HomeMy WebLinkAboutAPPROVED 19-1126.03 SGD M IAM I•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'& 1350 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 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 Date: February 17,2025
Approval Date: January 09,2020
� 6 Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals under file#15-1013.15
A. DRAWINGS
I. 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 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 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 12/29/09, 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. 09-0826.109
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-5" 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-51h 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 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.
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 04/05/17, 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-6t'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-6` 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, Inc. 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 917-0420.12)
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"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 (6tb 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. ` . (tlla 12\11
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 Distance Embedment Metal Thickness
s
#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" 9116" 0.090"
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET& GLAZING DETAILS ON SHEETS 4 &5. #12 410 SS SMS, All A36 Steel 318" 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-Gator® 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 1-1/4"
3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS I I All Southern Pine(SG=0.55) V, 1" 1-3/8"
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO #12 Steel SMS(Gr. 5) Southern Pine Alu(SGminum
=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 3/8" 9/16" 0.0501,
0"
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate) A36 Steel 3/8" 9/16" 0"(18
Gr. 33 Steel Stud 3/8" 9/16" 0.045"(18 Ga)
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4"Elco UltraCon® 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, Fu=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) 2-112" 4" 1-3/4"
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/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 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)
Type ANCHOR NOTES
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 3116"HS Glass with.090"SG Interlayer DISTANCE AND SUBSTRATE REQUIREMENTS.
G4A 9116"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 1X ARE LESS THAN 1-1/2"THICK. ytt1 uUC-T RENEWED
G6 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7116"Laminated; (2)Lites of 3/16"HS Glass with.090"SG Interlayer .2$ra;E:pByiragwith t60
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
neAft
G6A 1"Laminated I.G.: 1/4"T Exterior Ca +5/16"Air Space+7/16"Laminated; 2 Lites of 3/16" HS Glass with.090"SG Interia er Buid►ng Code
G7 7/16"Laminated: (2)Lites of 3/16"ANN Glass with 090"SG Interlayer ( ) y INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS Acceptance Na �3
G7A 9/16"Laminated: (2)Lites of 1/4"ANN Glass with.090"SG Interlayer 1
DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS Expiration Date �,21
G8 1"Laminated I.G.:3/16"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 (114
G8A 1"Laminated I.G.: 1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated; (2)Lites of 3/16"ANN Glass with.090"SG Interlayer LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS 11EinmdDttd Prod�ctCt�111s1.
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"TROSIFOL®PVB BY KURARAY AMERICA,INC. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
"SG"=.090"SENTRYGLASID 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 f
NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT,
SHEETS 6,7&8 MISSILE IMPACT RESISTANCE ELEVATIONS..................... 15,16
PANEL/SILL TYPES.........17 MAX. 1/4"THICK& 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY \\��,()N� �-�� )%`f
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO LiGENs
CODES/STANDARDS USED: CROSS SECTIONS............18,19 THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
o2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST....................... 20 SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED No. 587(?5
ar
02014 FLORIDA BUILDING CODE(FBC),5TH EDITION EXTRUSIONS.................... 21,22
oASTM E1300-09 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
AANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. Ilf
_-� �•
°ALUMINUM DESIGN MANUAL,ADM-2015 Description: 5
oAISI S100 12 1070TECHNOLOGYDRIVE �� ISAT E O r
aAISC 360-10 coRia� e
N. VENICE,FL 34275 GENERAL NOTES AND MAP .'� . �•`
(941)480-1600 rile:
Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT /'��//ONAL-i
JR 04105117 C UPDATED TO FBC 2017.REVISED TABLES 1,2,3&A sen.sIModeh state: sheet Drawing No. Rev A.LYI(11�1IhI11LLtR,P.E.
Drawn By: Date: Checked By. Date: 7noF
SGD-770 NTS �' 22 PGT0130 �.' P.E.#58705
JR 10110114
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 r 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.
I 2)90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
Gw I 12 I OF ANY 2 STRAIGHT CONFIGURATIONS.
12 19 I —t
Gc Jw Jc I Gc J^ J0 I Z C)
MAX. UNIT 13 / Kw Kc i Z ° MAX. UNIT 13 1nn9 / 14 14 I a a o 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
w Kc IZa�
HEIGHT / 14 14 I°Q I HEIGHT / 19 / 14 14 I ¢
I w = PER TABLES 1-3 i Y~w "X" =OPERABLE PANEL,
PER TABLES 1-3 / I Y¢ / / V¢I=-
- I O a 'w O"= INOPERABLE PANEL,
POCKET l a w w i w w` "p" = POCKET DETAIL LETTER
I POCKET
_ I _s\f-- X "w" =WOOD OR METAL INSTALLATION
1-PANEL \� wJ�c 2-PANEL Kg) "c" =CONCRETE INSTALLATION
CONFIGURATIONS 12 13 CONFIGURATIONS 12 D3 SHEET NUMBER
MAX. UNIT WIDTH
MAX. UNIT WIDTH — DLO WIDTH = NOM. PANEL WIDTH-7"
Ac w Bc Aw Ac w Bc Cw Cc
DLO HEIGHT= DOOR UNIT HEIGHT- 10.125"
Aw
NOM. PANEL WIDTH PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866"
PER TABLES 1-3 12 NOM. PANEL WIDTH 13 12 13 PER TABLES 1-3 12 13 12 13 12 13
L1 L1 I Gw Gc L1 L1 L1 Jw Jc I
Gw Gc 19 19 Jw Jc I Q 12 13 19 19 19 14 14 I ¢
1w 1c 19 19 Kw Kc IwQz MAX. UNIT 12 13 19 19 19 A 1 locto
MAX. UNIT 12 13 14 14 I j a ° HEIGHT Iw Ic I Z)a�
HEIGHT 19 19 i w w w PER 12 13 19 19 19 I w _
PER TABLES 1-3 Y¢
�°Qw TABLES 1-3 iaaw
POCKET ILu
/ / / / POCKET
3-PANEL CONFIGURATIONS w oc w Ec 4-PANEL CONFIGURATIONS 12 1D3 12 E3 12 13 r °Di1CTRENEWR.l1
12 13 12 13 as ComplYmg With the
Buiding Code
Acceptance No (I—(I Z6-03
MAX. UNIT WIDTH — MAX. UNIT WIDTH Expiration Da 2 f'
NOM. PANEL WIDTH NOM. PANEL WIDTH Aw Ac BY 1 s& -
Aw Ac w Bc Cw Cc 12 13 viand Dade GtMlMlf
PER TABLES 1-3 12 13 12 13 12 13 PER TABLES 1-3 w Bc
12 13
Cw Cc
Gw Gc 1 Jw Jc I N1 12 13
12 13 19 19 19 19 14 14 I ¢ 19
w c �^ Kc i�'o MAX. UNIT N2 w
19 19 19 19 14 14 L' w 19 W SEE
12 1 MAX. UNIT Iw Ic / i w°—° HEIGHT O1 0 NOTE
HEIGHT 12 13 19 19 19 19 / i w¢w PER 19 2,THIS
PER TABLES 1-3 / / / / / I Q TABLES 1-3 / 02 / SHEET.
POCKET I EXTERIOR V12 13 \\ •��. ��CEitISF / /�� '��
—S\�---J 12 93
5-PANEL CONFIGURATIONS w �� w E� w Fc Fw Fc _ No. 58705 '
12 13 12 13 12 13 CORNER, TYP.
(OUTSIDE CORNER SHOWN, s
INSIDE CORNER SIMILAR) I 44/\
-�� � � I
1070 TECHNOLOGY DRIVE Description: i STATE ,
N. VENICE,FL 34275 EXAMPLE CONFIGURATIONS ..F40P10P,. ' N
(941)480-1600 Tale: 0!
RevsdBy: Date: Revisions: CERT OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT ''>;' nN,�L.
JR 04105117 C NO CHANGES THIS SHEET. `` , \
SeriesmnodeL Scaie: Sheet: DrawmgNc. Rev A.LYNN MII-LE4F�,P.E.
