
Expiration Date Z
NOM. PANEL WIDTH Aw Ac w TB Cw cc By
PER TABLES 1-3 12 13 12 13 12 13 AtiaiMi D11tdC td��711nbiA'
—sue f----�
I
It
L1 L1 L1 L1 L1 L1 L1 Jw Jc I
19 19 19 19 19 19 19 14 14 I Q
L2 L2 L2 L2 L2 L2 L2 w Kc ��o 19 19 19 19 19 19 19 14 14 MAX. UNIT M M M M M M I j a W
HEIGHT 19 19 19 19 19 19 19 / I u
PER TABLES 1-3
Lu NO°POCKET
—s.�--IL
8-PANEL CONFIGURATIONS w Dc w Ec w Fc No. 58705
12 13 12 13 12 13 — ,.ram � —
AT
O
Description: E 'V
1070 TECHNOLOGY DRIVE i F
N.VENICE,FL 34275 EXAMPLE CONFIGURATIONS °1�'D
(941)480-1600 nue: `// s10 AL
Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
Series/Model: Scaie: Sheet OrawingNo. JRev A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date: 0 of
JR 10110114 SGD-770 NTS 3 22 PGT0130 C P.E.#58705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7/16" NOM. 7/16" NOM. 1" NOM.
3/16" HS GLASS 3/16" HS GLASS 3/16" HS GLASS
.090" PVB
.090" PVB .090" SG 3/16" HS GLASS
3/16" HS GLASS r4N
3/16" HS GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS
s2 s2
83
EXTERIOR EXTERIOR 3/4" NOM.GLASS 124-127 3/4" NOM.
a BITE GLASS
BITE
EXTERIOR
80 80 a f
79
54 54
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
1/4" HS GLASS 1/4" HS GLASS .090" PVB
.090" PVB .090" SG 3/16" HS GLASS
74 5/16"AIR SPACE 74
1/4" HS GLASS 74 1/4" HS GLASS
1/4"T GLASS
82 82
83 i r'stol?i1CT RENEWED
as complying with the FbW&
J 3/4" NOM. 3/4" NOM. BeidingCode
EXTERIOR EXTERIOR 3/4" NOM. Acsepteace No
GLASS GLASS 124-127 GLASS Expiration Date I
a BITE a BITE BITE By 51,E .`�.,7'sc-
EXTERIOR BfiAD�O �
81 81 a
"F 79
54 54 55
P / z
9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
1 S L'/IFV;1/ r J//
GLAZING NOTES: No. 58705
"ANN" =ANNEALED — -
"HS" = HEAT STRENGTHENED
"T"—TEMPERED SEE SHEET 15 FOR SPACER DETAILS. 1� rt
"PVB"
„ 1070 TECHNOLOGY DRIVE Description: lb STATE OF
PVB'_= .090 TROSIFOP PVB BY KURARAY AMERICA, INC. `�;c� COR � `\�
N.VEN/CE,FL 34275 GLAZING DETAILS X
SG = .090 SENTRYGLAe BY KURARAY AMERICA, INC. (941)480-1600 C9 ��Title:
Revsd y Date: Revisions:
Revisi ns. NO CHANGES THIS SHEET. CERT OFAUTH.#29296 SSERIES 770aALUM. SGD — LMwIMPACT ReV �7JJ;��GIP�►p
A.LYI�NI'M1_tL�R,P.E.
Drawn By: Date: Checked By: Date: O SGD-770 NTS 4 °� 22 PGT0130 C P.E.#58705
JR 10110114
GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A)
1 NOM.
7/16" NOM. 1" NOM.
3/16" HS GLASS 3/16"ANN GLASS
3/16"ANN GLASS .
.090" SG 090"SG
3/16" HS GLASS .090" SG 3/16"ANN GLASS
3/8"AIR SPACE 74 3/16"ANN GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS 82 3/16"T GLASS
—
83 83 1
EXTERIOR O 3/4" NOM. 3/4" NOM.
124-127 3/4" NOM. a GLASS 124-127
GLASS GLASS
BITE BITE
BITE EXTERIOR
EXTERIOR f
/a
a
80 f 79
79
54 55
55
1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
1" NOM. 9/16" NOM. 1" NOM.
3/16" HS GLASS 3/16"ANN GLASS
.090" SG 1/4"ANN GLASS .090" SG
3/16" HS GLASS .090" SG 3/16"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 74 5/16"AIR SPACE 74
1/4"T GLASS 1/4"T GLASS
— � 82 � rtdOQUCT RENEWEi?
83 83 as complying with the EWrW
O Suiding Code
3/4" NOM. EXTERIOR 3/4" NOM. Acceptance No. •b3
GLASS 124-127 3/4" NOM. Expiration[tabe�2S�
124-127 GLASS a
BITE GLASS
XBITE
EXTERIOR Wami Dndo ,
f EXTERIOR
a f 81 a f
79 79
54
55 55
1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A
�,� 11lIII/
LIGENSF' .le
GLAZING NOTES: _ No. 58705
"ANN"=ANNEALED
"HS"= HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. �\
"T"=TEMPERED ljl �Description: • •„ 1070 TECHNOLOGY DRIVE i E
"PVB" = .090 TROSIFOE PVB BY KURARAY AMERICA, INC. N.VENICE,FL 34275 GLAZING DETAILS % ' .c�OR10P.• ' \�
"SG"_ .090"SENTRYGLAS0 BY KURARAY AMERICA, INC. '� �"
(941)480-1600 Tiue; /7 `�`0�I � { \
Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT ' �,,I
JR 04105117 C NO CHANGES THIS SHEET.
Series/Model Scaie: sheet: 7PGTO130
. Rev. A.LYNN ILLER,P.E.
Drawn By: Date: Checked By: Dale: O SGD-770 NTS Jr o1 22 C P.E.#58705
JR 10110114
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) +60/-60 psf (Water Infiltration Rating)
For comer astragal anchorage on 90'or 135'corner units, see sheet 11 (May be limited by Table 1A) Sill Riser Height
(+)Design
Door Unit Height (Flat or Box, see
Table applies to Glass Types 3, 80" 84" 901, 96" Sheet 17) Pressure, psf
3A, 5, 5A, 7,7A, 8&8A and 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO Flush- 1-1/2" see note 3
the Stile/Astragal Types shown Low-2-1/2" + 46.67
below. Anchor Group Anchor Group Anchor Group Anchor Group
Medium -3-1/4" + 60.0
A B C D A B C D A B C I D A B C I D High-4" + 60.0
17" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 IC4+1 C4+1 SEE NOTES 1-3
24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
r 30" �" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
�5 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
3: 29„ Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 I C4+1 C4+1 C4+1
36 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
a P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH
m Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
c
E 42" (350 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 =
z P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 w 0
41•, Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = 0 OH RATIO>_ 1
48" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 = o
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+g 7+8 7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
OHLENGTH
NOTES: OH RATIO= OH HEIGHT
1) POSITIVE PRESSURES IN TABLE 1 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, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE DLO WIDTH =
TABLE 1A. NOM. PANEL WIDTH-7"
3)4", 3-1/4"AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE DOOR UNIT HEIGHT-10.125" rRODUCT RENEWED
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. as complying with the FloAk
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= Buiding Code
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT- 1.866" Acceptance No ( 1 6.03
TY DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Expiration Date---9����
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, I
sy
il4iaarl Dade 41 Goatreii
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-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Corner Inside
Outside Corner
CCorner \\\Illtitl/l
Inside
Corner Outside �� •'' \OEIIS� �l
Inside Corner Corner - �
Part#61(Stile) Part#61 (Stile) _= No• 58705 _—
Part#60(x2) Part#60 Part#60 Part#60(Stile) Part#60 Part#118(Corner Part#120(Out.) Parts#31  Part#61
Part#67(Astragal) Part#120(In.)
Receiver) (Corn. &Fxd Mount) ,� �+ � �/ :• �`
S AT-*O •I � �
1070 TECHNOLOGY DRIVE Description:
N. VENICE,FL 34275 DP AND ANCHORAGE
(941)480-1600 rue:
Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C REVISED TABLE 1.
