HomeMy WebLinkAboutNotice of Acceptance (2)M IAM I'DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .minmidade.eov/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 Door w / 90° & 135° corners — L.M.I.
APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 14-0128.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 15-1013.15
Expiration Date: February 17, 2020
�QI 0115
Approval Date: October 29, 2015
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
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)
3. 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
Manuel rerc, P.E.
Product Contro Ex miner
NOA No. 15-1013.15
piration Date: February 17, 2020
Approval Date: October 29, 2015
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
3. (CONTINUED)
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)
4. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51
Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
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-51 Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
2. Statement letter of no financial interest, 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° c135' corners - L. I. approved
on 02/12/15 and expiring on 02/17/20.
Manuel P e , P.E.
Product Control x miner
NOA No. 1 - 013.15
Expiration Date: February 17, 2020
Approval Date: October 29, 2015
E-2
SERIES 770. IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA
BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT
FLORIDA BUILDING CODE, AS APPLICABLE.
TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT
TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TABLE A:
Group
Anchor
Substrate
Frame
Member
Min. Edge
Distance
Min.
Embedment
1
1/4" Elco Ultracon
Concrete (min. 2.85 ksl)
Head/SIII/Jamb
1'
1318'
Ungrouted CMU, (ASTM C-90) Jamb only 2.112'
1-114'
Grouted CMU (ASTM C-90, min. 2 ksl grout) Jamb only 2-1/2"
13/4'
2
1/4" Elco 410 S.S.
CreteFlex
Concrete (min. 3.35 ksi)
Head/Sill/Jamb
V.
13/4'
Ungrouted CMU, (ASTM C-90) Jamb only 2-112"
14/4'
P.T. Southern Pine (SG=0.55) Head/SIII/Jamb 1"
1.395"
1l4" Elco Ullrecon
Concrete (min. 2.85 ksi)
Head/Sill
1'
13/6"
Ungrouted CMU (ASTM C-90) Jamb only 1"
1.1/4'
3
#12, 18-8 or 410
S.S. SMS,
(min. 11 threads/ln)
P.T. Southern Pine (SG=0.55)
Head/SIII/Jamb
9/16"
13/8"
Aluminum, 6063-T5' Head/Sill/Jamb 3/8"
0.063"
Steel, A36' Head/Sill/Jamb 3/8'
Steel Stud, A653 Gr. 33' Head/Sill/Jamb 3/8'
0.050"
0.0451"
114" Elco 18-8 S.S.
Aggre-Gator -
Concrete (min. 3.275 ksi)
Head/SIII/Jamb
1-112'
1318"
Ungrouted CMU, (ASTM C30) Jamb only 2-
1-114"
Grouted CMU (ASTM C-90, min. 2 ksl grout) Jamb only 2"
2"
. P.T. Southern Pine (SG=0.55) HeadlSlll/Jamb 1'
13/8'
4
#12, Steel SMS G5,
(min. 11 threads/in)
P.T. Southern Pine (SG=0.55)
Head/SiIVJamb
9116"
1318"
Aluminum, 6063-T5' Head/SIII/Jamb 3/8'
0.063'
1 Steel, A36' Head/Sill/Jamb 3/8'
0.050'
Steel Stud, A653 Gr. 33' Head/SIIIIJamb 3l8"
0.0451'
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
''P -HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR
ALL SPECIFIC P HOOK REQUIREMENTS
TABLE B, SEE DETAILS ON SHEETS 4 & 5
Glass
Type
Description (Listed from Exterior to Interior)
G3
7/16" Laminated: (2) Lites of 3116' HS Glass with .090" PVB Interlayer
G3A
9116" Laminated: (2) Lites of 114" HS Glass with .090" PVB Intedayer
G4
7116' Laminated: (2) Was of 3116" HS Glass with .090" SG Intedayer
G4A
9/16" Laminated: (2) Lites of 1/4" HS Glass with .090' SG Intedayer
G5
1' Laminated I.G.: 3116' T Exterior Cap + 318" Alr Space + 7116" Laminated; (2) Liles of 3116" HS Glass with .090" PVB Intedayer
G5A
1' Laminated I.G.: 1/4" T Extedor Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of 3/16' HS Glass with .090" PVB Intedayer
G6
1' Laminated I.G.: 3/16" T Exterior Cap + 318' Air Space + 7/16' Laminated; (2) Liles of 3116" HS Glass with .090' SG Intedayer
G6A
1' Laminated I.G.: 114" T Exterior Cap + 5/16" Alr Space + 7116" Laminated; (2) Lites of 3116" HS Glass with .090" SG Intedayer
G7
7116" Laminated: (2) Utes of 3/16' ANN Glass with .090" SG Intedayer
GTA
9116" Laminated: (2) Lites of 1/4" ANN Glass with .090" SG Intedayer
G8
1' Laminated I.G.: 3116" T Extedor Cap + 3/8" Alr Space + 7/16" Laminated; (2) Liles of 3116" ANN Glass with .090" SG Intedayer
G8A
V Laminated I.G.: 114" T Exterior Cap + 5116" Alr Space + 7116' Laminated; (2) Lites of 3/16" ANN Glass with .090' SG Intedayer
SC
10110114
MANUFACTURER,
1070 TECHNOLOGY,
N. VENICE FL 34275
CERT. OFAUTH. #28295
NOA DRAWING MAP
DESIGN PRESSURE RATING
SHEET
GENERAL NOTES .............
1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................
6-14
DESIGN PRESSURES .......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15,16
PANEL / SILL TYPES.........
17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
DESIGN PRESSURE RATING
IMPACT RATING
SEE TABLES 1, 2 & 3 ON
SHEETS 6,7 & B
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" = .090" BUTACITEeIS B BY KURARAY AMERICA, INC.
"SG" _ .090" SENTRYGLA Y KURARAY AMERICA, INC.
GENERAL NOTES AND MAP
SERIES 770 ALUM. SGD - LM
SOD -770 I NTS I 1 d 22 1 PGTO130
witlr thk
By
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<�.\,\CENSE '•. (cq
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No. 56705 •. ``;
tSo�cc) TA E OF
A //LYNN MILLER, P.E.
P.E.# 56705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
NOM. PANEL WIDTH
Aw Ac
PER TABLES 1-3
M2A13
14 1C I z a o
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Jw Jc p
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MAX.
a
HEIGHT
14 14
PER TABLES 1-3
I x
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aQw
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1�3:7
POCKET I y
-sed---'
1 -PANEL
1 13
CONFIGURATIONS
I F— MAX.
UNIT WIDTH -
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 1-3
2 -PANEL
CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
1 f� I I Gc
G Gc t19
19 Jw Jc - 1 ¢ 1 13
12 1c 19 14 1c loop MAX. UNIT \12A13/
MAX.UNIT1 13 1s 1 14 I $ Z3 HEIGHT Lu PER 1 le
PER TABLES 1-3 I v TABLES 1-3
POC_ 1 � ET � y J
3 -PANEL CONFIGURATIONS c wee
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
-sed---,
I
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
I
OF ANY 2 STRAIGHT CONFIGURATIONS.