Drawn By: Date: Checked By. Date: ® or
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
19 19 19 19 19 14 14 I —
12 13 I 2) 90° & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
12 13 19 19 19 19 19 14 14 i o°o OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX. UNIT Iw Ic M M M M M
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°a w "X" = OPERABLE PANEL,
/ POCKET i "O" = INOPERABLE PANEL,
_s ___J "p" = POCKET
6-PANEL CONFIGURATIONS
12 13 12 13 12 13 f-DETAIL 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 DLO HEIGHT= DOOR UNIT HEIGHT- 10.125"
12 113 19 19 19 19N 195 19 14 14 i a°o PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866"
MAX. UNIT Iw lc M M M M M M
HEIGHT 12 13 19 19 19 19 19
PER TABLES 1-3
1o�w
POCKET c'-uo
IIL
—���---�
7-PANEL CONFIGURATIONS
12 13 12 13 12 13 rt{pfW'C"#`R,E1RtE'Vl""
"c0m0yft Wi*tge FlWW
Buiding Code l 126•03
MAX. UNIT WIDTH AcceptenceNo�._...�
Expiration Date.N4t'L414,
NOM. PANEL WIDTH Aw Ac w TB Cw Cc By�__��_�i__���``,,��` •
PER TABLES 1-3 12 13 12 13 12 13 �4w ni�#�It�dtaret.�IIIM�'
I
It
L1 t
t19
t
t19
k19
L1 Jw Jc I
19 19 14 14 I Q
L2 L2 w KcI o 19 19 14 14 10 IMAX. UNIT M M / I j a W
HEIGHT 19 19 / 12 ¢z
PER TABLES 1-3 / / / / / / / i 0� \`� �'I I I 11111�7
1a tl
Lu
V) '
POCKET i
8-PANEL CONFIGURATIONS w oc w Ec w Fc = No. 58705
1070 TECHNOLOGY DRIVE Description:
N.VENICE,FL 34275 EXAMPLE CONFIGURATIONS %
Revsd By: Date: Revisions. CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT /�f�'�'"'I m I �0
FJR 04105117 C NO CHANGES THIS SHEET.
Sehes/ModeC Scare: Sheet D—ng No. Rev A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date: ® of
JR 10/10/14 SGD-770 NTS 3 22 PGTO130 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 3116" HS GLASS
.090" PVB
.090" PVB .090" SG 3/16" HS GLASS
3/16" HS GLASS 74 3/16" HS GLASS 74 3/8"AIR SPACE 74
82 a2
3/16"T GLASS
� 1 1 83
EXTERIOR O 3/4" NOM. EXTERIOR O 3/4° NOM.
GLASS GLASS 124-127 3/4" NOM.
BITE BITE GLASS
BITE
EXTERIOR
s0 980
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
1/4" HS GLASS 74 1/4" HS GLASS 74 5/16"AIR SPACE 74
1/4"T GLASS
82 82
83 i rRODUCT RENEWED
plying with the Elodk
0 BaidingCode
EXTERIOR EXTERIOR 3/4" NOM. Acceptance No 1
3/4" NOM. 3/4" NOM. "� 2 03
GLASS GLASS 124-127 GLASS Expiration Date a BITE a BITE BITE BY i s� AJ11_ \SC_
EXTERIOR diaWum&,
81 81
l 6
79
54 rr54 55
9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
illt ;
. L1GENSF'�/�l�
GLAZING NOTES: No. 58705 ,
"ANN" =ANNEALED - -
"HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
"T"=TEMPERED s^~
1070 TECHNOLOGY DRIVE Description: �./.•', STATE ATE OF •���
"PVB" = .090"TROSIFOE PVB BY KURARAY AMERICA, INC.
N.VENICE,FL 34275
, GLAZING DETAILS % A
"SG"_ .090"SENTRYGLAe BY KURARAY AMERICA, INC. (941)480-1600
Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT ONA,U
JR 04105117 C NO CHANGES THIS SHEET.
Series/Model Scale: Sheet. OrawmgNo. Re°� A�'LYM1INIM�t�LL�R,P.E.
Drawn By: Date: Checked By: Date: ® of
JR 10/10/14 SGD-770 NTS 4 22 PGT0130 C P.E.#58705
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 3/16"T GLASS
— � 82
83 83 i
EXTERIOR O 3/4" NOM. 3/4" NOM.
124-127 3/4" NOM. GLASS 124-127
GLASS
GLASS BITE BITE
BITE EXTERIOR
EXTERIOR f f
a ao
79 f 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 74 3/16"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 5/16"AIR SPACE 74
1/4"T GLASS 1/4"T GLASS
82 — rRODUCT RENEWED
83 83 as coamplyiag wtttl the rnr*
Sisiding Code
\0 13/4" NOM. Acceptance No Vi—l(2(o•b3
124-127 3/4" NOM. EXTERIOR GLASS 3/4" NOM. Expiration Date—=L��2S�
GLASS 124-127 GLASS
BITE BITE
BITE
EXTERIOR 8ti4iami Dride
f EXTERIOR
a 81 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
,�Illlrtll ,
\� �� ��cEntSF •.l�fi�
GLAZING NOTES: _ No. 58705
"ANN" =ANNEALED
"HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
"T"=TEMPERED a 1070TECHNOLOGYDRIVE �� l I� A�
"PVB" = .090"TROSIFOE PVB BY KURARAY AMERICA, INC. Description:
N.VENICE,FL 34275 GLAZING DETAILS <OfZI�F. \�`-
"SG"= .090"SENTRYGLAe BY KURARAY AMERICA, INC. '1/ S •••. p
(941)480-1600 nue: 1
Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT �'� ` 11 o�`l\`�
JR 04105117 C NO CHANGES THIS SHEET.
Series/Model state: sheet: OrawingNo. Rev: A.LYNN�ILLER,P.E.
Drawn By: Date: Checked By: Date: O SGD-770 NTS 5 O1 22 PGT0130 C P.E.#58705
JR 10/10/14
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, Sheet 17) Pressure, psf
YP 80" 84�� 90�� 96„
3A, 5, 5A. 7, 7A3 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 I B C D A I B IC 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 C4+1 C4+1 C4+1 C4+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
s 30" �" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8
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 C4+1 C4+1 C4+1 C4+1
CZ36 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 1 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 1 7+8 7+8 7+8 7+8 7+8 7+8 1 OH LENGTH
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
� 35" ~
E 42" DLO 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+87+8 7+8 7+8 7+8 7+8 7+8 7+8 w
41" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 :1!]
C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = p OH RATIO>_ 1
48" DLO Jamb 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 1 7+8 7+8 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES: OH RATIO= OH LENGTH
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. 86 complying with the
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" Expiration
a lVB- o�
Expiration Date Q,�
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
gy S U _ -
tMiami Dade ; Gt�lteA
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 \\0 1ItIII//
Inside �` � ..• �.....•
Inside Corner Corner Outside Etdg� .•{`�\p/
Corner
Part#61(Stile) Part 461(Stile) _- No• 58705
Part#60(x2) Part#60 Part#60 Part#60(Stile) part#60 Part#118(Corner Part#119 (Out.) parts#31  Part#61
Part#67 (Astragal) ) Part#120(In.) l l
Receiver (Corn. &Fxd Mount)
o •I , ;
Description: / y,{� F r
1070 TECHNOLOGY DRIVE / \` •• Or21 DJrr\
N. VENICE,FL 34275Y DP AND ANCHORAGE
(941)480-1600 rae: //ONAI i`;,
RevsdBy: Date: Revisions: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04/05/17 C REVISED TABLE 1.
Series/Model scale. sheet. OrawinoNo. Rev' A.LYNN MILLER,P.E.