Series/Model: scale: sheet. Drawing No. Rev A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date: or
JR 10/10114 SGD-770 NTS 6 22 PGT0130 C P.E.#58705
TABLE 2:
Design Pressure (DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes: +60/-60
For corner astragal anchorage on 90`or 135'corner units,see sheet 11 (May be limited by Table 2A)
Door Unit Height
Table applies to Glass Types 4,4A, 80" 84" 901, 1 96" 102" 108" 114" 120"
6, 6A, 7,7A, 8&8A and the 69-7/8"DLO 73-7/8"DLO 79-7/8"DLO 85-7/8"DLO 91-7/8"DLO 97-7l8"DLO 103-7/8" DLO 109-7/8" DLO
Stile/Astragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
A I B C D A 1 B 1 C D A B I C I D A I B I C I D A B I C I D A I B C D A B I C D A IIIB C D
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
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 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+g 7+8 7+g 7+g 7+g 7+g 7+g 7+g 7+8 7+g 7+g 8+g 8+g 8+g 8+9 8+g g+g 8+9 8+g 9+10 9+10 9+10
9+10 9+10 9+10 9+10 9+10
Head/Sill C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
30" 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 10 10 10 10 10 10 10 10
P-hook 6+7 1 6+7 6+7 6+7 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
36" �" 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 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+g 8+g 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1
35"d 42 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 10 10 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+8 7+8 7+8 7+8 7+8 7+8 7+g 8+9 8+9 8+g 8+9 8+9 8+g 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
HeadlSill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2
Z 48 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 12 10 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+g 7+8 7+8 7+g 7+8 7+g 7+8 7+8 8+g g+g g+g g+g g+g 8+9 8+9 g+g 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2
54" DLO Jamb 8 8 8 8 8 8 8 8 10 1 8 8 8 10 8 1 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+g Not available in these sizes
Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 (72 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2
60" DLO Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8. DLO WIDTH =
NOTES: NOM. PANEL WIDTH-7"
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2)WHEN USING THE 2-1/2" 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 II DOOR UNIT HEIGHT- 10.125"
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH l�
3 4", 3-1/4"AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height PANEL HEIGHT=
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. (+)Desi n =g LD DOOR UNIT HEIGHT- 1.866"
see,
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet(Flat or Box Pressure, psf w= p OH RATIO>— 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS = oCT
Flush- 1-1/2" see note 3 p ascomplyisg with Ilk risift
NOT RATED FOR WATER INFILTRATION. Low-2-1/2" + 46.67 ll BaidiingCode
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 1 Acceptance No - 2�,;103
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" + 60.0 Expiration Date .oZ�
High-4" + 60.0 By 1 t.�
6 JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE OH RATIO—_ OH LENGTH \ �...
INSTALLED. SEE NOTES 1-3 OH HEIGHT M;ami�p� ed ctCo111110111"t
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 @ 135o Astragal Lockstile @
Assembly Straight Astragal Assembly 90°Astragal Assembly 135o 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
Standard Astragal Outside Corner Inside
_ Outside Corner
Corner
Inside e I I , �.
• Corner Outside ��'�L�CE�is�'•.<��'�
Inside Corner Corner
Part#61(Stile)
Part#61(Stile) Part#119 (Out.) Part#61(Stile) No. 58705 ,
— � �•
Part#61(x2) Part#61 Part#61 Part#61 Part#118 (Corner Parts#31  Part#61
Part#67 (Astragal) Part#120(In.) :=
Receiver) (Corn. &Fxd Mount) —
1070 TECHNOLOGY DRIVE oescriptio '• ST TE ���
N.VENICE,FL 34275 DP AND ANCHORAGE ` .F<ORIDP•.
(941)480-1600 rue:
Revsd By: Date: Revisions: CERT OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C REVISED TABLE 2,REMOVED EXAMPLE. L`
Seder/Modes state: sheet. OrawingNe. Reo: A.LYNN MILLilR,P.E.
Drawn By: Dafe: Checked By: Date: ® of
JR 10110114 SGD-770 NTS 7 22 PGT0130 C P.E.#58705
TABLE 3: TABLE 3A:
Design Pressure (DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2 & 3) Maximum DP shown below Sill Height to Max. (+) DP
For comer astragal anchorage on 90'or 135'corner units, see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)
Door Unit Height Sill Riser Height
Table applies to Glass Types 4, 4A, 80" 84" 90" 96" 102" 108" (Flat or Box, see (+)Design
6, 6A, 7, 7A, 8& 8A and the 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO 91-7/8" DLO 97-7/8' DLO Sheet 17) Pressure, psf
Stile/Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Flush- 1-1/2" see note 3
A I B I C D A I B I C D A I B I C D A B I C D A B I C D A B C I D +46.67
Design Pressure +1-90.0 psf +-82.5 ps +/-75.0 psfLow-2-3-1/
17" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4" + 90.0
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 7+8 7+8 7+8 7+g 7+g 7+g 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 1 8+9 8+9 8+9 1 8+9 8+9 SEE NOTES 1-3
Design Pressure +1-90.0 psf +/-82.5 psf +/-75.0 psf
30" 23 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1
DLO Jamb 8 8 8 1 8 8 L8 8 8 1 10 1 8 1 8 8 10 8 8 8 10 10 10 10 10 10 10 10
a P-hook 6+7 6+7 6+7 1 6+7 7+11 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 g+g g+g g+g g+g g+g g+g g+g g+g
Design Pressure +1-90.0 psf +/-82.5 psf +/-75.0 psf
29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 L8+
L
C5+1 C5+1 C4+1 C4+1
0- 36 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 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+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
E Design Pressure +1-90.0 psf +/-82.5 psf +/-75.0 psf
35" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2E18
+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 L
L8+
C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 OH LENGTH
42 DLO Jamb 10 8 8 8 10 8 8 12 10 8 8 12 8 12 10 10 10 12 10 10 10 =
P-hook 7+8 7+g 7+g 7+8 7+8 7+g 7+g 7+g 8+g 8+g 8+g 8+9 8+9 8+9 8+9 8+g 8+9 g+9 8+9 8+9 8+9 8+9
Design Pressure +1--90.0 PSI` See Note A low +/-82.5 psf +/-75.0 psf = OOI OH RATIO>_ 1
41" Head/Sill C5+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+2 5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 O o
F48DLO Jamb 10 8 8 8 12 10 8 8 12 10 8 8 14 12 8 8 14 12 10 10 14 10 10 10
P-hook 7+8 7+8 7+8 7+8 8+9 8+g 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
NOTE A: +/-90.0 PSF FOR GLASS TYPES 4, 4A, 6, 6A, 7A, 8&8A; +/-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. DLO WIDTH — 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 NOM. PANEL WIDTH-7"
DP IS 60.0 PSF MAX. WHEN USING THE 4"SILL, POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A. DLO HEIGHT=
3)4", 3-1/4"AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT- 10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN rRODUCT RENEWED
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= as complying wkb the
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT- 1.866" BwdmgCode
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration
2-1�:Zj,
Expiration Date
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. By t 1� 1
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Miami Dude C)etifrrtl
THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 3, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18& 19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135o Astragal Lockstile @
Assembly Straight Astragal Assembly 90o 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
Outside Corner
C Corner
��� II �IIIIi7
C
Inside �....r.iv
Corner Outside �1CcNSc �(
Inside Corner Corner
Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile)
No. 58705
Part#61(x2) Part#61 Part#61 part#68(Astragal) Part#61 Part#118 (Corner Part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount) _"0 v(
0fi lS A OF� '��
/ <O 'D�.•• \
1070 TECHNOLOGY DRIVE i `� ••, � �
Description: �
N.
VENICE, FL
6 I 4 75 DP AND ANCHORAGE /
Revsd By: Date: Revisions: CERT OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT Title `'l j 1N�11 01\,
JR 04105117 C REVISED TABLE 3,ADDED EXAMPLE.
Series/Model: scale: Shee(. Drawing No. Rev: A.LYNN MILLER,P.E.