Jw Jc Ipo„
t19
14 1C I z a o
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
14 14
I�ww
Y x
"X" = OPERABLE PANEL,
°a w
"O" = INOPERABLE PANEL,
I w
POCKET I m
"p" = POCKET
DETAIL LETTER
i y
WOOD OR METAL INSTALLATION
W"c" = CONCRETE INSTALLATION
1�3:7
SHEET NUMBER
MAX. UNIT WIDTH
Aw Ac c Cw
12 13 12 13 12 Cc 13
19
Jw Jc
19
14 14
19
t19
19
19
1s
W
M
POCKET
4 -PANEL CONFIGURATIONS
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
w c w c w Fc
12 13 1 13 12 13
MAX. UNIT WIDTH MAX. UNIT WIDTH
NOM. PANEL WIDTH Aw Ac w c Cc NOM. PANEL WIDTHYLEXTERIORI
A`"
PER TABLES 1-3 12 13 12 t3 12 13 PER TABLES 1-3
w
G G Jw Jc 1 1
1 13 19 t
19 19 14 14 I ¢
19 14 14 1 w o w MAX. UNITSEE
MAX. UNIT 12 3 I u y HEIGHTNOTE
HEIGHT\1192A-13 19 19 19 / I ti ¢ p PER2, THIS
PER TABLES 1-3 WTABLES1-3SHEET.
POCKET12
10/62015 1 A
5 -PANEL CONFIGURATIONS
THIS SHEET
1070 TECHNOLOGY I
N. VENICE, FL 34275
CERT. OFAUTH. #28286
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
EXAMPLE
TIONS
SERIES 770 ALUM. SGD - LM IMPACT
SGD-770 I NTS 12 a 22 1 PGTO130 I A
IM
No. 53705
l 0
� S"Ua LOF
A. LYNN MILLER, P.E.
P.E.# 58705
Jw Jc
1
14 14
1 Q
14 14
IRZQ
IW�¢N
SW
x
W
M
POCKET
i y
w c w c w Fc
12 13 1 13 12 13
MAX. UNIT WIDTH MAX. UNIT WIDTH
NOM. PANEL WIDTH Aw Ac w c Cc NOM. PANEL WIDTHYLEXTERIORI
A`"
PER TABLES 1-3 12 13 12 t3 12 13 PER TABLES 1-3
w
G G Jw Jc 1 1
1 13 19 t
19 19 14 14 I ¢
19 14 14 1 w o w MAX. UNITSEE
MAX. UNIT 12 3 I u y HEIGHTNOTE
HEIGHT\1192A-13 19 19 19 / I ti ¢ p PER2, THIS
PER TABLES 1-3 WTABLES1-3SHEET.
POCKET12
10/62015 1 A
5 -PANEL CONFIGURATIONS
THIS SHEET
1070 TECHNOLOGY I
N. VENICE, FL 34275
CERT. OFAUTH. #28286
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
EXAMPLE
TIONS
SERIES 770 ALUM. SGD - LM IMPACT
SGD-770 I NTS 12 a 22 1 PGTO130 I A
IM
No. 53705
l 0
� S"Ua LOF
A. LYNN MILLER, P.E.
P.E.# 58705
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT,
96" OR 120"
NOM. PANEL WIDTH
PER TABLES 1-3
Gc
1 gki3
MAX. UNIT U2A13J
HEIGHT 19A-13
PER TABLES 1-3
1
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
Aw Ac w c Cw Cc
12 13 12 13 12 13
19
19
19
19
19
14 14
19
19
9
9
19
19
19
19
19
19
19
/
/
19
19
19
19
6 -PANEL CONFIGURATIONS
MAX. UNIT WIDTH
r I
Jw Jc I
14 14 I
I "I
14 14 io�o
I1U81
x aw
a
POCKET 1 vWi
I
w c w c w Fc
1 13 1 13 12 13
19
9
rin
19
19
19
14 14
lobo
19
19
19
19
19
t
19
19
9
1an'-
19
19
19
19
19
7 -PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
Gc
1 13
w c
MAX. UNIT 1 13
HEIGHT 12 13
PERTABLES1-3
J
SC 1 10/812015 1 A
-rl.r---
Jw Jc
1
14 14
19
14 14
lobo
19
19
19
19
19
19
ly~x
Io�w
1an'-
POCKET
i y
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
"X" = OPERABLE PANEL,
"O" = INOPERABLE PANEL,
"p" = POCKET
DETAIL LETTER
X w' = WOOD OR METAL INSTALLATION
"c" = CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
THIS SHEET
8 -PANEL CONFIGURI
1070 TECHNOLOGYi
N. VENICE, FL 34275
CERT. OFAUTH M286
TIONS
SERIES 770 ALUM. SGD - LM IMPACT
SGO-770 I NTS 1 3 a 22 1 PGTO130 I A
as waiplyieg wlti tb
\\ `fit 411 i
Na 511705
i F
T2-
............
\� �
A. LYNN MILLER, P.E.
P.E.# 58705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7/16" NOM. 7/16" NOM.
3/16" HS GLASS 3/16" HS GLASS -
.090" PVB .090" SG -
3/16" HS GLASS 74 3/16" HS GLASS -
3/16" HS GLAS
.090" PVB
3/16" HS GLAS
3/8" AIR SPACE
3/16" T GLASS
1" NOM.
EXTERIOR 113GB TES EXTERIOR 113G ITES 5s I I BITE
3/4" NOM.
GLASS
j I
7/16" LAMINATED GLASS, TYPE G3
9/16" NOM.
1/4" HS GLASS
.090" PVB
1/4" HS GLASS -
EXTERIOR
a
3/4" NOM.
GLASS
BITE
9/16" LAMINATED GLASS, TYPE G3A
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" =.090" BUTACITE P I3'BY KURARAY AMERICA, INC.
"SG" =.090" SENTRYGLAY KURARAY AMERICA, INC.
10/8/2015 1 A
MANUFACTURER
7/16" LAMINATED GLASS, TYPE G4
9/16" NOM.
1/4" HS GLASS
.090" SG
1/4" HS GLASS -
EXTERIOR
a
3/4" NOM.
GLASS
BITE
9/16" LAMINATED GLASS, TYPE G4A
1070 TECHNOLOGY,
N. VENICE, FL 34275
(941)-480-1500
CERT. OFAUTH. 1/28296
EXTERIOR
a
1" LAMINATED I.G. GLASS, TYPE G5
3/16" HS GLAS
.090" PVB
3/16" HS GLAS
5/16" AIR SPACE
1/4" T GLASS -
EXTERIOR
a
1" NOM.
1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING DETAILS
SERIES 770 ALUM. SGD - LM IMPACT
sMeaxoaY: amb.� srox orwmna
SGD-77o NTS 4 - 22 PGT0130
,1%r.+
<<<
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sE A
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-FAVE_OF
A. LYNN MILLER, RE,
A P.E.#58705
GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A
1" NOM.
3/16" HS GLAS
.090" SG
3/16" HS GLAS
3/8" AIR SPACE
3/16" T GLASS
EXTERIOR
a
3/4" NOM.
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G6
3/16" HS GLAS
5/16" AIR SPACE
1/4" T GLASS
1" LAMINATED I.G. GLASS, TYPE G6A
GLAZING NOTES:
"ANN" = ANNEALED
"HS" = HEAT STRENGTHENED
"T" = TEMPERED
"PVB" =.090" BUTACITE PVB BY KURARAY AMERICA, INC.
"SG" =.090" SENTRYGLAAY KURARAY AMERICA, INC.
II
10/10/14
MANUFACTURER
7/16" NOM.
3/16" ANN
.090"S(
3/16" ANN GLASS
3/16" ANN GI
.090"
3/16" ANN GL
3/8" AIR SPA
3/16" T GLASS
1" NOM.
EXTERIOR
u,1ll I • ,/
r
• I •
7/16" LAMINATED GLASS, TYPE G7
9/16" NOM.
1/4" ANN GLASS
.090" SG -
1/4" ANN GLASS -
n
IOC �
EXT R
3/4" NOM.