Drawn By: Dale: Checked By: Date: ® t
JR 10110114 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 97-7/8"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 I B I C I D A I B I C I D A I B I C D A B C IF C I D A B I C D A I B C D
Head/Sill C4+1 C4+1 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 I C4+1 I C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1
24 17"DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 18 8 1 8 8 10 1 10 1 10 10 10 10 10 10 10 10 1 10 10 1 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+9 8+9 1 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
23"
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 6+7 6+7 1 6+7 17+8 7+8 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+10 9+10 9+10 9+10 1 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 I C4+1 I C4+1 C4+1
36" 29" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1 10 10 10 1 10 10 10 1 10 10 1 10 10 10 10 10 10 10 10
;r3 DLO 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 1 7+8 1 7+8 7+8 8+9 8+9 8+9 1 8+9 8+g 8+g 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
a 42 D35"LO 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+g 7+8 7+8 7+8 7+8 8+g 8+9 8+g 8+9 8+9 8+9 8+g 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+8 7+g 7+8 7+8 7+8 7+8 7+g 7+8 8+g 8+g 8+g 8+9 8+g 8+9 8+g 8+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 8 8 8 10 8 8 8
P-hook 1 6+7 1 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes
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
60" DLO Jamb 8 1 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+g 7+g 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. (+) DP DOOR UNIT HEIGHT- 10.125"
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH �—
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 O 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 ) = oritow�
Flush- 1-1/2" see note 3 O ascae�i+tyiingwitbl)re'F'liogr�llo
NOT RATED FOR WATER INFILTRATION. Low-2-1/2" + 46.67 ll Bu&ngCode
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 1 Accephmee 2— ',&7.
Medium-3-1/4" + 60.0
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Expiration Date 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE High-4" + 60.0 By OH LENGTH k t. .-
SEE NOTES 1-3 OH RATIO= �t
INSTALLED. OH HEIGHT Miami DadeP uetCood
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 @ 135'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-duty Stile
Standard Astragal Outside Corner Inside
Outside Corner
Corner
s�tllll;
Inside �� o'( LYN
Corner Outside e l l �\ �O �CE`�S `� '.
Inside Corner Corner
#61(Stile) Part#61(Stile) ( t.) Part#61(Stile) _ No. 58705
Part part#119Ou
Part#61(x2) Part#61 Part#61 part #6 (Astragal) Part#61 Part#118(Corner part#119 (Ou Parts#31  Part#61
Receiver) (Corn. &Fxd Mount) —_0 00
—
1070 TECHNOLOGY DRIVE oescriptio ST IE O-
% 0
N.VENICE,FL 34275 DP AND ANCHORAGE F<ORIDP
(941)480-1600 Tine:
Revsd By: Date: Revisions: CERT OFALITH.#29296 SERIES 770 ALUM. SGD - LM IMPACT � AA/� I
JR 04/05/17 C REVISED TABLE 2,REMOVED EXAMPLE. 'VA `
iy�1
Sedes1Modec state: sneer. Drawing No. Rev: A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date: ty of
JR 10/10/14 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, 801. 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 tAnchor
DLO Sheet 17) Pressure, psf
Stile/Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Group Flush- 1-1/2" see note 3
A B C D A B C D A B C D A B C D A B C D AC D + 46.67
Design Pressure +/-90.0 psf + -82.5 psf +/-75.0 ps Low-2-3-1/
4" +
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/ 0.0
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 1 6+7 1 6+7 6+7 1 7+8 1 7+8 7+8 7+8 j 7+8 7+8 r7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+g 8+9 8+9 8+9 1 8+9 SEE NOTES 1-3
Design Pressure +/-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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
F DLO Jamb 8 8 8 8 8 8 8 8 10 8 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 1 7+8 7+8 7+8 7+8 17+g 7+g 7+8 7+8 7+g 7+g 7+g 7+g 8+9 1 8+9 8+9 8+9 8+9 8+9 1 8+9 8+9
Design Pressure +/-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 C4+1 C4+1[Cf5+ C5+1 C4+1 C4+1
36 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 10 10 10 10 1010m- 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 8+9
E Design Pressure +/-90.0 Psf +/-82.5 psf +/-75.0 psf OH LENGTH
35" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C:4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2
42 DLO Jamb 10 8 8 8 10 8 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 =
P-hook 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 1 8+9 8+9 8+9 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 8+9 8+9 8+9 8+9 1 8+9 O
Design Pressure +/--90.0 Psf See Note A low +/-82.5 psf +/-75.0 psf = OOI OH RATIO>_ 1
48" 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
DLO 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+9 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= of emnptyingwtdtt)k0
g Code
BUILDING CODE SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Acce taneeN
( ) DOOR UNIT HEIGHT- 1.866" AcceptanceNa 11,'1126 U3
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Date 211�2j
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 INSTALLED.
*owi Doak fteftd Cow 1
THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 3, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18& 19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @
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
Outside Corner
C Corner
ri III7
Inside �`� �o .•'•�.�W
Corner Outside �� ��.•' L�CtNSc �<
Inside Corner Corner
Part#61(Stile) Part#61(Stile) No. 58705
Part#61(x2) Part#61 Part#61 Part#61(Stile) part#61 Part#118(Corner Part#119(Out.) parts#31  Part#61
Part#68(Astragal) Part#120(In.) �(
Receiver) (Corn.&Fxd �Mount) r ••• t �Z :� �`
® ATE OF� f/�
1070 TECHNOLOGY DRIVE Description: j��'• �/
N.VENICE,FL 34275 DP AND ANCHORAGE '��`S'
Revsd By.. Date: Revisions: CE RT OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT //�7'�`� �'L, NG\\\
JR 04105117 C REVISED TABLE 3,ADDED EXAMPLE.
Series/Model state: Sheet. Drawing No. Rev: A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date: ® o/
JR 10/10/14 SGD-770 NTS 8 22 PGT0130 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
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE "C5" CLUSTER SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2, SHEET 7 DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK 24' MAX. O.C.
POCKETS INTERLOCK CLUSTER, SEE
THIS AND 48" NOM.
SHEET SEE POCKET (10) P-HOOK -------- PANEL WIDTH DETAILS, SHEET 11 x x x x
/ x
JAMB MOUNTING xx x x x x x ` x x�1 x xx x x x x 6"MAX.
INSTALLATION, ADAPTER 6"MAX._ ( x x x x xxx xx x x x x
THIS SHEET ANCHORS MIDWAY �I o 3"MAX.
& SHEET 14 BETWEEN P-HOOK 4 PAIRS OF
7' e ANCHORS &AT 3" 101 ANCHORS
x FRAME x x TOTAL 8
FROM TOP & 14" O.C. I o ANCHORS 96"
MAX.�� 21"MAX.
BOTTOM z Q o UNIT ANCHORS)
4.051" ' 8" MAX. TO OPENING coo ®I o + 0 ®- P-HOOK HEIGHT O.C. PER JAMB
EDGE OF POCKET SEE w Cr ANCHORS x x (SEE JAMB
INSTALLATION z Q ® 14' MAX.O.C. } DETAIL
DETAILS 'Jc' &'Kc', >-`' ®' o�7M m o= P-HOOK BELOW)
I I
END PANEL SHEET 14 & PART " 1 o
1 W a ® MOUNTING x
T ANCHORAGE DETAILS 'J' &'K', u� 1 j j ,o, 3"MAX. ADAPTER x
24" MAX. (2 ANCHORS) SHEET 19 FOR a- �--�®1 I I ANCHORS -
O.C. P-HOOK L---- 6"MAX. lo-� — - x x x x x
+2" ------- x x x _ _ x x x x x .�' ���END PANEL
ANCHORS END PANEL x ' x r x xxx x x x x xxx x ✓' 6"MAX. ANCHORAGE(SEE
ANCHORAGE
ANCHORAGE '� x ' x x x x 1 x ' SKETCH BELOW)
(SEE SKETCH BELOW _, „ +2) �^+2" +2" +2" ANCHORAGE AN
LCENTERLINE 8"MAX.,TYP. ANCHORAGE 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,("+1"ANCHORAGE ONLY): AS NEEDED TO ALIGN THE
1 , 2)ANCHOR LOCATION SPACING FOR ANCHOR
DISTANCE TO NEXT EXTERIOR HEAD OR SILL IF A SPLICE
T QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: CLUSTER TO BE
48" CENTERLINE OF 24"O.C.OR LESS 21„ OCCURS AT THE P-HOOK.