Drawn By.' Date: Checked By: Date: YnOF
o/
JR 10/10/14 SGD-770 NTS 8 22 PGTO130 C P.E.#58705
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: SEE"C5" CLUSTER
SEE JAMB (9) P-HOOK ANCHORS, MAX. UNIT WIDTH DETAILS, SHEET 10
REQUIRED @ PERPENDICULAR TO GLASS SEE "C5" CLUSTER SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
SPLICE EXTERIOR PLANE DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK
NOTE, )SEE TABLE 2, SHEET 7 INTERLOCK 24" MAX. O.C.
THIS POCKETS AND �xl
48" NOM. CLUSTER, SEESHEET SEE POCKET (10) P-HOOK -----_-- + ANEL WIDTH DETAILS, SHEET 11 x x x xJAMB MOUNTING xxx x x x x x�\ x xx x x x x x 6"MAX.
INSTALLATION, ADAPTER 6"MAX._ j x x x x x x x x x x
THIS SHEET ANCHORS MIDWAY l o' L 3"MAX.
o ° . & SHEET 14 BETWEEN P-HOOK 1 4 PAIRS OF
ANCHORS &AT 3" 'o' j ANCHORS
x
FROM TOP & e MAX .C.' o I x FRAME 96„ x (TOTAL 8
14 O ANCHORS
P BOTTOM o —�� o UNIT 21"MAX- ANCHORS)
4.051" ' 8" MAX. TO OPENING �0 ®I o n o= P-HOOK HEIGHT O.C. PER JAMB
EDGE OF POCKET SEE w a ° O ANCHORS x x (SEE JAMB
INSTALLATION Q ® �1'm .O.C. ;U } DETAIL
W`' ' BELOW)
DETAILS 'Jc' &'Kc', } ® I 1 m o= P-HOOK
END PANEL SHEET 14 & PART m Q o'
w a ® � MOUNTING x
ANCHORAGE DETAILS &'K', u� 1 j j 0, 3"MAX. ADAPTER x
24" MAX. (2 ANCHORS) SHEET 19 FOR 00 I'®1 ANCHORS -
O.C. P-HOOK --_ 6"MAX. - x x x x
---- x X - x x x SEND PANEL
+2 ANCHORS END PANEL x ' x xxx xx x x x x xx xx x x ' x x 6"MAX. ANCHORAGE(SEE
ANCHORAGE
ANCHORAGE '� x ' x x x x x ' SKETCH BELOW)
(SEE SKETCH BELOW) +2„ �� „+2 AN
• 8"MAX.,TYP. +2 +2" ANCHORAGE ANCHORAGE
CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24" MAX. EXAMPLE: 5-PANEL 2 TRACK 90' OUTSIDE CORNER-pXX/XXO-EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C. 48"x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6" SPLICE NOTE:
_ NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1 1)APPROVED ANCHORS: SEE TABLE A, SHEET 1 END PANEL ANCHOR EXCEPTION,(°+l"ANCHORAGE ONLY): AS NEEDED TO ALIGN THE
1 I 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT
T -- CLUSTER TO BE EXTERIOR HEAD OR SILL IF A SPLICE
1 QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: 24°O.C.,OR LESS OCCURS AT THE P-HOOK.
48" CENTERLINE OF 21"
NOM. • , INTERLOCK HEAD &SILL: 8" MAX. FROM FRAME CORNERS. MAX.
PANEL - -11 SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE O.C.11112 rrtolTUC!i7E)VEWE�
WIDTH TABLES, SHEETS 6-8 AT EACH INTERLOCK AND - ceNrERUNeoFENDPaNE� aseomplyUg wil6dieF1oar1�61
DETAILS, SHEET 10 SaWng Code
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY Acceptance No
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR I 5.64 E%pirado0�atl�( dZr
"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT r
3.5" ADDITIONAL ANCHORS 24"O.C. MAXIMUM. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: By SLI
6" MAX. 'awe
CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX.ANCHOR
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
ANCHOR PAIR
"+2"ANCHORAGE
- REQUIRES SEE "C5" CLUSTER END PANEL
"C6" CLUSTER, SEE CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORAGE
(• 1 DETAILS, SHEET 11 ��TERLOCK FOR ASTRAGAL �AOSTRAGAL (2 ANCHORS) g"
4.051�t I � 3.5" I MAX. � `��
•
_iCENSF •.��
No. 58705
EXTERIOR CENTERLINE +2"ANCHORAGE CENTERLINE +2"ANCHORAGE CENTERLINE - '
OF PANEL 3 OF PANEL 4 OF PANEL 5t
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
Description: A I E
1070 TECHNOLOGY DRIVE � � ••N. VENICE,FL 34275 ANCHORAGE SPACING & EXAMPLE PLANS i C� , °<OR14P ,•' `` ��
(941)480-1600 nue: �// 1�� C\\\
Revsd By Date: Revisions: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT ,/ nlF�L
JR 04105117 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. 7noT sedeslModel state: sneer. DrewingN.. Rev. A.LYNN t�ILL�R,P.E.
Drawn By Date: Checked By: Date: or
JR 10110114 SGD-770 NTS 9 22 PGT0130 C P.E.#58705
6" DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04"
INTERLOCK-1—IF NEEDED INTERLOCK—, CONDITION, USE INTERLOCK IF NEEDED 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
1.75" EXTERIOR 6" DIAG.
3.5" tt �I
1.75 7,. T 3.5 21" �
4" DIAG. + 1 4" DIAG. + OAC
EXTERIOR
2.04" 2.04" 2.04" 1 21„
I I f MAX.
5.64
7 —�13.5 O.C. 1
3.5 4" DIAL. MAX
EXTERIOR 7" EXTERIOR 2-TRACK FRAME HEAD/SILL EXTERIOR 2-TRACK FRAME HEAD/SILL 6
15 2-TRACK FRAME HEAD/SILL Vn I 5.64"
ASTRAGAL OR INTERLOCK (CD ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK f 2-TRACK 1
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6" MAX. f
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR 4
I 4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6" DIAG. FRAME JAMB
INTERLOCK —IF NEEDED INTERLOCK CONDITION, USE INTERLOCKi�IF NEEDED EXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 3.5" 2.04
3.5" 3.5" 7„
ANCHORS MAY BE INSTALLED
7o I 21" EITHER IN THE EXT. OR INT.
MAX. TRACK (INT. SHOWN)
2.04" 4" DIAG.
"
4.08" O.C.
4.08 NOTES:
2.04" 1. ALL DIMENSIONS SHOWN
5.64" ARE BASED ON MIN.
EXTOR EXTERIOR '�j 4" DIAG. EXTERIOR-1
3-TRACK FRAME HEAD/SILL LOCATIONS/ANNCC RIOR 3•5" 3 ALLOWED.
7„ 7 5 6" MAX. 2. FOR HEAD
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V r SILL SPLICE
HORAGE AT
(CD-ASTRAGAL OR INTERLOCK )ASTRAGAL OR INTERLOCK (c_ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9.
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR &S Lo)plyi RENEWED
ss�ro�plying with the FbmrW
FOR SPLICE FOR SPLICED Suiding Code
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR ( Acceptance No --I
�- �'
I (FOR SPLICE l
CONDITION, DO NOT CONDITIONS ONLY: Expiration Date,
INTERLOCK IF NEEDED INTERLOCK�I CONDITION, USE INTERLOCK USE THIS DETAIL) SPLICE LOCATION
CENTERLINE I CENTERLINE I CENTERLINE By
C6"CLUSTER DETAIL) g7"
MiaaniDade�i,t>�etC,MI1Mld,
1.75 � 3.5' ►—
3.5" 3.5" l
1
2.04" 4" DIAG. 2.04" 4" DIAG. 2.04"
2.04" 5.37" DIAG. � f } 1
4.08" 1
2.04"
4" DIAIG. i I
7
EXTERIOR EXTERIOR 7 7 3.5°
EXTERIOR 3.5'
4-TRACK FRAME HEAD/SILL IG 4-TRACK FRAME HEAD/SILL 'V 4-TRACK FRAME HEAD/SILL ��•' _ICcNSP ll�
6T ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK CCD-ASTRAGAL OR INTERLOCK No. 58705
(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 -0
1070 TECHNOLOGY DRIVE Description: f '. S I n'TE OF `S!
N.VENICE,FL 34275 ANCHORAGE EXAMPLE CLUSTERS - F
(941)480-1600 Title:
RevsdBy Date: Revisions: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04/05/17 C NO CHANGES THIS SHEET.