GLASS
BITE
9/16" LAMINATED GLASS, TYPE G7A
1070 TECHNOLOGY
N. VENICE, FL 34275
(041)-480.1600
CERT. OFAUTH. #28296
1" LAMINATED I.G. GLASS, TYPE G8
1" NOM.
3/16" ANN GLAS
.090" SG
3/16" ANN GLAS
5/16" AIR SPACE
1/4" T GLASS
EXTERIOR
a
3/4" NOM.
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G8A
GLAZING DETAILS
SERIES 770 ALUM. SGD - LM IMPACT
sww�.wad: sm,: arose a..xgne.
SGD-770 NTS 5 -22 PGTO130
,ftk1b�
`��.•' �\CENSE- •�, �•P
5
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A. LYNN MILLER, P.E.
A P.E.# 58705
TARI F 1,
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
NOTES:
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
TABLE 1A.
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
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Sill Heightto Max. (+) DP
Design Pressure (DP) and Anchor Quantities Required, (for all approved
Sill Riser Height
Straight Astragal
Assembly
(Flat or Box, see
(+) Design
Lockstile @
90' Astragal
Pressure, psf
Sheet 17)
Standard Stiles
Flush - 1-1/2'
see note 3
LOW -X-1/2'
+46.67
Medium - 3.1/4"
+60.0
Maximum
Heavy-duty Stile
DP for all
sizes:
+601-60
Standard Astragal
Outside C
T=f
configurations
on Sheets 2 & 3)
(May be limited by Table
1A)
Corner
For comer astragal anchorage on 90"
or 135°
comer units, see sheet 11
Part #60
Part #60 (Stile)
part #67 (Astragal)
Part #60
Part #61 (Stile)
Part #118 (Corner
part #119 (Out.)
part #120 (in.)
Part #61(Stile)
Parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
Unit
Height
Table applies to GlassDoor
�„
90„
Types 3, 3A, 5, 5A, 7, 7A, 8
69-7/8" DLO
73-7/8"
DLO
79-7/8" DLO
85-7/8"
DLO
& 8A and the Stile / Astragal
Anchor Group
Anchor Group
Anchor Group
Anchoror Group
types shown below.
3
4
1
2
1 3
4
1
2
3 1
4
1
2 1 3
4
1 1
2
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 I
C4+1
C4+1
24
17"
Jamb
8 8
8
8
8
8
8
8
8
8
8
8
8
8
8
DLO
_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
1;
30
23"
Jamb
8
8 8
8
8
8
8
8
8
8
8
8
8
8
8
8
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
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
2
36
Jamb
8
8 8
8
8
8
8
8
8
8
8
8
8
8
8
8
ca
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
7+8
7+8
7+8
E
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
Z
42
3511
Jamb
8
8 8
8
8
8
8
8
8
8
8
8
8
8
8
8
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
7+8
7+8
7+8
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
48
41"
Jamb
8
8 8
8
8
8
8
8
8
8
8
8
8
8
8
8
DLO
P -hook
6+7
6+7 6+7
6+7'
7+8
7+8
7+8
7+8
7+B
7+8
7+8
7+8
7+8
7+8
7+8
7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
NOTES:
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
TABLE 1A.
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
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Sill Heightto Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
Straight Astragal
Assembly
(Flat or Box, see
(+) Design
Lockstile @
90' Astragal
Pressure, psf
Sheet 17)
Standard Stiles
Flush - 1-1/2'
see note 3
LOW -X-1/2'
+46.67
Medium - 3.1/4"
+60.0
High - 4"
Heavy-duty Stile
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
OH LENGTH �—
x
= OOI OHRATIO z1
O o
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P -hook
Lockstile @Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90' Astragal
135° Astragal
Assembly
Lockstile @
135' Astragal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
6r
Standard Astragal
Outside C
T=f
Outside
Corner
Inside
Corner
Inside
Corner
Outside
Inside Corner' I I
Corner
Part #60 (x2)
Part #60
Part #60
Part #60 (Stile)
part #67 (Astragal)
Part #60
Part #61 (Stile)
Part #118 (Corner
part #119 (Out.)
part #120 (in.)
Part #61(Stile)
Parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
aS.C.a� X018 q OCHANGESTHISSHEET 1070 TECNNOLOOYDRIVE DPANDANCHORAGE
om: R.wwro:
N. VENICE, FL 34276 rex
ager: aw. RaM (941WLI-1800 SERIES 770 ALUM. SGD - LM IMPACT
j63rD1 B)r. eeb' °a'' CERT.OFAU7H.#28288 ® SOD-77IV TS B °r 22 PGT0130
JR 10110114
u WrarAyins with tds
nr..�
I-
��n .. 1_y IJN
yo. 58705
tD t0 (S LLj`_'
ST/+TErr
7L
^' A.�LYNN ��ILLER, P.E.
A REX 58705
ern-v��m
NOTES: O
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,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
SC
EXAMPLE ON SHEET 9
Y�1i7�1�7ai
Sill Height to Max. (+) DP
(Water Infiltration Rating)
SIII Riser Height
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
(Flat or Box, see
pressure, psf
Sheet 17)
=
Flush - 1-1/2"
Maximum DP for all sizes: +60 / -60
Low - 2-1 /2"
+411.17
Medium - 3-1/4"
+60.0
High - 4"
+600
Assembly
135' Astragal
For corner astragal anchorage
on 90" or 135° comer units, see
sheet 11
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
(May be limited by Table 2A)
Outside C
Outside
Inside
Corner
Corner
Insides
Corner
Outside
Door Unit Height
Inside Corner
Corner
Part #61(x2)
Part #61
Part #61
Part #61 (Stile)
Part #67 (Astragal)
Part 061
Part 061 (Stile)
Part #118 (Corner
Part #119 (Out.)
part #120 (In.)
Part #61 (Stile)
Parts #31 & #32
Part #61
Table applies to Glass Types
Receiver)
(Corn. & Fxd Mount)
106'
114"
1/8"
4,
4A, 6, 6A, 71
7A, 8 & BA
/8"
69.7/8' DLO
73-718' DLO
18"
/8'
79.7/8' DLO
85.718' DLO
/8'
91-7IB" DLO
/8"
B7-7IB" DLO
103-7/8' DLO
109-718" DLO
and the Stile /Astragal types
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
shown below.