NOM. • - INTERLOCK HEAD &SILL: 8" MAX. FROM FRAME CORNERS. MAX.
PANEL - SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE O.C. CRODUC!'RENaIVED
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND CENTERLINEOFENDPANEL Ba ,,�,g,,,.
WIDTH DETAILS, SHEET 10 f sscomPZY�w�tl�Flai�
iling Code
FORINTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64"f Acceptance No ��'(IZ6•�3
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR I Expiration Date 2• r
"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 1
3.5" REQUIRED AT THE MIDSPAN AS PER THE
ADDITIONAL ANCHORS 24"O.C. MAXIMUM. 6" MAX.
FIGURE ABOVE: $y 1�^ •1
�iiaad Dade '
LCENTERLINE 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
(• l DETAILS, SHEET 11 ��TERLOCK FOR ASTRAGAL FAOSTRAGAL (2 ANCHORS) g"
4.051„ I 3.5" I MAX. ok�� Iltrtl/
_\CEN.S6
• • • • '!� '
- _ No. 587
EXTERIOR CENTERLINE "+2"ANCHORAGE CENTERLINE "+2"ANCHORAGE CENTERLINE _ 05
I OF PANEL 3 OF PANEL 4 OF PANEL 5 j (� i 1
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS �� ���
1070 TECHNOLOGY DRIVE Description: ®:<' °• S ATE \
N. VENICE,FL 34275 ANCHORAGE SPACING & EXAMPLE PLANS Al ' . <oR�QP .• �tr''��
Revsd By: Date: Revisions: CERT �
OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT �`' I NAL•
JR 04105117 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. I I I I t,'
Series/Model Scale: Sheet OrawinoNo. Rev: A.LYNN�ILL�R,P.E.
Drawn By.: Date: Checked By: Date: O SGD-770 NTS 9 of
22 PGTO130 C P.E.#58705
JR 10110114
6" DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04"
INTERLOCK IF NEEDED INTERLOCK—,
CONDITION, USE INTERLOCK—'IF NEEDED 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
1.75" EXTERIOR 6" DIAG.
1.75"
3.5" 4
7" 7" 3.5 21"
11
4" DIAG. 1 W� 3
MAX.O.C. EXTERIOR
2.04" 2.04" 4" 21
5.64" MAX.
4 O.C.EXTERIOR 3.5" 4" DIAL. 6 MAX w7 EXTERIOR 7, EXTERIOR
ID 2-TRACK FRAME HEAD/SILL � 2-TRACK FRAME HEAD/SILL � 2-TRACK FRAME HEAD/SILL � 5.64"
ASTRAGAL OR INTERLOCK (cD-ASTRAGAL OR INTERLOCK (c_ASTRAGAL OR INTERLOCK f 2-TRACK
(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-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR.] SPLICE LOCATION 6" DIAG. FRAME JAMB
INTERLOCK IF NEEDED INTERLOCK CONDITION, USE INTERLOCK —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
o I I 21" EITHER IN THE EXT. OR INT.
2.04" 4" DIAL. 1 MAX. TRACK (INT. SHOWN)
4.08" 4.08 1 O.C. 1
2.04" 1 NOTES:
1. ALL DIMENSIONS SHOWN
5.64"I. ARE BASED ON MIN.
EXTOR 7„ EXTERIOR 7 4" DIAG. EXTERRRIOR 3,5" ALLOWED.
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V 3 5 6 MAX. f 2. FOR HEAD NC SILL SPLICE
3-TRACK FRAME HEAD/SILLER LOCATIONS/ANCHORAGE AT
(aD.ASTRAGAL OR INTERLOCK as ASTRAGAL OR INTERLOCK (a_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 ;i complyi RENEWED
r�s co►n plyiag with the
FOR SPLICE FOR SPLICED BaidingCode
ASTRAGAL OR_,_].SPLICE SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR ( Axpiratnee No - �- •�'
INTERLOCK � (FOR SPLICE CONDITION, DO NOT CONDITIONS ONLY: Ex���oop,� .,
IF NEEDED INTERLOCK INTERLOCK —^�'T
CONDITION, USE USE THIS DETAIL) SPLICE LOCATION
CENTERLINE I CENTERLINE I CENTERLINE By
'C6" CLUSTER DETAIL) WIFNEEDED
1.75 3.5'
3.5" 3.5" l
1
2.04" 4" DIAG. 2.04" 4" DIAG. 2.04"
2.04" t]jM4.08"
f }
4" DIAIG. I 2.04"
f �� 77
EXTERIOR EXTERIOR 7„ EXTERIOR 7" — . \\�� � +P�°�j°
n�_ �10ENSF'••���i
V 4-TRACK FRAME HEAD/SILL IG 4-TRACK FRAME HEAD/SILL ID 4-TRACK FRAME HEAD/SILL
(a)ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK (a_ASTRAGAL OR INTERLOCK No. 58705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") >L
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") WITH &WITHOUT SPLICE CONDITION -a
fto"
off- I�
1070 TECHNOLOGY DRIVE Description: ���` S i ATE OF
N.VENICE,FL 34275 ANCHORAGE EXAMPLE CLUSTERS - F
(941)480-1600 �cRtOA•'
Revsd By: Date: Revisions: CERT.OF AUTH.#29296 (SERIES 770 ALUM. SGD - LM IMPACT C� J/a,; ,•,�
JR 04105117 C NO CHANGES THIS SHEET.
series/Modem scale: Sheet. OrawingNo. Ree A.CYroffJifUIILLER,P.E.
Drawn By: Date: Checked By: Date: O SGD-770 NTS 10 et 22 PGTO 130 �. P.E.#58705
JR 10110114
2.04" 2.04" 2.04" INTERIOR 2.04"
INTERIOR "+1"ANCHOR
INTERIOR INTERIOR 7"'
4" DIAG. Vq DIAL. OINTER
/ °
6.12" 6.12' 3.5'
INTERIOR ° INTERIOR ° 7 INTERIOR 1
90° 3. 90° 3. 1 I CENTERLINE
o EXTERIOR ° EXTERIOR4" DIAL. ° 4" DIAG. OF PANEL
0 0
0 0 0 ° °
/ 4" 3 5"
3.5" 4„ 3.5" 4„ "+2"ANCHOR
2.04" EXTERIOR 7" —' 2.04" 2.04" 7 �'
/ 2.04" EXTERIOR EXTERIOR 8.94" i
r 2.04"
90° CORNER 90° CORNER 135° CORNER 135° CORNER ° 4" DIAG.
4
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3.5„
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER 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
900 ° 7„ 135° 2.04" 4" DIAG.