Series/Model: scale Sheet Drawing No. Rev: A!I"�NN fIUIIL`ER,P.E.
Drawn By Date: Checked By: Date: ® o/
JR 10/10/14 SGD-770 NTS 10 22 PGT0130 C P.E.#58705
2.04" 2.04" 2.04" INTERIOR 2.04"
INTERIOR "+1"ANCHOR
INTERIOR INTERIOR 7"
0
„ o
4" DIAG. 4" DIAG. 8'94 / \
6.12" 6.12" 3.5" 3.5'INTERIOR ° INTERIOR / ° 7 INTERIO 1 ° / INTERIOR
90°' 3. 90° 3. 1 CENTERLINE
o EXTERIOR ° EXTERIOR ° 4" DIAL. ° 4" DIAG. OF PANEL
0 0
0 0 ° o o °
/ 3 5"
L::73.5" 4„ 3.5" � 4„ IW3.5"' :
"+2"ANCHOR
2.04 EXTERIOR 7 EXTERIOR 4„ 2.04" 7
2.04° EXTERIOR 8.94" 1
EXTERIOR 2.04"90° CORNER 90° CORNER 135° CORNER 135° CORNER 0 4" DIAG.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
4
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I _ CENTERLINE
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") OF PANEL
4.08"
INTERIOR
EXTERIOR INTERIOR 4.08"
+1"ANCHOR "+3"ANCHOR
4" ° "
INTERIOR 3.5" f INTERIOR 7.41
0
A, ,
7" 135° 2.04" 4" DIAG.
EXTERIOR
.3 I 3.5" 3.5"
4.08" 4.08" 7„ 7"
5.37" DIAG. 5.37" DIAG. CENTERLINE
' ° CENTERLINE OF PANEL
3.5" 4 3.5 Q OF PANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR 7 EXTERIOR 7" 4" INTERIOR ON
ALL "+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT
EXTERIOR AL
90° CORNER 135° CORNER VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED °
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) ° 4" DIAG. rRODUCf RENEW®
as complying with the Fb W
INTERIOR 6.12" INTERIOR 2.04" Bidding CodeAcc +�^ I IZ`•p3
ce No
2.04" 3.5" Exp'a�ratoo[life
6.12" CENTERLINE
4„ EXTERIOR 5.88" OF PANEL BY I�� �'��'~
° INTERIOR
5fiand Dfld! ��'
INTERIOR 90° 4 3 5„ f 135° "+3"ANCHOR
7 2.04"
DIAG.
°
" 3.5" °
6.12" 4" DIAG. ° 6.12"
4.08" M3.5"
°
° 7" EXTERIOR °
° ° 1 ° o
2.04" 3.5„ 4„
L--7' 4 DIAG. 3.5" I �� AI
7' EXTERIOR 4 CENTERLINE �� a�N
EXTERIOR ° ° 2.04' OF PANEL
90 CORNER 135 CORNER Q-
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL No. 58705
("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT _
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) ; 0
NOTES: �� (� �� �;
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Description: �O STATE O
1070TECHNOLOGYDRIVE � T ••.• "
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VENICE,FL 34275 ANCHORAGE, EXAMPLE CLUSTERS �o?!�?P ' G�
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. �s41�4so-lsoo Title. 'i/ S/'��j
Revsd By: Date. Revisions: CERT OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT
OiVAL,E�`�
JR 04105117 C NO CHANGES THIS SHEET. yNo. Rev
sedes�M°del: state: sneer Drawn A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Dale: ® of
JR 10/10/14 SGD-770 NTS 22 PGT0130 C P.E.#587D5
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
2-1/16"* 2-1/16"* 2-1/16"� NOTES:
EXTERIOR 1/4„ 1/4„ 1/4" 1. ALL DIMENSIONS
a MAX. MAX. MAX. SHOWN ARE BASED
SHIM EXTERIOR SHIM EXTERIOR a SHIM ON MIN.ALLOWED.
2. METAL OR WOOD
EMBEDMENT: f f fT-= f SUBSTRATES MAY BE
SEE TABLE A, JJJ USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD 7SEE
ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHORNCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 &TABLE A, SHEET 1 NOTE 3, SHEET 1 &TABLE A, SHEET 1 NOTE 4, SHEET 1 &TABLE A, SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD * DIAGONAL O.C. IS
epE DE MIN 4" (HEAD &SILL)
Aw WOOD INSTALLATION ew WOOD INSTALLATION cw METAL INSTALLATION OR 6" (JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11.
SEE ANCHORN TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE )��uE�701 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 (1/4" MAX.) —
EXTERIOR EXTERIOR EXTERIOR LEMBEDMENT: SEE
TABLE A, SHEET 1
2-1/16 2-1/16"* 2-1/16"* 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
2-TRACK FRAME SILL E 3-TRACK FRAME SILL E 4-TRACK FRAME SILL
E Ew WOOD INSTALLATION Fw METAL INSTALLATION
Dw WOOD INSTALLATION
EMBEDMENT: SEE rxODUCT RENEwEu
TABLE A, SHEET 1 IsconipiyingwiM the Flarkki
Suiding Code \9 1 1 '2(• 3
EMBEDMENT: SEE Acceptance140
TABLE A, SHEET 1 EDGE DISTANCE: Expiration DA� .?dZ•f-
SEE TABLE A,
EMBEDMENT: SEE METAL TYP., SHEET 1y�p CMImA
TABLE A, SHEET 1 EDGE DISTANCE: SEE ANCHOR
EDGE DISTANCE: O SEE TABLE A,
NOTE 4, SHEET 1
2X WOOD 2X WOOD SHEET 1
TYP., SEE ANCHOR no�)iSEE TABLE A, TYP., SEE ANCHOR
NOTE 3, SHEET 1 SHEET 1 NOTE 3, SHEET 1 2-1/16"
+
f SMS ANCHOR TYP., i
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
&TABLE A, SHEET 1 BEYOND THE ����aO��'• '����A�
EXTERIOR4 O EXTERIOR METAL �� ' \�c N Y/l
EXTERIOR
�j 1/4" MAX. SHIM SUBSTRATE
Ir 1/4" MAX. SHIM —� I� _
1/4" MAX. SHIM _ No. 58705 =
E 2-TRACK FRAME JAMB pE 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB
Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION � �I �� �\`
Description: O S"ATE 1 (,�
1070 TECHNOLOGYICE,FL4275 ANCHORAGE DETAILS
N. VENICE,FL 34275 � °••,LOR1L�a.••'
41)480-1600
Revsd By. Date: Revisions:
CERT OFAUTH.#29296 AL 770 ALUM. SGD - LM IMPACT '' 5/p ��� ���?���
JR 04105117 C NO CHANGES THIS SHEET. I I I i I
Series/nnodel: Scale: Sheet: Dl,,,,I,. Rev: A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date: O SGD-770 NTS �2 °� 22 PGT0130 C P.E.#58705
JR 10/10/94
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 CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED
PER TABLE TABLE A, SHEET 1 * ON MIN.ALLOWED.
A, SHEET 1 2-1/16"* PER TABLE 2-1/16"* PER TABLE 2-1/16"
A, SHEET 1 A, SHEET 1 1/4„ * DIAGONAL O.C. IS
EXTERIOR < _ _ > r MAX. MIN 4" (HEAD &SILL)
- 1 - - `1 —i SHIM OR 6" (JAMB)SEE
DETAIEMBEDMENT: 1/4" EXTERIOR 1/4„ EXTERIOR 110 & 11. SHEETS
SEE TABLE A, MAX. MAX.
SHEET 1 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
E 2-TRACK FRAME HEAD pE 3-TRACK FRAME HEAD pE 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE*EET01
BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 R NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR SEE ANCHORSEE ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (1/4" MAX.) SHEET 1 SHEET 1�
1 (1/4" MAX.) I (1/4" MAX.)