2
1 3
4
1
1 2 1
3
4
1
1 2 1
3
4
1 1
2
3
4
1
2
3
4
1
2
3 1
4
1
1 2 1
3 1
4
1
2
3
4
1
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
I C4+1
C4+1
C4+1
C4+1
I C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
24'
I
Jamb
8
8
8
8
8
8
B
8
8
8
8
8
8
8
8
B
to
10
10
10
10
10
10
10
10
10
10
10
10
1 10
10
10
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
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
9+10
9+10
Flead/SIII
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
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
30'
pLp
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
8+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
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
S
36"
OLS
Jamb
8
8
8
8
B
8
8
8
8
8
8
8
8
8
B
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
7+8
7+B
7+8
8+9
8+B
B+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
P•hook
6+7
6+7
6+7 1
6+7
7+8r7+8
7+8
7+g
7+8
7+8
7+8
7+B,
7+8
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
+1
C4+1
C4+1
C4+1
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
C5+1
C5+1
42"
35Head/SIII
Jamb
8
8
8
8
8
8
B
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10P
DLO
-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
8+9
8+9
B+9
8+9
8+9
8+9
B+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10Flead/SIII
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 C4+2
C5+2 C5+2
C4+2
C5+2
C5+2
C5+2 C5+2
C5+2 C5+2
C5+248"
41
Jamb
8
B
B
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
DLO
Phook
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
8+9
8+9
B+9
B+9
8+g
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
8+10
Flead/Sill
C4+2
C4+2 C4+2 C4+2 C4+2
C4+2 C4+2 C4+2 04+2
C4+2 C4+2
C4+2 C4+2
C4+2 C4+2
54'
Jamb
8
8
8
8
8
8
8
B
8
B
8
8
8
8
8
8
D4LO
P -hook
6+7
6+7
6+7
6+7
7+B
7+8
7+8
7+g
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Not
available
In these sizes
Haaa/Si9
ca+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
80'
Jamb
B
8
8
8
8
8
8
B
8
8
8
8
B
8
8
8
DLO
P -hook
8+7
6+7
6+7
8+7
7+8
7+8
7+8
7+8
7+8
7+g
7+8
7+g
7+B
7+8
+
7+B
NOTES: O
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,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
SC
EXAMPLE ON SHEET 9
Y�1i7�1�7ai
Sill Height to Max. (+) DP
(Water Infiltration Rating)
SIII Riser Height
(+) Design
(Flat or Box, see
pressure, psf
Sheet 17)
=
Flush - 1-1/2"
see note 3
Low - 2-1 /2"
+411.17
Medium - 3-1/4"
+60.0
High - 4"
+600
SEE NOTES 1-3
OH RATIO = OH LENGTH
OH HEIGHT
TUC rnl I n1AIIAIr_ CTII F R ACTPAr7Al TVPFC f31-IAI I RF I tsFn FOR TARI F 2 sFF SHFFTS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
OH LENGTH �—
F-
2
Lockstile @
S2
Lockstile @
=
OOI OH RATIO >_ 1
Interlock
P -hook
Lockstile @Jamb
Assembly
O
Assembly
L
Assembly
OH RATIO = OH LENGTH
OH HEIGHT
TUC rnl I n1AIIAIr_ CTII F R ACTPAr7Al TVPFC f31-IAI I RF I tsFn FOR TARI F 2 sFF SHFFTS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
CHANGES THIS SHEET
AND ANCHORAGE
'-" '•-.___ IN. VENICE,
0-160 34276 rftS
.�: R.,,.W. /�„�,� 11 SERIES 770 ALUM. SGD - LM IMPACT
arYMbd.t 8J 1& Gi W w
10/10114 a�eled 096K CERT. OFAUTH. #29288 MC36 SOD -770 NTS 7 ^I 22 PGT0130
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
♦ppmved as complyiaga1111 it*
IJ<<
/-/GRID
"" A! LYn Ik ER, P.E.
A P.E.# 58705
Straight Astragal
Lockstile @
90" Astragal
Lockstile @
135' Astragal
Lockstile @
Interlock
P -hook
Lockstile @Jamb
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 C
Outside
Inside
Corner
Corner
Insides
Corner
Outside
Inside Corner
Corner
Part #61(x2)
Part #61
Part #61
Part #61 (Stile)
Part #67 (Astragal)
Part 061
Part 061 (Stile)
Part #118 (Corner
Part #119 (Out.)
part #120 (In.)
Part #61 (Stile)
Parts #31 & #32
Part #61
Receiver)
(Corn. & Fxd Mount)
CHANGES THIS SHEET
AND ANCHORAGE
'-" '•-.___ IN. VENICE,
0-160 34276 rftS
.�: R.,,.W. /�„�,� 11 SERIES 770 ALUM. SGD - LM IMPACT
arYMbd.t 8J 1& Gi W w
10/10114 a�eled 096K CERT. OFAUTH. #29288 MC36 SOD -770 NTS 7 ^I 22 PGT0130
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
♦ppmved as complyiaga1111 it*
IJ<<
/-/GRID
"" A! LYn Ik ER, P.E.
A P.E.# 58705
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on
For comer astragal anchorage on 90" or 1350 comer units, see sheet 11
Sheets 2 &
3)
Straight Astragal
Maximum DP shown below
I (May be limited by Table 3A)
90" Astragal
Table applies to Glass Types 4, 4A,
6, 6A, 7, 7A, 8 & BA and the Stile /
Astragal types shown below.
135° Astragal
89'
69-7/8" DLO
Anchor Group
1
P -hook
84"
73-7/8" DLO
Anchor Group
Assembly
Door U Hel ht
90"1 96"
79-7/8" DLO 85-7/8" DLO
Anchor Group Anchor Group
Assembly
90° Astragal
102"
91-7/8" DLO
Anchor Group
135° Astragal
108"
97-7/8" DLO
Anchor Group
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
1
2
3
4
1
2
3
4 1
1 2 1
3 1
4
Inside
Corner
12
3
4
1
2 3
4
1 1
2 1 3
4
Desi n Pressure
Corner
Outside
+1--90.0 s!
Insidede Corner' I I
Corner
+/-82.5 psf+1-10.0
Part #61
Part #61
ps
Part 461
Part #61 (Stile)
Part #118 (Corner
Part #119 (Out.)
Part #120 (In.)
17"
Head(Slll
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
P -hook
6+7
1 6+7 1
6+7 1
6+7 1
7+8
1 7+8 1
7+8 1
7+8 1 7+8
1 7+8 1
7+8 1
7+8 1
7+8
1 7+8 1
7+8 1
7+8
8+9
1 8+9 1 8+9 1
8+9
8+9
8+9 8+9
8+9
23
Design Pressure
HeadlSlll
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
+/--90.0 ps!
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
+/-82.5 psi
C4+1 C4+1
C4+1
C4+1
+/-75.0 psi
C4+1 C4+1
C4+1
30"
DLO
Jamb
8
8
8
8
8
8
8
8 8
8
B
8
B
8
B
B
10
10 10
10
10
10 10
10
r
P -hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8 1
7+8 1 7+8
1 7+8
7+8 1
7+8 1
7+8
1 7+1
7+8
7+8
8+9
1 8+9 1 8+9 1
8+9
8+9 1
8+9 1 8+9 1
8+9
Design Pressure
+1-90.0 psf
+/ 82.5 psf
+/-75.0 psf
28
Head/Sill
C4+1
C4+1
C4+2
C4+2iC4+1
C4+1
C4+2
C4+2 C4+1
C4+1
C5+2
C5+2
C4+1
C4+1
C5+2
C5+2
C4+1
C4+1 C5+1
C5+1
C4+1
C4+1 C5+1
C5+1
a
36"
DLO
Jamb
8
8
8
8
B
8
8
8 8
8
8
8
8
8
10
a
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
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
+1--90.0 psf
+/-82.5 psf
+/-75.0 psf
35"
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C5+=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
8
8
8
8
B
8
810
8
8
8
10
B
10
10 10
10
10
10 10
10
P -hook
6+7
7+8
7+B
7+B
7+8
7+8
7+88+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9 1 8+9
8+9
8+9 1
8+9 1 8+9
8+9
Design Pressure
+1--90.0 psf
See Note
A below.