EXTERIOR °
.3 1 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" 4 OF PANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR EXTERIOR 7" 4„ INTERIOR ON "+2 ANCHOR INTERMEDIATE ANCHOR LAYOUT
7° i EXTERIOR ALL
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) ° E4�" DIAG. rRoDUCT RENEWED
as complying with the Fbrl1fi6
INTERIOR 6.12" INTERIOR 2.04" Steiding CodeAcoeptw".ma
2.04" 3.511 CENTERLINE Expiration
ation Date 'Z• 'Z�
6
4„ EXTERIOR 5.88" 12OF PANEL I N� �'��'~
° IF INTERIOR
{Maud iitldr QII��'
INTERIOR 90° 4 3.5" f 135 "+3"ANCHOR
7 2.04"
DIAG. ° °
" 3.5" °
6.12" + 4" DIAG. ° 6.12" 4.08"
30Co ° 7" EXTERIOR °
o o o o f
2.04" 3.5„ 4„ 4„ DIAG. 3.5" 4„ 3.5" I \\
EXTERIOR 7 EXTERIOR CENTERLINE �� \'4 .• '•••.•
2.04" OF PANEL `` �� . \GENSF
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) —
NOTES: (3-TRACK SIMILAR) � '. it
T
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TECHNOLOGYDRIVE Description: �0�'. STA • �!(��
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VEN/CE,FL 34275 ANCHORAGE, EXAMPLE CLUSTERS �`S, •.4OP,IDP••'
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. �s41�4ao-lsoo ride: �7/ S/ANAL
Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 770 ALUM. SGD - L M IMPACT '''r 11 1 1 1 1 �,\\
JR 04105117 C NO CHANGES THIS SHEET.
series/model: Scale: Sheet Drawin°No. Rev' A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date:
JR 10/10/14 SGD-770 NTS11 or 22 PGT0130 C P.E.#58705
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
SHOC] o MAX. o MAX. EXTERIOR SHIM ON MVIN.ALLOWEDD
SHIM EXTERIOR SHIM
_ 2. METAL OR WOOD
EMBEDMENT: �f f f f SUBSTRATES MAY BE
SEE TABLE A, J USED FOR ALL FRAME
FE�7
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 &TABLE A, SHEET 1 NOTE 3, SHEET 1 &TABLE A, SHEET 1 NOTE 4, SHEET 1 &TABLE A, SHEET 1
* DIAGONAL O.C. IS
2-TRACK FRAME HEAD pE 3-TRACK FRAME HEADBw e 4-TRACK FRAME HEAD MIN 4" (HEAD &SILL)
Aw WOOD INSTALLATION 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 ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE &TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE &TABLE A, SHEET 1 NOTE 4, SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN. OF 3 THREADS BEYOND
NOTE 5, SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1 (1/4" MAX.) SHEET 1) 1 SHEET 1�
(1/4" MAX.) 1 (1/4" MAX.) —
EXTERIOR EXTERIOR EXTERIOR EMBEDMENT: 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 S
3-TRACK FRAME SILL e4-TRACK FRAME SILL
WOOD INSTALLATION
E WOOD INSTALLATION Fw METAL INSTALLATION
Dw
EMBEDMENT: SEE ggjODUCT RENEWED
TABLE A, SHEET 1 as complying with the FbAl d
Su➢ding Code
EMBEDMENT: SEE Acceptance Na
TABLE A, SHEET 1 EDGE DISTANCE: ExpirationDateiZ.�
SEE TABLE A,
By
EMBEDMENT: SEE METAL TYP., SHEET 1 �
TABLE A, SHEET 1 EDGE DISTANCE: SEE ANCHOR
2X WOOD / EDGE DISTANCE: 2X WOOD P
SEE TABLE A, NOTE 4, SHEET 1
TYP., SEE ANCHOR SEE TABLE A, TYP., SEE ANCHOR SHEET 1
NOTE 3, SHEET 1 SHEET 1 NOTE 3, SHEET 1 + 2-1/16"
I SMS ANCHOR TYP., i
� l
2-1/16"* SEE ANCHOR NOTES
WOOD ANCHOR TYP., 2-1/16"* &TABLE A, SHEET 1
SEE ANCHOR NOTES � WOOD ANCHOR TYP., MIN. OF 3
&TABLE A, SHEET 1 SEE ANCHOR NOTES THREADS \�, v NAIA
&TABLE A, SHEET 1 BEYOND THE \, .......*.• iJ�
EXTERIOR I D EXTERIOR EXTERIOR METAL \,�` 1GEPv'gF l�
1/4" MAX. SHIM Ir 1/4" MAX. SHIM If `5 SUBSTRATE �•'
ID 1/4" MAX. SHIM No. 58705 =
E 2-TRACK FRAME JAMB pE 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB TSAqTE1
WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATIONDescription: i1070 TECHNOLOGY DRIVE Oc�
N. VENICE,FL 34275 ANCHORAGE DETAILS ` 40RION.•' \��
(941)480-1600 Tille: �/7��1 ........ZONAL ��
Revsd By: Date: Revisions: CERT OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT / I r+ II
JR 04/05/17 C NO CHANGES THIS SHEET.
Seri.sWcdel: lk
Sheet: Drawing No. Rev: A.LYNN M LLER,P.E.
Drawn By: Date: Checked By: Date: IT SGD-770 TS �2 °r 22 PGTO 130 C P.E.#58705
JR 10110114
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 2-1116"* PER TABLE 2-1/16"
A, SHEET 1 A, SHEET 1 1/4„ * DIAGONAL O.C. IS
EXTERIOR • - $ _ •t�2�
r MAX. MIN 4" (HEAD &SILL)
_ —i SHIM OR 6" (JAMB)SEE
1 � DETAILS,S, SHEETS
EMBEDMENT: 1/4" EXTERIOR 1/4" EXTERIOR
SEE TABLE A, MAX. /L, 0 MAX.
SHEET 1 SHIM fir' SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1XETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE CHOR 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
(a 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 ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (1/4" MAX.) SHEET 1� SHEET 1�
(1/4" MAX.) I (1/4" MAX.) T
EXTERIOR EXTERIOR 1% EXTERIOR s
NCRETE
2-1/16"* 2-1/16"* �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
�a 2-TRACK FRAME SILL pE 3-TRACK FRAME SILL (a 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE �I rRODUCF RENEWED
TABLE A, SHEET 1 as comply*with the Fb iek
ode
EMBEDMENT: SEE A epttancrj' �g"112t'6�
TABLE A, SHEET 1 ~� EDGE DISTANCE: Expiration Date-=�l�
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A,
EMBEDMENT: SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 mind Dakilro1w CON",
TABLE A, SHEET 1 �I TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3,
PROPERLY SECURED EDGE DISTANCE: NOTES &TABLE A, * SHEET 1
1X WOOD BUCK TYP., SEE TABLE A, SHEET 1 2-1/16"
SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR I a 2-1/16"
SHEET 1 *f TYP., SEE ANCHOR
CONC./CMU ANCHOR 2-1/16 PROPERLY SECURED 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 OR CMU EXTERIOR i s ' PER TABLE ���� NV MvAt�
EXTERIOR OR CMU EXTERIOR PER TABLE A, SHEET 1 �� ��`• '��CE,,�S, ' '��( �%
J L PER TABLE A, SHEET 1 ems• F ' .�
�/1/4" MAX. SHIM �— A, SHEET 1 1�jl 1/4 MAX. SHIM —� NO =_
1/4" MAX. SHIM � _- � : • :�8705
K FRAME JAMB E 4-TRACK FRAME JAMB -
DE 2-TRACK FRAME JAMB DE 3-TRACK -�3 :� _-
Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION I� ' `sCz
// �""'i
Description: 0 STATE �
1070 TECHNOLOGY DRIVE �,,{{••'•• ,•' •c0
N.VENICE,FL 34275 ANCHORAGE DETAILS ��.`S, '•'401d1OP.•• GN�\�
(941)480-1600 ree:
Revsd By: Date: Revisions: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT �''�rC,',��`��--
JR 04105117 C NO CHANGES THIS SHEET. a No. Rev: tt I
Series/Model Scale: Sheet Drawin A.LYNt�M�LLER,P.E.
Drawn By: Date: Checked By. Date: ® f
JR 10110114 SGD-770 NTS 13 e 22 PGT0130 C P.E.#58705
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
INFILTRATION CONC./CMU
WOOD ANCHOR TYP.,
c SEE ANCHOR NOTES ANCHOR TYP., SEE PURPOSES ONLY. SEE
EMBEDMENT: &TABLE A, SHEET 1 26 ANCHOR NOTES& ALLBAPPROVED LE A, SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1 SUBSTRATES.