EXTERIOR EXTERIOREXTERIOR
NCRETE
2-1/16"* 2-1/1 �2-1/16"* 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
E 2-TRACK FRAME SILL pE 3-TRACK FRAME SILL (a 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION \,E0 CONCRETE INSTALLATION
EMBEDMENT: SEE �I rRODUCT RENEWED
TABLE A, SHEET 1 as complying with the FloAk
ptanceEMBEDMENT: SEE Ac No
TABLE A, SHEET 1 �� EDGE DISTANCE: Expiration Date
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, By �SI�.. ,�L►�-
EMBEDMENT: SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 �w G,u":
TABLE A, SHEET 1 �I TYP., SEE ANCHOR F 0 SHEET 1 SEE ANCHOR NOTE 3,
PROPERLY SECURED EDGE DISTANCE: NOTES &TABLE A, * SHEET 1
1X WOOD BUCK TYP., SEE TABLE A, SHEET 1
SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR I a 2-1/16"
SHEET 1 0 - „*f PROPERLY SECURED TYP., SEE ANCHOR
CONC./CMU ANCHOR 2 1/16 NOTES &TABLE A,
TYP., SEE ANCHOR 1X WOOD BUCK TYP., SHEET 1 CONCRETE
NOTES &TABLE A, SEE ANCHOR NOTE 3, CONCRETE OR CMU
SHEET 1 CONCRETE SHEET 1 I OR CMU EXTERIOR s ' PER TABLE \� 'Off`( LYNAI /,�
EXTERIOR PER TABLE A, SHEET 1 �\ t�`• '
OR CMU EXTERIOR L1GEN�F'•,��
�/1/4" MAX. SHIM PER TABLE A, SHEET 1
J�
A, SHEET 1 ID 1/4" MAX. SHIM If No. :58705
1/4" MAX. SHIM _=
2-TRACK FRAME JAMB pE 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB _
:vl
Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION 7�6 ' I I la. f�
Description: O STATE •` (U`'V
1070 TECHNOLOGY DRIVE r� '
N.VENICE,FL 34275 ANCHORAGE DETAILS ' F<oPic) •''
(941)480-1600 /
Revsd By: Date: Revisions: CERT.OFALITH.#29296 SERIES 770 ALUM. SGD - LM IMPACT � A�
JR 04105117 C NO CHANGES THIS SHEET. gNo. Rev: rf�L
Series/ModeC Scale: Sheet Drawin A.LYNN NI�LLER,P.E.
Drawn By: Date: Checked By: Date: O SGD-770 NTS 13 °t 22 PGTO130 C P.E.#58705
JR 10110114
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 FIGURES FOR
THIS
S
WATER SHEET ARE FOR
WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER ILLUSTRATIVE
WOOD ANCHOR TYP., INFILTRATION CONC./CMU
c SEE ANCHOR NOTES ANCHOR TYP., SEE PURPOSES ONLY. SEE
EMBEDMENT: &TABLE A, SHEET 1 E26 ANCHOR NOTES& ALLBAPPROV DT 1 FOR
SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1
� SUBSTRATES.
SHEET 1 28 ILLUSTRATION, SHEET 9) 0 1-1/4" MIN. EDGE DISTANCE
EDGE DISTANCE: SEE • EXTERIOR 3. SEE TABES 1-3,
SHEETS
TABLE A, SHEET 1 EMBEDMENT: °. .° 28
SEE TABLE A, P-HOOK MOUNTING REQUIREDD P-HOOK
FOR
26 SHEET 1 q ADAPTER CONC./CMU AND P-HOOK
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., Ln ° ANCHOR TYP., SEE
SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES &TABLE ANCHOR QUANTITIES.
6iE
::JT�
&TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE
CMU PER TABLE
ON SHEET 9.
ALSO SEE TYP.
(ALSO SEE TYP. 2.693" MIN. A, SHEET 1 TABLE A, SHEET 1 ILLUSTRATION, SHEET 9)
ILLUSTRATION, SHEET 9) EDGE DISTANCE
eP-HOOK FOR USE WITH FLAT SILL RISERS DE P-HOOK FOR USE WITH ANY SILL RISER
Jw PARTS#18, #20,#22 OR#24, Jc PARTS#18, #20, #22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU
NOTE 4, SHEET 1; ADAPTER SMS TABLE A, SHEET 1 ANCHOR TYP., SEE
TABLE A, SHEET 1 CMU PER TABLE
MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES &TABLE
BEYOND THE METAL ANCHOR NOTES A, SHEET 1
SUBSTRATE &TABLE A, SHEET 1 ° (ALSO SEE TYP.
28
(ALSO SEE TYP. EMBEDMENT: ILLUSTRATION, SHEET 9) rRODUC1'RENEWED
ILLUSTRATION, SEE TABLE A, m cow plying with the Fjorl�6
SHEET 1 28 Suideag Code
SHEET 9) P Acceptance No
EMBEDMENT: ) '� ° p tance _ 3�
SEE TABLE A, EDGE DISTANCE: SEE ° Expiratioe Date Z
SHEET 1L TABLE A, SHEET 1 30° ' c 1-1/4" MIN. EDGECE
3 iaati Dade CembW
f 30 f e f
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES iepn ANCHOR TYP., SEE
&TABLE A, SHEET 1 7T �J 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)
eP-HOOK FOR USE WITH BOX SILL RISERS DE P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS#19,#21, #23 OR#25, Kc PARTS#19,#21, #23 OR#25,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A&3A MOUNT MOUNT �� • ��CENgF •.��� ��
(SEE TABLES 1A, 2A&3A
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No 58705
1070 TECHNOLOGY DRIVE Description:
_-)3 a 2z
N.VENICE,FL 34275 ANCHORAGE DETAILS Off'•, SATE O
(941)480-1600 Title: j � •�10RiDQ`.•'' ��\
Revsd By: Date: Revisions: CERT OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT '%��f� .•••,....` ``,
JR 04/05/17 C NO CHANGES THIS SHEET.
Drawn By: Date: Checked By: Date: O Series/Model 1"'Ts
o/ Bev: E1 NJR 10110114 SGD-770 N 14 22 PGT0130 C YP � �� o�
CONFIG. EXAMPLES
MAX. UNIT
WIDTH MAX. UNIT WIDTH
HEADER DETAIL'A', MAX. NOM. PANEL WIDTH
SHEET 18; INSTALLATION DLO TYP. PER TABLES 1-3
DETAILS 'Aw'&'Ac', WIDTH INTERIOR
SHEETS 12& 13
NOTES: EXTERIOR
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS 90,
APPLICABLE. SEE DP/ANCHOR PANEL PANEL PANEL PANEL CORNER DETAIL'N2',
TABLES, SHEETS 6-8 FOR MAX. TYPE TOSS 'AS' TYPE SHEET 19 &CORNER
PANEL HEIGHT AND WIDTH. SEE ,A, K ANCHORAGE SHEET 11 '
SHEETS 18 & 19 FOR SECTION NOM. MAX. UNIT
DETAILS AND SHEETS 12-14 FOR MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL WIDTH TYP. I DLO PER 'M', SHEET 19
2) (1) LOCK(ITEMS 75& 107-110)AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE, LOCKING INTO LNJOTE2TABLES 1-3 1-3
KEEPER (ITEM 103)AT FRAME JAMB
OR ASTRAGAL. '� ['J JAMB DETAIL'G3', SHEET
3) PLEASE SEE APPLICABLE X X 18; INSTALLATION DETAILS
ASTRAGAL& INTERLOCK X 'Gw' &'Gc', SHEETS 12& 13
COMBINATIONS PER DP/ANCHOR
TABLES. DLO WIDTH = NOM. PANEL WIDTH -7"
900
SILL DETAIL'D', SHEET 18;7 DLO HEIGHT= DOOR UNIT HEIGHT- 10.125"
INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX PANEL HEIGHT= DOOR UNIT HEIGHT 1.866"
'Dw'&'Dc', SHEETS 12& 13
SILICONE HOT-MELT BUTYL
STRUCTURAL
SILICONE STRUCTURAL SILICONE 3/16"NOM.