+/-82.5 psf
1
+/-75.0 psf
[4T8'
Head/Sill
C4+2
C4+2
C5+2
C5+2
C4+2
CS+2
C5+2
C5+2 C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2 C6+2
C6+2
C5+2
C5+2 C2
C
Jamb
8
8
8
8
8
8
10
8 8
B
10
8
B
8
10
8
10
10 10
10
10
10 10
10
P -hook
6+7
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
19+10
9+10
1 8+9
9+10 9+10
9+10
1 8+9 19+1019+1019+10
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
NU I E A: +I-90.0 PSF FOR GLASS TYPES PES 4, 4A, O, oA, /A, 0 a oft, TYO/ . i Fvr v�MQQ I i r � i
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4•' SILL, POSITIVE WATER
DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
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 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO WIDTH =
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866"
r ,r 1� nM kin cru c n. AcroArAi TVOGC CWAI I RF I ICFr) POP TART F 3 RFF RHFFTR 91 R 99 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
A INOCHANGESTHIS SHEET II�r-�� =z��I DPANDANCHORAGE
I. VENICE FL 34276 iez
,4,y80-1600 SERIES 770 ALUM. SGD - LM IMPACT
BrW.bd.k eats ens.e p�x4,p Na
CERT. OFAUTH. #28286 ® SOD -770 NTS 1 8 a 22 PGT0130
TABLE 3A:
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
Straight Astragal
Lockstile @
90" Astragal
Lockstile @
135° Astragal
Lockstile @
Interlock
P -hook
Lockstile @Jamb
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, ,
JIL
Outside
Inside
Corner
rt-F'1��r
'
Corner
Inside
Corner
Outside
Insidede Corner' I I
Corner
Part #61(x2)
Part #61
Part #61
Part #61 (Stile)
Part 461
Part #61 (Stile)
Part #118 (Corner
Part #119 (Out.)
Part #120 (In.)
Part 461 (Stile)
Parts 431 & #32
Part #61
Part #68 (Astragal)
Receiver)
(Corn. & Fxd Mount)
A INOCHANGESTHIS SHEET II�r-�� =z��I DPANDANCHORAGE
I. VENICE FL 34276 iez
,4,y80-1600 SERIES 770 ALUM. SGD - LM IMPACT
BrW.bd.k eats ens.e p�x4,p Na
CERT. OFAUTH. #28286 ® SOD -770 NTS 1 8 a 22 PGT0130
TABLE 3A:
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
pressure, psf
Sheet 17)
Flush -1-1/2"
see note 3
Low - 2-1/2"
+46.67
Medium - 3-1/4"
+60.0
High - 4"
+90.0
SEE NOTES 1-3
OH LENGTH
1IOH RATIO z 1
OH RATIO = OH LENGTH
OH HEIGHT
as complying with 111+
�Y � LYI'1 V /,1\L./il,�i
No. 58705
0 �,Co
0 �r
fSr
�
°IAt,
LYNN MILLER, P.E.
A P.E.#58705
SEE
h O
MAX. O.C.
SEE
NO FRAME 7+8" P -HOOK ANCHORAGE CONSISTS OF:
JAMB (7) P -HOOK ANCHORS,
"+2"
ANCHORAGE
SPLICE
oW
I®I
DETAILS'Jc' &'Kc',
REQUIRED @ (PERPENDICULAR TO GLASS
NOTE,
SHEET 14 & PART
c a
ANCHORS MAY BE ADDED
EXTERIOR PLANE) SEE TABLE 2, SHEET 7
THIS
EXTERIOR HEAD OR SILL IF A SPLICE
SHEET 19 FOR
POCKETS AND
SHEET
(®_
P -HOOK
L-_6"MAX.
SEE POCKET (8) P -HOOK r --------
ANCHORS
_
JAMB MOUNTING
INSTALLATION, ADAPTER 6" MAX.
THIS SHEET ANCHORS MIDWAY I
I
& SHEET 14 BETWEEN P -HOOK
ANCHORS & AT 3"
\ FROM TOP & Lie
BOTTOM o 14"
4.051
24" MAX.
O.C.
24" MAX.
O.C.
F_
60"
NOM.
PANEL
WIDTH
8" MAX. TO OPENING
EDGE OF POCKET
END PANEL
(2 ANCHORS)
"+2"
ANCHORAGE
CENTERLINE
OF PANEL 1
END PANEL
ANCHORAGE
(SEE SKETCH BELOW)
8" MAX., TYP. --�
SEE "C5" CLUSTER MAX. UNIT WIDTH SEE "C5" CLUSTER DETAILS,
DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK
INTERLOCK CLUSTER,SEE
\ 60" NOM. DETAILS, SHEET 11
xPANEL WIDTH x x x
x
_ y x x x x x % x x x x x
x x x x x x x
x i.. -x %
3" MAX.
x
ANCHORAGE
x = FRAME I
ANCHORS 96"
o UNIT
O®= P -HOOK HEIGHT
0 ANCHORS
m o = P -HOOK
%U MOUNTING
ADAPTER
ANCHORS
— x x
X xx x x
ANCHORAGE ANCHORAGE
=XAMPLE' 5 -PANEL 2 TRACK 90e OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
30" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
ANCHORAGE EXAMPLE NOTES:
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
CENTERLINE OF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM
INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER
SEE "C5" CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
-DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY oc.a mss
'"+2" ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24" OTHERWISE ANCHORS ARE NOT
SEE "C5" CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
24" MAX. O.C.
I
�l6' MAX . 1
x
x
4 PAIRS OF
x x ANCHORS
(TOTAL 8
21" MAX' ANCHORS)
O.C. PER JAMB
x x� (SEE JAMB
DETAIL
BELOW)
x
h O
MAX. O.C.
SEE
w a
"+2"
ANCHORAGE
INSTALLATION
oW
I®I
DETAILS'Jc' &'Kc',
m
lei
SHEET 14 & PART
c a
ANCHORS MAY BE ADDED
DETAILS'J' &'K',
AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
SHEET 19 FOR
j °a
27'
(®_
P -HOOK
L-_6"MAX.
O.C.
ANCHORS
END PANEL
ANCHORAGE
(SEE SKETCH BELOW)
8" MAX., TYP. --�
SEE "C5" CLUSTER MAX. UNIT WIDTH SEE "C5" CLUSTER DETAILS,
DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK
INTERLOCK CLUSTER,SEE
\ 60" NOM. DETAILS, SHEET 11
xPANEL WIDTH x x x
x
_ y x x x x x % x x x x x
x x x x x x x
x i.. -x %
3" MAX.
x
ANCHORAGE
x = FRAME I
ANCHORS 96"
o UNIT
O®= P -HOOK HEIGHT
0 ANCHORS
m o = P -HOOK
%U MOUNTING
ADAPTER
ANCHORS
— x x
X xx x x
ANCHORAGE ANCHORAGE
=XAMPLE' 5 -PANEL 2 TRACK 90e OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN:
30" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
ANCHORAGE EXAMPLE NOTES:
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8:
CENTERLINE OF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM
INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER
SEE "C5" CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
-DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY oc.a mss
'"+2" ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24" OTHERWISE ANCHORS ARE NOT
SEE "C5" CLUSTER
DETAILS, SHEET 10
FOR ASTRAGAL
24" MAX. O.C.
I
�l6' MAX . 1
x
x
4 PAIRS OF
x x ANCHORS
(TOTAL 8
21" MAX' ANCHORS)
O.C. PER JAMB
x x� (SEE JAMB
DETAIL
BELOW)
x
5.64"
Y6" MAX
REQUIRED AS PER THE FIGURE AT RIGHT: E oPE°F I I
CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR 2 -TRACK
OF PANEL 2 O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB
P -HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
"+2" ANCHORAGE
- REQUIRES SEE "C5" CLUSTER END PANEL
CENTERLINE CENTERLINE
"C6" CLUSTER, SEE OF DETAILS, SHEET 10—\OF ANCHORAGE
• I DETAILS, SHEET 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS)A-1 81.
i 4.051" 3.5,. i_ MAX.