SHEET 1 28 ILLUSTRATION, SHEET 9) 1-1/4" MIN. EDGE DISTANCE
€ EXTERIOR 3. SEE TABES 1-3,
EDGE DISTANCE: SEE f
SHEETS 6-8 FOR
TABLE A, SHEET 1 EMBEDMENT: • �'. .° 28 �
SEE TABLE A, :° P-HOOK MOUNTING REQUIRED P-HOOK
26 SHEET 1 q ADAPTER CONC./CMU AND P-HOOK
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., n_ ANCHOR TYP., SEE
SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES &TABLE ANCHOR QUANTITIES.
&TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE
CMU PER TABLE ALSO SEE TYP.
ON SHEET 9.
(ALSO SEE TYP. 2.693" MIN. A, SHEET 1 TABLE A, SHEET 1 ILLUSTRATION, SHEET 9)
ILLUSTRATION, SHEET 9) EDGE DISTANCE
SP-HOOK FOR USE WITH FLAT SILL RISERS DE 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 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 CONCRETE OR P-HOOK MOUNTING 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 28 &TABLE A, SHEET 1 EMBEDMENT: °° (ALSO SEE TYP.
rRODUCT RENEWED
(ALSO SEE TYP. • • ILLUSTRATION, SHEET 9) �complying wi
ILLUSTRATION, SEE TABLE A, ththe Fintd&
SHEET 1 28 Buiding Code
EMBEDMENT: SHEET 9) ° P Expiration
Acceptance at .. 126'0 3�
Ezpiradion Date Z
SEE TABLE A, EDGE DISTANCE: SEE °
SHEET 1 TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE
D1iami On& CotaftsA
f 30 + a 30 f
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES :Dz? ANCHOR TYP., SEE
JT t
&TABLE A, SHEET 1J7 t ANCHOR NOTES &TABLE
:15, 1�1
(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)
DE P-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 \� ��.•. ,� IJS / j�
(SEE TABLES 1A, 2A&3A MOUNT (SEE TABLES 1A, 2A&3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY l
No. 58705
=_ rya
1070 TECHNOLOGY DRIVE Description:
N.VENICE,FL 34275 ANCHORAGE DETAILS ��,�.''. S ATE o
(941)480-1600 Title:
Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT sSl .
JR 04105117 C NO CHANGES THIS SHEET.
Series/Model: Scale: Sheef: Drawino No. Rev: /LJV NI IL FVP\t
Drawn By: Date: Checked By: Date
: O SGD-770 NTS 14 °/ 22 PGTO 130 C II P. �� 05
JR 10/10/14
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
TABLES, SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
PANEL HEIGHT AND WIDTH. SEE TYPE 'QS� 'AS' TYPE SHEET 19 &CORNER
SHEETS 18 & 19 FOR SECTION A K MAX. UNIT ANCHORAGE SHEET 11
DETAILS AND SHEETS 12-14 FOR NOM.
MAX. PANEL � � MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL % I DLO PER M', SHEET 19
2) (1) LOCK(ITEMS 75& 107-110)AT HEIGHT SEE WIDPER TH YP HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE, LOCKING INTO ETE2tTAJB 1-3
KEEPER (ITEM 103)AT FRAME JAMB
OR ASTRAGAL. JAMB DETAIL'G3', SHEET
3) PLEASE SEE APPLICABLE X 18; INSTALLATION DETAILS
ASTRAGAL& INTERLOCK X 'Gw' &'Gc', SHEETS 12& 13
COMBINATIONS PER DP/ANCHOR
TABLES. \ 900 / DLO WIDTH = NOM. PANEL WIDTH -7"
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 rRODUCT RENEWED
P H S M S as complying with the Mori&
INT.GLASS INT.GLASS Buiding Code I`j- �126,03
Acceptance No /
Expiration Date 2
,z4 KODISPACE 4SG TPS 1z5 SUPER SPACERO NXTBy
TM
fAliami Product Cm"
ALUMINUM
REINFORCEMENT POLYISO- DESICCANT FILL AREA
PANEL CORNER FRAME CORNER BUTYLEAL 5/16"NOM.
5l16"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 \�������{ L 'NA/4k.
125 Quanex Super Spacer nXT with Hot Melt Butyl See thisGEN��'
Sheet for INT.GLASS INT.GLASS Q�•' �
126 Quanex Duraseal Spacer Materials
127 Cardinal XL Edge Spacer 126 DURASEAL® SPACER U XL EDGE TMSPACER No. 58705
REFERENCE TEST REPORTS: FTL-8717,8968&8970
1070 TECHNOLOGY DRIVE Description: i TATE k/
N. VENICE,FL 34275 ANCHORAGE DETAILS/EXAMPLE ELEVATION
(941)480-1600 Tide: i��S' .�tOR14t .•'
Revsd By: Date: Revisions: CERT.OF AUTN.#29296 SERIES 770 ALUM. SGD - LM IMPACT � �,SrO!`� ,L0 \'
JR 04105117 C NO CHANGES THIS SHEET.
Series/Modes is
cate: Sheet: Dmmna No. Rev: /�,.LYN�1 M LL f ��.E.
Drawn By: Date: Checked By: Date: ® of
JR 10110114 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;
' 9'�—INSTALLATION DETAILS'Gw'& 'Gc', SHEETS 12& 13
HEADER DETAIL'A', SHEET 18; MAX.
/FIXED JAMB DETAIL'G2', T�=IIS 'l
AGAL HEADER DETAIL'A', SHEET DLO
,SHEET 18; INSTALLATION 1'& 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' ---f"�'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' QS, K MAX. 'M', SHEET 19
NOM. UNIT UNIT
HEIGHT NOM. � HEIGHT 90° OUTSIDE CORNER
PANEL SILL DETAIL SEE TABLES CORNDETAIER ANCHORAGE
L'N1', SHEET 19 &
/ WIDTH TYP. / PER 'D', SHEET MAX. � PANEL PER
pAX• PER SEE TABLES 18; DLO / I WIDTH TYP. NOTE 2, 1_3 SHEET 11
TABLES 1-3 NOTE 2, 1 3 INSTALL PER
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR
a a 'Dw'& 'Dc', EXTERIOR
O X a X SHEETS12 a 'Gj X NOM. PANEL
( & 13jf� WIDTH TYP.
X x PER TABLES
MAX. UNIT WIDTH 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' &'Dc', SHEETS 12& 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS 'L1'& INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS 'Iw' &
L2, SHEET 19� ,'1 INTERLOCK DETAIL 'M', SHEET 19 'Ic', SHEETS 12& 13�
-� HEADER DETAIL'C', SHEET
�� - 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
INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw',
Hw'& 'Hc', SHEETS 12& 13 'Jc', 'Kw' &'Kc', SHEET 14 DETAILS 'Bw' &'Bc', DETAILS 'Iw'&'Ic', SHEETS 12 & 13 a 'sFili T RENEWED
SHEETS 12 & 13 -is complying with the FloH&
MAX. UNIT WIDTH Buiding Code �cl _1(2b'D3
MAX. UNIT WIDTH Acceptance No
Expiration Date 2
PANEL PANEL PANEL PANEL
PANEL PANEL PANEL PANEL i TYPE TYPE TYPE TYPE SJf
TYPE TYPE TYPE TYPE � ,M. 'F' 'F' 'P'
'R' L' 'M' 'F' I 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 i OTE 2, DLO TABLES 1-3 1-3
HEIGHT SHEET 15 i SHEET 15 HEIGHT
I tiillll
a a a p �-1 LYN&
o x x x I , ..........
I 11L
,
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18; /— EXAMPLE: XXXO SILL DETAIL 'F', SHEET 18; Z No. 585705
INSTALLATION DETAILS
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) _ :C( n __
Ew' &'Ec', SHEETS 12 & 13 'Fw'&'Fc, SHEETS 12 & 13 --0 ll
Description:
1070 TECHNOLOGY DRIVE TA (v��
N.VENICE,FL 34275 EXAMPLE ELEVATIONS '[ORIVp
(941)480-1600 rtle: �/ (✓� \'
Revsd By. Date: Revisions: CERT OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT 77Sft l�r-�,,!_ 5--
JR 04105117 C NO CHANGES THIS SHEET. I",,, \
SeriesModee Scale: Orawino N°. Rev A.L4rJN�ILL'E�f�,P.E.