BY OTHERS POLYISOBUTYLENE 1/4"NOM. FOAM
WITH
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS
#8X1" '
#10 X 1-1/2" PH SMS rRODUCTRENEWED
PH SMS as complying with the Find&
INT.GLASS INT.GLASS Acceptance -g_
Acceptance Na
Expiration!?ste_:`I l�Z S'
124 KODISPACE 4SG TPS 9 5 SUPER SPACER@NXTTM I�� ` .
-r —
Nuuni Prodaat CtFl
ALUMINUM
REINFORCEMENT POLYISO- DESICCANT FILL AREA
PANEL CORNER FRAME CORNER BUTYLEAL 5/16"NOM.
5/16"NOM. SEAL
DETAIL DETAIL BUTYL& ROLL-FORMED SILICONE SEAL
DESICCANT—
FOAM STAINLESS STEEL
EXT.GLASS
Part# Description Material EXT. GLASS
124 Kommerling 4SG TPS Spacer System See this
125 Quanex Super Spacer nXT with Hot Melt Butyl
Sheet for -*ANT
INT.GLASS
126 Quanex Duraseal Spacer Materials No. 58705
127 Cardinal XL Edge Spacer (i26;DURASEALO SPACER XL EDGETM
MSPACER = ': Q '
REFERENCE TEST REPORTS: FTL-8717,8968&8970
1070 TECHNOLOGY DRIVE Qj
Description: » '' tAT40 -
N. VENICE,FL 34275 ANCHORAGE DETAILS/EXAMPLE ELEVATION
(941)480-1600 Tile:
RevsdBy: Date: Revisions: CERT OFALITH.#29296 SERIES 770 ALUM. SGD - LM IMPACT ''�,`S�C�n ba L
JR 04105117 C NO CHANGES THIS SHEET. f'
Series/MoCeh Scale: Sheet: DIdWInONO. Rev: A.LYNIV'fV�1LLR,'�.E.
Drawn By: Date: Checked By: Date: ® of
JR 10/10/14 SGD-770 NTS 15 22 PGT0130 C P.E.#58705
CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
�'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
n '�—INSTALLATION DETAILS'Gw'& 'Gc', SHEETS 12& 13
�IXED JAMB DETAIL'G2', T�ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; DLO
'SHEET 18; INSTALLATION ETAILS 'L1'& 18; INSTALLATION DETAILS INSTALLATION DETAILS 'Aw' & 'Ac', WIDTH JAMB DETAIL'G3', SHEET
DETAILS'Gw' &'Gc', L2, SHEET 19 'Aw'&'Ac', SHEETS 12 & 13 SHEETS 12 & 13 TYP. 18; INSTALLATION DETAILS
SHEETS 12& 13 (- 90' �'Gw'& 'Gc', SHEETS 12& 13
m
PANEL PANEL PANEL PANEL PANEL PANEL m m
TYPE TYPE TYPE TYPE PANEL PANEL
'R' 'L' 'D' 'A' TYPE TYPE TYPE TYPE ° INTERLOCK DETAIL
MAX. A 'CS' 'OS' K MAX. 'M', SHEET 19
UNIT UNIT
NOM.
� � HEIGHT SILL DETAIL NOM. � HEIGHT 90° OUTSIDE CORNER
PANEL
/ WIDTH TYP. / / PER 'D', SHEET / PANEL / / PER DETAIL'N1 , SHEET 19 &
MAX. PER SEE TABLES 18; MAX. WIDTH TYP. SEE TABLES CORNER ANCHORAGE
DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1_3 SHEET 11
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR
'Dw' & 'Dc',
p a SHEETS 12 a a a EXTERIOR NOM. PANEL
& 13 X X WIDTH TYP.
PER TABLES
=SEERAME & MAX. UNIT WIDTH 1-3
MAX. UNIT WIDTH
PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dw' &'Dc', SHEETS 12& 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAIL'I1', SHEET 18;
ASTRAGAL DETAILS 'L1'& INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS 'Iw' &
L2, SHEET 19� '1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12& 13—\ HEADER DETAIL'C', SHEET
-1� HEADER DETAIL /"1 18; INSTALLATION DETAILS
JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET B', SHEET 18; 1 Cw' &'Cc', SHEETS 12 & 13
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
'Hw'& 'Hc', SHEETS 12& 13 'Jc', 'Kw' &'Kc', SHEET 14 DETAILS 'Bw'&'Bc', DETAILS 'Iw'Vic', SHEETS 12 & 13 -'OOD.CT RENEWED
SHEETS 12 & 13 Us Coll)Plying with the 1%A&
MAX. UNIT WIDTH Ruiding Code
MAX. UNIT WIDTH - Acceptance No
Expiration Date
PANEL PANEL PANEL PANEL
PANEL PANEL PANEL PANEL i TYPE TYPE TYPE TYPE Spade � ,
TYRE TYPE TYPE TYPE i 'M' F' F 'P'
MAX.
MAX. UNIT NOM. W'o i NOM. UNIT
HEIGHT PANEL ° i PANEL HEIGHT
PER WIDTH TYP. Q I / / WIDTH TYP. / PER
TABLES MAX. / / SEE PER / Q i SEE MAX. PER TABLES
1-3 DLO NOTE 2, TABLES 1-3 °a i —NOTE 2, DLO TABLES 1-3 1-3
HEIGHT SHEET 15 i SHEET 15 HEIGHT
I �IIIIt
a a a �; LYNj''
p
0 x x x I 0 .,........./I
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;:✓ EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; = No. 58705
BY-PASS) INSTALLATION DETAILS
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK - CA
_
'Ew' &'Ec', SHEETS 12 & 13 Fw'&'Fc', SHEETS 12 & 13 — E, 11 4E '
Description:1070TECHNOLOGYDRIVE TI (v��
N.VENICE,FL 34275 EXAMPLE ELEVATIONS �`�
(941)480-1600 Title:
Revsd By. Date: Revisions: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT �7,l011I?nF `�,.!�
JR 04105117 C NO CHANGES THIS SHEET. 1, l
Series/ModeC Scale: Sheet. Ora wino No. Revr A.LTIVN' ILLE�F�,P.E.
Drawn By: Date: Checked By: Date:
JR 10110114 y SGD-770 NTS 16 22 PGT0130 C P.E.#58705
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 STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 135 RECEIVER 135 RECEIVER
TYPES OUT IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE #118 W/HANDLE W/
W/HANDLE
#1 20 #61 #118 #61 #61� #61 C #61
:0
SINGLE F PP K L TR TQ TC TA TV TW
INTERLOCK
OUT (BOX OUT) 'n/
SINGLE
INTERLOCK C
S C P A C C /C SQ SC SA S V S V Y
IN (BOX OUT (BOX IN)
FIXED RR R S S FD FC FV FW
STILE
(BOX OUT) (BOX IN)
LOCKSTILE D M 7 J
W/HANDLE El
(BOX OUT) (BOX IN)
L1J ASTRAGAL / p PANEL NOTES:
� BOX OUT L/�
W/HANDLE (BOX OUT) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
ASTRAGAL ^I SIZES & DESIGN PRESSURE.
LL( BOX IN / V LEFT Q INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF
W/HANDLE (BOXIN)
J PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
EXTERIOR AND ARE NOT AVAILABLE.
ASTRAGAL T U STILE STILE
(n Box OUT 3. 90°ASTRAGALS TO USE HEAVY-DUTY STILES
(BOX OUT) (BOX OUT) (#61), CORNER RECEIVER (#118)AND EITHER
LL ASTRAGAL U
PANEL"E"SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120)CORNER
1 U Box IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
J (BOX IN) (B
4. 135°ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER R T Cl
LOCKSTILE (#61)AND CORNER ADDON (#31).