•
• • —_• • •
• •
a
EXTERIOR OF PANEL 3E "+2" ANCHORAGE --/OF PANEL 4CENTERLINE "+2" ANCHORAGE—/CENTERLINOF PANEL 5E
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
Id W. Dale: ReuObne: �'e
10/olzol5 A OCHANGES THIS SHEET 10707ECHNOLOGYDRIVETo
ANCHORAGE SPACING & EXAMPLE PLANS
wBY Oats: Revlelaru
N VENICE, FL 34275RYe:
od8,- Dale: RITVW m (94Q480-1600 SERIES 770 ALUM. SGD - LM IMPACT
mmBy Pete: Gieuted Date:SaMN.Faek Smb: Sneer Stae49w Rer
JR 10/10/14 CERT.OFAUTH.#29296 SGD-770 NTS 9 m 22 PGTO130 A
approved u somp19Iuz wIt0 thb
LYNN 41,
�s
No.53705 [-rr,
_-
(� S1AfE OF
'ice '�'•. FC ORID�.' .•C> � :.
'VoOj '1.
A/LYNI
VLWR, P.E.
P.E.# 58705
x ,.:i END PANEL
MAX.
6" ANCHORAGE (SEE
SKETCH BELOW)
"+2"
ANCHORAGE
ANCHORAGE
2.04"
6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
OCCURS AT THE P -HOOK.
27'
MAX.
O.C.
I
5.64"
Y6" MAX
REQUIRED AS PER THE FIGURE AT RIGHT: E oPE°F I I
CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR 2 -TRACK
OF PANEL 2 O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB
P -HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
"+2" ANCHORAGE
- REQUIRES SEE "C5" CLUSTER END PANEL
CENTERLINE CENTERLINE
"C6" CLUSTER, SEE OF DETAILS, SHEET 10—\OF ANCHORAGE
• I DETAILS, SHEET 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS)A-1 81.
i 4.051" 3.5,. i_ MAX.
•
• • —_• • •
• •
a
EXTERIOR OF PANEL 3E "+2" ANCHORAGE --/OF PANEL 4CENTERLINE "+2" ANCHORAGE—/CENTERLINOF PANEL 5E
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
Id W. Dale: ReuObne: �'e
10/olzol5 A OCHANGES THIS SHEET 10707ECHNOLOGYDRIVETo
ANCHORAGE SPACING & EXAMPLE PLANS
wBY Oats: Revlelaru
N VENICE, FL 34275RYe:
od8,- Dale: RITVW m (94Q480-1600 SERIES 770 ALUM. SGD - LM IMPACT
mmBy Pete: Gieuted Date:SaMN.Faek Smb: Sneer Stae49w Rer
JR 10/10/14 CERT.OFAUTH.#29296 SGD-770 NTS 9 m 22 PGTO130 A
approved u somp19Iuz wIt0 thb
LYNN 41,
�s
No.53705 [-rr,
_-
(� S1AfE OF
'ice '�'•. FC ORID�.' .•C> � :.
'VoOj '1.
A/LYNI
VLWR, P.E.
P.E.# 58705
ASTRAGAL OR SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE I
3.5"
1.75"
4" DIAG.
2.04"
I
EXTERRIOR
V
R�..1
7"
2 -TRACK FRAME HEAD/SILL
(id ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL ORSPLICE LOCATION
INTERLOCKA-IF NEEDED
CENTERLINE
EXTERIOR
V
ASTRAGAL OR I (FOR SPLICE
INTERLOCK—, CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
ASTRAGAL OR SPLICE LOCATION
INTERLOCK——IF NEEDED
CENTERLINE
4"
EXTERIOR 4" DIAG.
2 -TRACK FRAME HEAD/SILL
(a) ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
EXTERIOR
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE , "C6" CLUSTER DETAIL)
3 -TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK—I IF NEEDED
CENTERLINE
,
EXTEEMOR
V
EXTERIOR
V
SC
4 -TRACK FRAME HEAD/SILL
an. ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
10110114
CHANGES THIS SHEET
3 -TRACK FRAME HEAD/SILL
na.ASTRAGAL ORINTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
AS OR (FOR SPLICE
INTERLOCK --I CONDITION, USE
CENTERLINE "C6" CLUSTER DETAIL)
3.5" r—
2 -TRACK FRAME HEAD/SILL
(a� ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
2.04"
2.04"
21"
MAX.
O.C.
7 6" DIAG.
_ 2.04"
EXTERIOR
2�
5.64" MAX.
O.C.
6" MAX. �
�2-TRACK
FRAME JAMB 6" MAX.
ANCHOR PAIR
ASTRAGAL ORSPLICE LOCATION
INTERLOCK-�IF NEEDED
CENTERLINE 3.5" 2.04"
— 7" 4 I
TERIOR---I 3.5"
n 3.5"
V 3 -TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "136")
4" DIAG. /` 2.04"
DIAG
4.08"
2.04"
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
!'PKITPPI InIF USE THIS DETAIL)
EXTERIOR Imo_ 7"y1 EXTERIOR
lu 4 -TRACK FRAME HEAD/SILL
na ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "135")
70 TECHNOLOGYI
VENICE, FL 34275
CERT. OFAUTH. #29296
S!Y
.04"
21"
MAX.
O.C.
6" MAX.
6" DIAG.
5.64"
I 4 -TRACK
6" DIAG. FRAME JAMB
EXTERIOR ANCHOR PAIR
AN��--�1C/HORS MAY BE INSTALLED
_ EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
5.64"
3 -TRACK FRAME JAMB
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
3.5"
SPLICE LOCATION
�IF NEEDED
—►I 3.5" 1--
4 -TRACK FRAME HEAD/SILL
(a) ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
CLUSTERS
SERIES 770 ALUM. SGD - LM IMPACT
SGD-770 I NTS I 10 m 22 I PGTO130 I A
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P -HOOK SEE SHEET 9.
uu
F'
No. 55705
-.n V7�1S iu
p s„Al
A./LYNW4LLER, P.E.
P.E.# 58705
2.04" 2.04"
INTERIOR INTERIOR
"DIAG.
6.12"
4 p6.12"
INTERIOR INTERIOR
90e 3. 90
EXTERIOR
14" DIAG.
T' ,-\
3.5" 4„�
2.64" EXTERIOR
I i 13.5” 4„
J I� 7 —�I
2.04"
EXTERIOR
900 CORNER
90" CORNER
2 -TRACK FRAME HEAD/SILL
2 -TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "01-D
ANCHORS ARE REQUIRED, "C6")
4.08"
NTERIOR
EXTERIOR
4"
INTERIOR
3.5"
INTERIOR
90°
Tw
4.08"
o
"
4.08"
3.5" 4„
EXTERIOR
7"
900 CORNER
3 -TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3 -TRACK CORNERS)
INTERIOR
6.12"
INTERIOR 6.12"
INTERIOR 2.64"
8.94"
3.5"
INTERIOR
INTERIOR
EXTERIOR
4" DIAG.
—►I 3.5" 1
2.64" EXTERIOR 4
135° CORNER
2 -TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "OV
INTERIOR
4.08"
7.41"
135°
EXTERIOR
3 I 3.5"
--►1 3.5"
EXTERIOR t— 7" 4 IT
135° CORNER
3 -TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3 -TRACK CORNERS)
INTERIOR
I17112.04"
O INTERIOR
l -------- [-
1
—�
6.12"
INTERIOR ON
EXTERIOR ALL
ID
VIEWS
L
7" EXTERIOR
2.04"
4.