Drawn By: Date: Checked By: Date: 2® ,
JR 10/10/14 SGD-770 NTS 16 ° 22 PGTO130 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 WI HANDLE #118 W/HANDLE W/
W/HANDLE#31
120 #119 #61 #118 #61 #61� #61 #61
�0
SINGLE INTERLOCK F PP K L TR TQ TC TA TV TW
OUT (Box OUT)
SINGLE INTERLOCK B E P A C C I C SQ Sc SA S V S W
IN I
(BOX OUT (BOX IN)
FIXED RR R S S FD FC FV FW
STILE
(BOX OUT) (BOX IN)
LOCKSTILE D n A I
W/HANDLE ,V' V
(BOX OUT) (BOX IN)
W ASTRAGAL I R PANEL NOTES:
L BOX OUT
W/HANDLE (BOX OUT) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
ASTRAGAL ^I SIZES & DESIGN PRESSURE.
W Box IN / V LEFT Q INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF
W/HANDLE (BOX PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE.
(n BOX OUT 3. 90°ASTRAGALS TO USE HEAVY-DUTY STILES
(BOX OUT) (BOX OUT) (#61), CORNER RECEIVER (#118)AND EITHER
LL ASTRAGAL T U
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120)CORNER
L1J Box IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
(BOX IN) (B
4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES
CORN
INT CER R T CI
CORN ILE (#61)AND CORNER ADDON (#31).
90 L
J W/HANDLE#120 232"
w EXT CORNER SILL RISERS OPTIONS .232"
z 90 LOCKSTILE QT QS
W/HANDLE#119 .232" EXTERIOR evz�DF;i c itElE1!'ED
EXT CORNER#61 --�{ '232 EXTERIOR EXTERIOR 062" a 062 as complying with the Florl&
W RECEIVER CT CS EXTERIOR IJ_j a 4.055"
062" Ruiding Code
W/HANDLE #118 � 2.555" 3.305" Acceptance No
INT CORNER #61 1.567" Expiration Date 2_ 12e'2
90 RECEIVER/� A T AS DF 062" 1 04�j By rsti..
W/HANDLE L — Miami Dade Ct>yrtnVl
#118
EXT CORNER*#61
1a CF 18* FSILL LUSHISER2FLAT ' 20 LOW,LRISER; FLAT 22 MEDIUM,SILL
RISER,1 FLAT 24 HIGH,RISER, FLAT
90 RECEIVER
---1 f~ .750"
EXT CORNER #3� V T VS VF —► 750"
135 RECEIVER 750'• � EXTERIOR
W/HANDLE #61 � � EXTERIOR � .062"
INT CORNER #31 EXTERIOR EXTERIOR 062"
35 RECEIVER WT WS WF a •906" .062" 4.055"
W/HANDLE 3.305"
#61 062" 2.555"
ICENSF
19, SILL RISER, BOX' 21 SILL RISER, BOX 23 SILL RISER,I 25 BOX SILL RISER,
I ER, BOX _ No. 58705 _
FLUSH, 1 1/2" LOW, 2 1/2" _ -
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHE 6-8 ;�() '• IST? � 44i�e
1070 TECHNOLOGY DRIVE Description:
N. VENICE,FL 34275
PANEL TYPES
(941)480-1600 Tue.
At-
RevsdBy: Date: Revisions: CERT.OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT ���/11�1 111 0
JR 04105117 C NO CHANGES THIS SHEET.
SerieslModec I scale.- sheet: DrawinoNo. Rev: A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date:
JR 10110114 SGD-770 NTS 17 °I 22 PGT0130 C P.E.#58705
ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 600 61
105
LOCK PART 17
FULL LENGTH 14 75&107-110
14 106 OF JAMB 5 G3 60 OR 61 5
60 OR 61 DE 16
G1 60 OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
6" LONG W/ RETAINER#106 OPERABLE 80 7b&107-110
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 5 103 60 OR 61
14 15 EXTERIOR PANEL CLIP
15 5
112 16
eE DE 17
123 FULL LENGTH G2 40 G4 60 OR 61
#10 X 3/4"' OF JAMB 15EXTERIOR
SMS,X 3 2-TRACK JAMB 51 52 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR ��//
CLIP#80 OR#105 W/SCREEN
6" LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
@ 80 (SHOWN WITH �E (SHOWN WITH H2 (SHOWN WITH IE (SHOWN WITH DI2 (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
a
THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR 15 EXTERIOR
W452
112
3 4
5 7 113 5 113 5
52 51
69 EXTERIOR 69 EXTERIOR 69
EXTERIOR 53 a a
rRODUCf RENEWED
2-TRACK W/SCREEN 3-TRACK DE 4-TRACK MAX. UNIT gaidinpCoddeit6theElstW4
SHOWN WITH DE DE g
OPT. SCREEN eFRAME HEAD eFRAME HEAD C FRAME HEAD HEIGHT PER Acceptance No
TRACK TABLES 1-3 Expiration Date 1 f
53 69 69 69
g EXTERIOR EXTERIOR
52 51
46 72 OR 73 72 OR 73 A 72 OR 73
11
113 9 10
11 11
48 47 p g
113
EXTERIOR 112 5 113
a5 rz
I LYN
Ai
DE 2-TRACK W/SCREEN DE 3-TRACK DE 4-TRACK
FRAME SILL (0)FRAME SILL eFRAME SILL 2'•'
No. 58705
77
* ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILE. _ -D 0-;
Description. � •' `!J•J
1070 TECHNOLOGY DRIVE �—A '' ,s1. r I E F
N.VENICE,FL 34275 VERTICAL SECTION DETAILS O
(941)480-1600 OR 10
rue:
RevsdBy: Date: Revisions: CERT OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT
JR 04105117 C NO CHANGES THIS SHEET.
series/Modes Scale: sheet: DrawinoNa. Rev: A:LYNMNIILL�R,P.E.
Drawn By: Date: Checked By: Date:
JR 10110114 SGD-770 NTS 18 e' 22 PGT0130 C P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR
5 61 113 118
28 30 113
27 63 26 27 63 11
103
62 111 63 60 OR 61
* *
60OR61 60OR61
28
5
29 14 65
29 120
7
65 65
EXTERIOR 111 EXTERIOR 111 90° EXTERIOR
62 62 EXTERIOR INTERIOR EXTERIOR
iDE P-HOOK FOR FLAT SILLS DE P-HOOK FOR BOX SILLS ° INTERIOR
(EXT. OR INT. MOUNT) EXT. MOUNT ONLY 90
60OR61
LOCK PART LOCK PART LOCK PART
75 8,107-110 75 8, 107-110 61 75&107-110 5 DE
M INTERLOCK
14
113
60 60 61 61 118 5
113 113 11 * ITEM#61 (HEAVY-DUTY
15 EXTERIOR EXTERIOR
113 103 119
EXTERIOR 7 STILE) SHOWN, ITEM#60
67 68 (STANDARD STILE)ALSO
STANAPPLICABLE, SEE TABLES
E WITH DSTAN STANDARD STILES#60 ARD ASTRAGAL#67DL2 WITH HEHEAVY- AVY-DUTY VY-DUTY STILES 2 ES#61 N1 2-TRACK SHOWN UTY ASTRAGAL#68 90' OUTSIDE CORNER 2 TRACIK S OWDE 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 rRODUCT RENEWED
as complying with the
31 LOCK PART Ruiding Code (g_ 2`,03
75 8,107-110 Acceptance Ns
4 INTERIOR Expiration Date_'Z : 7
5 5 Q INTERIOR by
135°
Miami Dade rodoet Coa>ts�R
11
7 135°
14 5 61 32 103
61 EXTERIOR 61
32
11 5
�� S` ,
LOCK PART 31 103 61 �EXTERIOR 7 ° INSIDE CORNER GEN
f(� i
75& 107-110 14 DE 135 � � •
02 2-TRACK SHOWN _�
Na. 58705
DE 135° OUTSIDE CORNER41
= .'