J W/HANDLE#120 232"
z EXT CORNER SILL RISERS OPTIONS a � .232"
90 LOCKSTILE Q T QS
W/HANDLE#119 •232" EXTERIORrRi)IJE%`C RENEWED
EXT CORNER#61 -�{ '232 EXTERIOR EXTERIOR 062" a 062 as complying with the Fkkd&
EXTERIOR I 4.055"
90 RECEIVER CT CS a a Buiding Code
W/HANDLE #118 a a 2.555"062" 3.305" Acceptance Nn(`7"(«r•03
INT CORNER #61 1.567" Expiration Date 22e2�
90 RECEIVER/� A T A S DF .062 a By rsti� .���+
W/HANDLE L — MiBpdQaie Cj4W
#118
EXT CORNER #118 CF 18* FSILL LUSHISER, FLAT* 20 LOWRIISIER; FLAT 22 MEDIUM,ISER,1 L 24AT HI GILL
RI 4 ER, FLAT
90 RECEIVER
#61 1/ 1/ '/ —� f, .750"
EXT CORNER #3�� V T V S V F —� 750"
135 RECEIVER 750" EXTERIOR
W/HANDLE #61 EXTERIOR .062"
INT CORNER #31 EXTERIOR EXTERIOR .062"
35 RECEIVER W T WS WF as a .906" PP .062" a 4.055"
W/HANDLE 3.305" !!7
#61 .062" 2.555" ! 7 /
1.567" I�XJ
a
19* SILL RISER, BOJ* 21 SILL RISER, BOX 23 SILL RISER, BOX 25 SILL RISER, BOX _ No. 58705
FLUSH, 1-1/2" O LOW, 2-1/2" O MEDIUM, 3-114" a HIGH, 4"
t i zZ
* NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 � - '• 1 44ja
. S ATE F �!
1070 TECHNOLOGY DRIVE Description: j F�
N. VENICE,FL 34275 , t Or�►DA
PANEL TYPES '�S • •••.... ��\.`
(941)480-1600 Title: r
/
`s Q E
Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT ��! / A�11 I \
JR 04105117 C NO CHANGES THIS SHEET.
Serles/Modes scale: sneer Drawing N°. Rev: A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date: ® I
JR 10/10/14 SGD-770 NTS 17 22 PGT0130 C P.E.#58705
ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105
LOCK PART 17
FULL LENGTH 14 75&107-110
14 106 OF JAMB 5 E 60 OR 61 5
60 OR 61 — DE 60 OR 61 2-TRACK JAMB 16
G1
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
6" LONG W/ RETAINER#106 OPERABLE 80 75&107-1110
105 PANEL CLIP
113 MID PAN (SHOWN WITH PANEL)
FIXED PANEL TO LOCK PART SEE DETAIL G2
5 THE INTERIOR) EXTERIOR 103 113 75&107-110 103 FOR FIXED 5
14 —9[ 147��I 103 60 OR 61
,EXTERIOR PANEL CLIP
�\// 15 5 t
112 DE 16 17 51
123 FULL LENGTH 6 40 G4 60 OR 61
#10 X 3/4" OF JAMB ID EXTERIOR
SMS,X 3 � 2-TRACK JAMB 51 52 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR ��//
CLIP#80 OR#105 W/SCREEN 15
6" LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
@ 80 (SHOWN WITH �E (SHOWN WITH VIXED
SHOWN WITH 11 (SHOWN WITH p12 (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) PANEL TO FIXED PANEL TOe OPERABLE PANEL)
60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR 15 EXTERIOR
2
112 I 1
3 4
45 5 113 5 113 5
52 51
69 EXTERIOR 69 EXTERIOR
EXTERIOR 53 a a
aM rRODUCT RENEWED
2-TRACK W/SCREEN 3-TRACK pE 4-TRACK MAX. UNIT Duid ng Code complying with1-h-(1
24 SHOWN WITH DE E g
OPT. SCREEN eFRAME HEAD eFRAME HEAD C FRAME HEAD HEIGHT PER AcceptanceNo 'v3
TRACK TABLES 1-3 Expiration Date -
t owe Con"
53 69 69 69
EXTERIOR EXTERIOR
52 51 72 OR 73 a 72 OR 73 a 72 OR 73
46 11
113 9 10
11 11
48 47 p g
EXTERIOR 112 5 113 113
a5 5
eDE 2-TRACK W/SCREEN pE 3-TRACK pE 4-TRACK ��cErvsF
FRAME SILL eFRAME SILL eFRAME SILL �•'
No. 58705
777
* ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES -- -
1-3, SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILE. '.�`
1070 TECHNOLOGY DRIVE Description.
N.VENICE,FL 34275 VERTICAL SECTION DETAILS '. ; •.FCORIOP.
(941)480-1600 Tate-
Revsd By: Date: Revisions: CERT OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C NO CHANGES THIS SHEET. /
series/Modes state: sneer. Drawinallo. Rev: A.ILYNIIJII�IILLLR,P.E.
Drawn By: Date: Checked By: Date:
JR 10110114 SGD-770 0' 22 PGT0130 C P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR
5 61 113 118
28 28 7
30 113
11EFI
27 63 26 27 63 103
*
62 111 e
60OR61 60OR61
CP 65
29 14
29 120
5
65 65
IDEXTERIOR 111 n EXTERIOR 111 90° R
62 v 62 EXTERIOR INTERIOR EXTERIOR E P-HOOK FOR FLAT SILLS DE P-HOOK FOR BOX SILLSINTERIORe(EXT. OR INT. MOUNT) eEXT. MOUNT ONLY
LOCK PART LOCK PART LOCK PART
75&107-110 75 8 ,
61 75&107-110 5 DE
M INTERLOCK
14
113
60 60 61 61 118 5
113 113 11 * ITEM#61 (HEAVY-DUTY
EXTERIOR �EXTERIOR
113 003 5,5EXTERIOR 7 STILE) SHOWN, ITEM#60
67 68 (STANDARD STILE)ALSO
APPLICABLE, SEE TABLES
WITHDSTANDARD STILES#60 ARD ASTRAGAL#67D 2 WITH HEAVY-DUTYHEAVY- STILESSTIES#61 N1 2-TRACKS OWN UTY ASTRAGAL#68 90' OUTSIDE CORNER N2 2 TRACIK SHOWDE N 1-3, SHEETS 6-8 FOR DP
(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 pROUiICT RENEWED
as complying with the Fbd&
31 LOCK PART Buiding Code -�(Z�•p3
75& 107-110 Acceptance No (9
4 INTERIOR 5 E Ixpiration Uate�
135° ����,pZ(
5 Q INTERIOR By 'Ll, �a
"aali Duk rodact Gorbr�R
11
7 135°
i
14 5 61 32 103
61
32 7u,EXTERIOR 61
V V_10ENSF
LOCK PART 31 103 61 EXTERIOR 7
75&107-110 14 DE 135° INSIDE CORNER (�
02 2-TRACK SHOWN '
DE 135° OUTSIDE CORNER No.5E705
01 2-TRACK SHOWN = "'
�s ATE o '�
i
1070TECHNOLOGYDRIVE Description: ���,•., R A �
N. VENICE,FL 34275 HORIZONTAL SECTION DETAILS, CORNERS ; S, •ZORIO ••�'t ,
(941)480-1600 Title. / 'S'/®' Gw .\
Revsd By: Date: Revisions:
CERT OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT �7 'L ,\`\�
JR 04105117 C NO CHANGES THIS SHEET.
SeriesrModeC scale: Sneet. OrawingN°. Rev: A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date:
JR 10110114 SGD-770 NTS 19 °t 22 PGT0130 C P.E.#58705
PGT PGT NOTES:
Item PGT# Description Item PGT# Description
Dwg.# Dwg.# 1)ALL ALUMINUM =6063-T6
1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2) ITEMS#33-39, 56-59, 66, 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 6TP248 VINYL BULB WSTP.-THIN (INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
6 17317 617317 FRAME HEAD/JAMB 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 &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 1-1/2"X 1"X 3/4"HIGH FIN SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST. STL. ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899, DOW-995 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
16 17308 617308 3-TRACK JAMB 76 71032X1FPFX #10-32 X 1" FL.SS SCREW W/TYPE"F"TIP
17 17311 617311 4-TRACK JAMB 77 7103239 10-32 STEEL ZINC U-NUT
18 17322 617322 SILL RISER-FLAT. FLUSH, 1-1/2" 79 17357 617357 1"IG BEAD
19 17319 617319 SILL RISER-BOX FLUSH, 1-1/2" 80 17359 617359 7/16"BEAD/FIXED PANEL CLIP
20 17321 617321 SILL RISER-FLAT,LOW, 2-112" 81 17360 617360 9/16" BEAD
21 17318 617318 SILL RISER-BOX, LOW,2-1/2" 82 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT._ MEDIUM, 3-1/4" 83 61745 1745 LOWE INC, 1/2"X 1/16"SGL. SIDE ADH.TAPE, POLYETH.