2.04"
7"
2.04" NOTES:
7„ 1. ALL DIMENSIONS SHOWN
ARE BASED ON MINIMUM
3.5" ALLOWED.
2. DETAILS DEPICT ANCHOR
1 e QUANTITY AND SPACING,
AND WOULD BE IDENTICAL
4" DIAG. FOR EXTERIOR OR INTERIOR
4"
8.94"
135° CORNER
2 -TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
monlimiffWO6P.[610
OF PANEL
"+T ANRHCIR
CENTERLINE
OF PANEL
"+3" ANCHOR
CORNER CONFIGURATIONS.
EXTERIOR
„+1" ANCHOR
0
CENTERLINE
OF PANEL
"+2" ANCHOR
2.04"
" 4" DIAG.
3.5' I
CENTERLINE
OF PANEL
„+3" ANCHOR
W3,51w 2.04"4" DIAG.
IF
7"
I CENTERLINE
I OF PANEL
2 -TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
Approved u complying with t1w
FU" Baldlne Cede .
-'Vv
2.04„ 3.5„ 4e 4„ DIAG. 3.5" 3.5" I 1 i
T EXTERIOR 4„ 2.04" OF PANELCENTERL\�O YNN
EXTERIOR \11
90e CORNER 135° CORNER
4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME HEAD/SILLr '
4 -TRACK FRAME HEAD/SILL
("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT Pio. 5 /05 _
AT ALL 4 -TRACK CORNERS) AT ALL 4 -TRACK CORNERS) (3 -TRACK SIMILAR) �y^"
U CC Cr
RaxC �' Oe1e: ROWbn: t"'e'"' ��ti• F IS
SC 10/d2015 A O CHANGES THIS SHEET i� •'TATE OI_/
Rerodnp �,�: ReHYme: 1070 TECHNOLOGY DRIVEjuTo
ANCHORAGE, EXAMPLE CLUSTERS % �, •.
N VENICE, FL 34275 Tne: � 1,,... . !_ ...... `.
Re,�8- Dom: R"Waz SERIES 770 ALUM. SGD — LM IMPACT l� ,L E�,\�'
(941)480 -IMO
0r"nn Rr Date. cn"atea oero.ast"N.baer. sms swc w."�'o^" Rx A.ILI/NN MILLER; P.E.
JR 10/10/14 CERT OFAUTH. #28286 SOD -770 NTS 11 �+ 22 PGTO130 A P.E.# 58705
INSTALLATION DETAILS
EDGE DISTANCE:
"SEE
SHEET 1
6" *
EXTERIOR1/4"
c]
MAX.
1 SHIM
EMBEDMENT: T "SEEOANCHOR
�lSEE TABLE A,JuSHEET1
2X WOOD ANCHORTYP.,TYP., SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
2 -TRACK FRAME HEAD
Aw WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET
1 (1/4" MAX.) I r
e
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
�1 SEE TABLE A, SHEET 1
► CC
mnm-,
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
3 -TRACK FRAME HEAD
Bw WOOD INSTALLATION
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1
ANCHOR
NOTE 5,
1 SHEET 1�
-4-
J (1/4" MAX.)
EXTERIOR
EXTERIOR
2-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
E 2 -TRACK FRAME SILL
Dw WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD -
TYP., SEE ANCHOR —
NOTE 3, SHEET 1 rf
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
V 1/4" MAX. SHIM
If
EDGE DISTANCE:
SEE TABLE A,
SHEET
2-1/16" *
E 2 -TRACK FRAME JAMB
Gw WOOD INSTALLATION
10/8/2015 1 A [NO CHANGES THIS SHEET
EDGE DISTANCE: -1
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
6E 3 -TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
�f— 2-1/16"*
EXTERIOR
a
METAL TYP., SMS ANCHOR TYP.,
SEE ANCHOR SEE ANCHOR NOTES
NOTE 4, SHEET 1 & TABLE A, SHEET 1
64 -TRACK FRAME HEAD
Cw METAL INSTALLATION
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1 SEE
ANCHOR
NOTE 5,
SHEET 1
1 (1/4" MAX.)
EMBEDMENT: SEE
TABLE A, SHEET 1 ~I
Fl
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
2-1/16" *
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
V 1/4" MAX. SHIM
E 3 -TRACK FRAME JAMB
Hw WOOD INSTALLATION
VENICE, FL 34275
CERT. OFAUTH. #29296
EXTERIOR I II
2-1/16"
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1/4" 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
SMS ANCHOR TYP., METAL TYP.,
SEE ANCHOR NOTES SEE ANCHOR
& TABLE A, SHEET 1 7 NOTE 4, SHEET 1
E 4 -TRACK FRAME SILL
Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
METAL TYP.,
SEE ANCHOR
NOTE 4, SHEET 1
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
MIN. OF 3
THREADS
BEYOND THE
ExrrEaloR7111 11 METAL
Vim- �II�J SUBSTRATE
1/4" MAX. SHIM I
E 4 -TRACK FRAME JAMB
Iw METAL INSTALLATION
ANCHORAGE DETAILS
SERIES 770 ALUM. SGD - LM IMPACT
* DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6" (JAMB) SEE
DETAILS, SHEETS 10 & 11
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
SGD-770 I NTS 1 12 d 22 1 PGTO130 I A
♦ppwved as complying wil6 I&
Florida Ruidine Cade
E 14
big. 55705
J C J (S C,
)'
(J\\'•, STAT e OP
0
A. LYIJ�IJ MILLER, P.E.
P.E.# 58705
INSTALLATION DETAILS
CONCRETE
PER TABLE
A,SHEET 1
EXTERIOR
EMBEDMENT:
SEE TABLE A,
SHEET 1
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1
EDGE DISTANCE: SEE
TABLE A, SHEET 1 CONCRETE
2-1/16" * PER TABLE
A, SHEET 1
I
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
® 2 1/16.' *
`� , ° i- � 9
t`
1/4' EXTERIOR
MAX.
SHIM
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
Ac2 -TRACK FRAME HEAD
CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET
1 (1/4" MAX.) Al
H
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
CONCRETE SEE TABLE A, SHEET 1
PER TABLE 2-1/16"
A,SHEET1
D��
y� L 1/4" EXTERIOR
IIII MAX.
SHIM NI—
CONCRETE
rCONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
Bc3 -TRACK FRAME HEAD
CONCRETE INSTALLATION
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
SEEANCHOR
NOTE 5,
SHEET1�
(1/4" MAX.)
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
1/4" * DIAGONAL O.C. IS
MAX' MIN 4" (HEAD & SILL)
SHIM OR 6" (JAMB) SEE
DETAILS, SHEETS
0&11.
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
4 -TRACK FRAME HEAD
Cc CONCRETE INSTALLATION
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
SEE ANCHOR
NOTE 5,
SHEET 1—
(1/4" MAX.)
EXTERIOR EXTUK
2-1 /16,, . 2-1/16" e
\ I a2-1/16"
EDGE DISTANCE: CONCRETE EDGE DISTANCE:
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 —
E 2 -TRACK FRAME SILL E 3 -TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3,
SHEET1
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET 1
EXTERIOR
151/4" MAX. SHIM
EMBEDMENT: SEE
TABLE A, SHEET 1
0E 2 -TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION
101. Re�ibns:
10/8/2015 A O CHANGES THIS SHEET
CONCRETE
PER TABLE
A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
w
SHEET 1
2-1/16"
CONCRETE
OR CMU
F� PER TABLE
A,SHEETI
3 -TRACK FRAME JAMB
He CONCRETE/CMU INSTALLATION
1070 TECHNOLOGY i
N. VENICE, FL 34275
CERT. OFAUTH. #28288
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3. SHEET 1
EDGE DISTANCE:��I
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
FcE 4 -TRACK FRAME SILL
CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 ~,
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3,
SHEET
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET 1
EXTERIOR
V
2-1/16".