01 2-TRACK SHOWN
1070TECHNOLOGYDRIVE Description: �'• j ATE O
N. VENICE,FL 34275 HORIZONTAL SECTION DETAILS, CORNERS ;jo�?!�?A•
(941)480-1600 Tine: V/ S"/
Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT /''�oI�L,
JR 04105117 C NO CHANGES THIS SHEET.
SerieslM°del: state: Sneer Drawing No. Rev: A.LYNN MILLER,P.E.
Drawn By: Date: Checked By: Date:
JR 10110114 SGD-770 NTS 19 °t 22 PGTO130 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, 2-1/2" 81 17360 617360 9/16" BEAD
21 17318 617318 SILL RISER-BOX, LOW,2-112" 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. 3-1/4" 100 8052 48052 ROLLER ADJ. HOLE PLUG
24 17323 617323 SILL RISER-FLAT, HIGH,4" 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX, HIGH.4" 102 1696 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 rRODUCT RENEWED
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE ill 710X34PPSDAX #10 X 3/4" PH. PN.TEK-S.S. as complying with the Fjprj&
Guiding Code
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP, .270 X.170-FIN SEAL Acceptance No» r /'fl-4•O?j.,
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X.230" FINSEAL Expeon Date��GJ
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71 OX115PPX #10 X 1-112" B' f l-
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1" -
45 4317 612256 SCREEN TOP RAIL 116 720XlX #14-20 X 1"S.S. CUil�tpt
46 4318 612257 SCREEN BOTTOM RAIL 117 720X112X #14-20 X 1-1/2"S.S.
47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER
48 668 7SRAX STANDARD ROLLER-ST. STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 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 \\\��®�� L NIV,4,
54 1725 1/2"X 4"X 1116"SET.BLOCK, NEOPRENE 85+/-5 \ ��/
�\ t_%GENsCf i
55 1726 1"X4"X 1/16"SET. BLOCK, NEOPRENE 85+/-5
\ No. 58705
l , 44,
1070 TECHNOLOGY DRIVE Description: S .ATE I /
N. VENICE,FL 34275 PARTS LIST �\ F aL!\
(941)480-1600 rNe: /�l�V •'a'CORDy�` \`
Revsd By: Date: Revisions: CERT OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT '�%�'ONAL
JR 04105117 C NO CHANGES THIS SHEET. •` {
Series/Wdet Scate: Sheet. Drawing No. Rev: A.LY'N MILL k P.E.
Drawn By: Date: Checked By: Date.'
JR 10110114 SGD-770 NT.S 20 °' 22 PGT0130 C P.E.#58705
5.069" 8.562" 0.080" ----j 1.36"
1.36"
71.872"
1.211" 1.505"
i � 1 0.08171 .1 .1 1 " 1.019"
1 0.062" -�Zl
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"
1.211" 1.505"
i 1.993" 0.062"
o.os1" i
O2 2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) �4 2-TRACK JAMB 45 TOP RAIL
(6063-T6 AL) (6063-T6 AL)
7.105" 15 2-TRACK JAMB W/
6.221" SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
-�� 0.875"
11. .211" L �Ll 1.505" �-�
1 1.36"
1 1.993"
0.081" � 0.062"
O3 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.081"
(6063-T6 AL) (6063-T6 AL) i SCREEN
46 BOTTOM RAIL
9.142" (6063-T6 AL)
4.49" 0.081"
0.080"
PRODUCT RENEWED
1.211.1 1.505" 7.105" as complying with the!]orW
Beitdiag Ctxle ��..l(2(,•63
Acceptaece No
9.141" Expiration Date
0.081" qO4-TRACK HEAD O7 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL) s
�I 1.514" f 1 0.060"
r 0.062" 1
1.260"
0.532" i 0.760"
0.060" f 1 If 1.990"
1.516"
���iiIIIII ,
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN `\`ti N`{ LYN,V
ADD-ON 12 ADD-ON 13 END ADD-ON �6 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) Q
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) '0 :a
D
1070TECHNOLOGYDR/VE escription: S A'"E F
O OF
N. VENICE,FL 34275 EXTRUSIONS '•. CORIC •.• � �
41)480-1600
Revsd By: Date: Revisions:
CERT OFAUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT '� /O''��JA�-
JR 04105117 C NO CHANGES THIS SHEET. I I'
Series/Modes State: sheet TgN°. Rev: A.LYNMMILLER,P.E.
Drawn By: Date: Checked By: Date:JR 10/10/14 SGD-770 NTS 2� °t 2PGT0130 C P.E.#58705
0.718" 0.83"
2.304" -�{ � 3.802"
1 3.802" � 0.752" --I�
i 0.752" L-� 1 I 0.885"
l- " _ 1.163"
0.574 0.796" l
0.062" 0.080" f f 0.062" IL L
0.264" J 0.233" - 0.062' i
@FRAME SILL HOO P-HOOK MOUNTING P-HOOK SCREW f
SCREW COVER 11 TRACK 26 P 063-T 28 ADAPTOR 29 COVER 0.080" J 30 (6 HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
1 f Ott _
155" 4„
2.30" 1.488"
0.080"
0.830" 0.062" 0.133" 0.062" 1.303"
/ 1 1.600 1.600 1 1
/ .080" " l 1.888" 1
1.870 1
.016" 1.974" � 1 0.325"
2.44" 3.125" �� 3.125" 0.062" f
@
31 135° CORNER INTERLOCK INTERLOCK
32 135° FIXED MOUNT 60 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
3.979" .979"
4.125" -
1.050" 1.050" 1.050"
0.075 0.075 1.645" 0.062" 1.304" l 1 l
1.645" 1 1
.289" 045" 611" 485"
f .
I� 3.25" .045" f .045"
0.125"" 0.281" -J L
s7 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL LAZING 7/16" ING 81 BEAD LAZING
(6063-T6 AL) (6063-T6 AL0 ) (6063-T6 AL) 79 AD (I G.) 8o BEAD, F XE ��� �RENEWED
(6063-T6 AL) PANEL CLIP (6063-T6 AL) as compiyiegwith the fill"
(6063-T6 AL) Belding Code
Acceptance Ne-�-�7
-� 1.003" Expiration @ate L !!7/-�-.7w2r
4t, - 5.621 luot Pmductr~oa�A
0.757" 0.080"
0.050"
FIXE
105 PANEDL CLIP f 0.709" 2.893" 0.133"
(6063-T6 AL)
1.498" 0.133 � 1.498
0.080"
.550" 1 0.863
1 4" tillielltl<<
0.709" FIXED PANEL 5.621" 1 /
� ;r
123 RETAINER, 7/8" 120 90° INSIDE CORNER ASTRAGAL `�`�FAO .• AW//
0.080" �Ilf (6063-T6 AL) 2.826 119 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) �'�`. ��r,ENs�''•� � '�
FIXED PANEL 118 90° CORNER RECEIVER (6063-T6 AL) No. 58705
106 RETAINER, 9/16" (6063-T6 AL)
(6063-T6 AL)
1070 TECHNOLOGY DRIVE Description: �T TE OFF\
N.VENICE,FL 34275 EXTRUSIONS % 4ORION.•' \ �
(941)480-1600 rue: / /' ✓ ��\
Revsd By: Date: Revisions: CERT.OF AUTH.#29296 SERIES 770 ALUM. SGD - LM IMPACT '��, O�;'A� �`��
JR 04/05/17 C NO CHANGES THIS SHEET. 1 j!
Drawn By: Date: Checked By: Date: ® Se state: Sneer Orawing N°. Rev: A.LYNN MILLER,P.E.
JR 10110114 SGD-770 NTS 22 °' 22 PGTO130 C P.E.#58705