23 17354 617354 SILL RISER-BOX. MEDIUM. 3-1i4" 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 71696 DUST PLUG
26 17333 617333 POCKET P-HOOK 103 8186 78186X 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 FIXED PANEL CLIP-6" LONG
29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9/16"
30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
31 17378 617378 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
32 17376 617376 135 FIXED 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 t'RODUCT RENEWED
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 71 OX34PPSDAX #10 X 3/4" PH. PN.TEK-S.S. as comPiYing with the
i3niding Code
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP, .270 X.170-FIN SEAL Acceptance Na I/—wn-03
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X.230" FINSEAL Expiration Date
�GJ
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10 X 1-112" 1S1
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1" Miami ~
45 4317 612256 SCREEN TOP RAIL 116 720XlX #14-20 X 1"S.S. C t
46 4318 612257 SCREEN BOTTOM RAIL 117 720X112X #14-20 X 1-112"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 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER, 7/8"
51 1692 61692 SCREEN SPLINE-.165"
52 1694 61694 SCREEN SPLINE-.150"
53 61816C20 SCREEN CLOTH ; i� >i
54 1725 112"X 4"X 1/16"SET.BLOCK, NEOPRENE 85+/-5 >
� �'� , ty1vEFJS`c'•.Ifs>.
55 1726 1"X4"X 1/16"SET. BLOCK, NEOPRENE 85+/-5
Nc. 58705zu
_
1070 TECHNOLOGY DRIVE Description: �_S' ,�F .-*
/ \
N. VENICE,FL 34275 PARTS LIST > T F 6�C!\
(941)480-1600 Tine: >j/ V 'r C0�1� `�6���\
Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT ON AL
JR 04105117 C NO CHANGES THIS SHEET.
Senes/Mod.l Scale: Sheet. Drawing No. Rev: ,
Drawn By: Date: Checked By: Dare.' T
A.Ll1f4f� ILL�R,P.E.
JR 10/10/94 SGD-770 NTS 20 of 22 PGTO130 C P.E.#58705
5.069" 8.562" -I 0.080" ij 1.36"
1.36" 7
�
71.872"
1.211" 1.505"
0.0 i f 81"
0.062" -� 1.019tt
0.081" O2-TRACK HEAD 10 4-TRACK SILL 0.081" SCREEN f
(6063-T6 AL) (6063-T6 AL) 40 STILE
6.198" (6063-T6 AL)
6.198" 6.526" 5.069"
0.080"
1.045"
1 �
1.211 .505""
1.993" 0.062"
o.os1" i
O2 2-TRACK HEAD W/SCREEN TRACK Os 3-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 TOP RAIL
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRACK JAMB Wit
15 6.221" SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
1.211L 1.505" 0.875"
i 1.36" r
1.993"
0.081" iN-
(6063-T60.062"
O3 3-TRACK HEAD Og 2-TRACK SILL W/SCREEN TRACK 0.081"
AL) (6063-T6 AL) SCREEN
46 BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" �I 0.081"
0.080"
PRODUCT RENEWED
1" 1.505' 7.105 as complying with the l�1mAk
1.21
" Buiding Cod" l--((? •63
y Acccptance Na__�____�
1 9.141" Expimdou Date Z
0.081" O4-TRACK HEAD O7 2-TRACK SILL BY,
(6063-T6 AL) (6063-T6 AL)
�I 1.514" f 1 i 0.060"
r 0.062" 1
1.260"
0.532" i 0.760"
0.060" 1.516" 1.990"
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREENLYN'vA
6 12 '�J�l�i
ADD-ON O 13 ADD-ON END ADD-ON 16 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS - No. 58705
OR 3/16" MASONRY OR 3/16" MASONRY 17 4-TRACK JAMB _
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C. (6063-T6 AL) - -u :a
1070 TECHNOLOGY DRIVE Description: � � S!A•(O
N. VENICE,FL 34275 EXTRUSIONS �'f ORIO^.•' �+ �
(941)480-1600 rue: �/7 •••`.•`••
Revsd By Date: Revisions. CERT.OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT '�; 0,NAL �•�'
JR 04105117 C NO CHANGES THIS SHEET. (I 1(` + 6 !t ``
Series/Model Scale: Sheet Drawing No. Rev: A.LYNXM('LLER.P.E.
Drawn 6y: Date: Checked By: Date:
JR 10110114 SGD-770 NTS 21 0 22 PGTO130 C P.E.#58705
0.718" y 0.83"
2.304 � 3.802" ►j
3.802" - l�� � 0.752"
i 0.752" L- 0.885"
�- _ 1.163"
0.574 0.796" l
0.062" 0.080" f 0.062" L
0.264" 0.233" - 0.062' i f
@FRAME SILL HOO P-HOOK MOUNTING P-HOOK SCREW
SCREW COVER 11 TRACK 2s P 063-T 28 ADAPTOR 29 COVER 0.080" 3o (6 HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
.l t 4" � 4" _
155" + 2.30" 1.488" 1
1.739" -il
0.0801. -�
0.830" 0.062" 0.133" 0.062" 1.303"
R
1.600 1.600 1.080" l 1.888"
0 1
.016" 1.974" 3.125" �� 4�- 3.125" 0.062 0.325"
2.44"
@
31 135° CORNER INTERLOCK INTERLOCK
32 135° FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE 62 65
(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"
4.125" -
1.050" 1.050" 1.050"
0.075 0.075 1.645" 0.062" 1.304" l 1 l
1.645f" A 1 1
'289 0 .611" .485"
i
} .045"
4� 3.25„ .045" f 045"
0.125' 0.281"
s7 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL GLAZING G.) 80 BEAD, F XE wRODUCTREN�l ED
GLAZING
81 BE0AD LAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 79 AD (I
(6063-T6 AL) PANEL CLIP (6063-T6 AL) as compiyiagwith the Rod*
(6063-T6 AL) wag Code
Acceptance No
-� 1.003" Expiration Da' c-
1 4 - 5.621" 8fia�f P>ndret Cow
0.757" 0.080"
0.050"
@FIXED
105 PANEL CLIP f 0.709" 2.893" � � 0.133"
1.498" 0.133 1.498
0.0 1
.550" (6063-T6 AL) 2 80"f, � 0.863 1
1 4" ���i! lllrr
0.709" 123 FIXED PANEL 5.621" `� �� 11 N
@ RETAINER, 7/8" 120 90° INSIDE CORNER ASTRAGAL ,�` ,AO •.•••...
0.080" �Ilf (6063-T6 AL) 2.826 119 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) `` '��.• ���ENS'F '• %ter%
FIXED PANEL 118 90° CORNER RECEIVER (6063-T6 AL) , No. 58705
106 RETAINER, 9/16" (6063-T6 AL) _
(6063-T6 AL) :-� -� Qf
1070 TECHNOLOGY DRIVE Description: 0. qT OF ��(
N.VENICE,FL 34275 EXTRUSIONS "40RION • r-t\�
(941)480-1600 Tile: // S
Revsd By: Date: Revisions: CERT OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT � 0 `AL
JR 04105117 C NO CHANGES THIS SHEET.
Drawn By: Date: Checked 8y: Date: ® Se nes/Modes state: Sneer FqNo. Rev: A.LYNN MILLER,P.E.
JR 10110114 SGD-770 NTS 22 °t 22 PGTO130 C P.E.#58705