CONCRETE
OR CMU
PER TABLE
A, SHEET 1
1/4" MAX. SHIM --►I I---
4-TRACK
f4-TRACK FRAME JAMB
Ic CONCRETE/CMU INSTALLATION
ANCHORAGE DETAILS
SERIES 770 ALUM. SGD - LM IMPACT
srieur.Maee suw� arox o�++'a Ra Rer.
SGD-77o NTS 13 a 22 PGT0130 I A
CONCRETE
PER TABLE
A,SHEETI
as complying with ft
m LYNN l9/fir
(.
No.58705 '
Lo
Or
' CIIiM-
A. LYNN PAILL12R, P.E.
P.E.# 58705
a r
EDGE DISTANCE:
I
SEE TABLE A,
PROPERLY SECURED
SHEET 1
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3,
SHEET 1
CONC./CMU ANCHOR
TYP., SEE ANCHOR
CONCRETE
NOTES & TABLE A,
OR CMU
EXTERIOR SHEET 1
PER TABLE
�L
A, SHEET 1
I/ 1/4" MAX. SHIM
0E 2 -TRACK FRAME JAMB
Gc CONCRETE/CMU INSTALLATION
101. Re�ibns:
10/8/2015 A O CHANGES THIS SHEET
CONCRETE
PER TABLE
A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
w
SHEET 1
2-1/16"
CONCRETE
OR CMU
F� PER TABLE
A,SHEETI
3 -TRACK FRAME JAMB
He CONCRETE/CMU INSTALLATION
1070 TECHNOLOGY i
N. VENICE, FL 34275
CERT. OFAUTH. #28288
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3. SHEET 1
EDGE DISTANCE:��I
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
FcE 4 -TRACK FRAME SILL
CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1 ~,
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3,
SHEET
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET 1
EXTERIOR
V
2-1/16".
CONCRETE
OR CMU
PER TABLE
A, SHEET 1
1/4" MAX. SHIM --►I I---
4-TRACK
f4-TRACK FRAME JAMB
Ic CONCRETE/CMU INSTALLATION
ANCHORAGE DETAILS
SERIES 770 ALUM. SGD - LM IMPACT
srieur.Maee suw� arox o�++'a Ra Rer.
SGD-77o NTS 13 a 22 PGT0130 I A
CONCRETE
PER TABLE
A,SHEETI
as complying with ft
m LYNN l9/fir
(.
No.58705 '
Lo
Or
' CIIiM-
A. LYNN PAILL12R, P.E.
P.E.# 58705
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE TO PREVENT
WOOD FRAMING TABLE A, SHEET 1 P -HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION
Oo o SEE ANCHOR NOTES
EMBEDMENT: & TABLE A, SHEET 1
SEE TABLE A, 28 (ALSO SEE TYP.
SHEET11 I ILLUSTRATION, SHEET 9) 1
PHOOK WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
DISTANCE: SEE
:A,SHEET 1
EXTERIOR
V
2.693" MIN.
EDGE DISTANCE
EMBEDMENT:
SEE TABLE A,
SHEET1
P -HOOK
CONCRETE OR
CMU PER TABLE
A,SHEET 1
%P -HOOK FOR USE WITH FLAT SILL RISERS
�w PARTS #18, #20, #22 OR #24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
2.693" MIN.
EDGE
DISTANCE
,
EMBEDMENT: SEE
TABLE A, SHEET 1
CONC./CMU
ANCHOR TYP., SEE
=al ANCHOR NOTES &
TABLE A, SHEET 1
1-1/4" MIN. EDGE DISTANCE
P -HOOK FOR USE WITH FLAT SILL RISERS
Jc PARTS #18 #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP.,
tEXTERIOR
28
P -HOOK MOUNTING
P -HOOK MOUNTING
P -HOOK MOUNTING
ADAPTER CONC./CMU
ADAPTER CONC./CMU
ANCHOR TYP., SEE
ADAPTER SMS
ANCHOR NOTES & TABLE
A, SHEET 1
MIN. OF 3 THREADS TABLE A, SHEET 1
(ALSO SEE TYP.
A,SHEET1
ILLUSTRATION, SHEET 9)
P -HOOK FOR USE WITH FLAT SILL RISERS
Jc PARTS #18 #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP.,
P -HOOK MOUNTING
SEE ANCHOR
P -HOOK MOUNTING
CONCRETE OR EMBEDMENT: SEE
ADAPTER CONC./CMU
NOTE 4, SHEET 1; EMBEDMENT: SEE
ADAPTER SMS
CMU PER TABLE TABLE A, SHEET 1
ANCHOR TYP., SEE
MIN. OF 3 THREADS TABLE A, SHEET 1
ANCHOR TYP., SEE
A,SHEET1
ANCHOR NOTES & TABLE
BEYOND THE METAL
ANCHOR NOTES
A, SHEET 1
SUBSTRATE
28 1
EMBEDMENT:
(ALSO SEE TYP.
(ALSO S E TYP.SHEET
ILLU RATION, SHEET 9)
ILLUSTRATION,
SEE TABLE A,
28
EMBEDMENT:
SHEET9)
SHEET 1
p
SEE TABLE A,L
EDGE
DISTANCE: SEE
'
SHEET 1
TABLE A, SHEET 1
1-1/4" MIN. EDGE DISTANCE
30
30
P -HOOK SMS ANCHOR TYP.,
EXTERIOR
P -HOOK CONC./CMU
EXTERIOR
SEE ANCHOR NOTES
n
ANCHOR TYP., SEE
J3 15
&TABLE A, SHEET 1
V
ANCHOR NOTES & TABLE
(ALSO SEE TYP.
2.693" MIN.
A, SHEET 1
2.693" MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
E P -HOOK FOR USE WITH BOX SILL RISERS
e 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
(SEE TABLES 1A, 2A & 3A
MOUNT
FOR WATER RATINGS)
ONLY
FOR WATER RATINGS)
ONLY
SC 1002015 1 A INO CHANGES THIS SHEET
Rema W. Dere: ReNYme: N. VENICHN L 34275
N. VENICE, FL 34275
Rend9y Dere: RaMabrn' (941)4841500
10/10/14 I I I I CERT. OFAUTH.#29296
ANCHORAGE DETAILS
SERIES 770 ALUM. SGD - LM IMPACT
SGD-770 I NTS I 14 - 22 I PGTO130 I A
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS 6-8 FOR
REQUIRED P -HOOK
AND P -HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
as mmDlYlftz wltY tW
'YNN4,
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" . No. )8705
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A. LYNN MILLER,"P E.
P.E.# 58705
CONFIG. EXAMPLES
HEADER DETAIL W,
SHEET 18; INSTALLATION
DETAILS'Aw' &'Ac',
SHEETS 12 & 13
SILL DETAIL'D', SHEET
INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13
MAX. UNIT_
WIDTH
MAX.
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
MAX. UNIT WIDTH
WIDTH INTERIOR
EXTERIOR
90°
PANEL PANEL PANEL PANEL CORNER DETAIL'N2',
TYPE TYPE TYPE PE SHEET 19 &CORNER
OS' AS' ANCHORAGE SHEET 11
'A' 'K'
NOM. MAX. UNIT
MAX' PANEL / MAX. HEIGHT INTERLOCK DETAIL
DLO PER 'M', SHEET 19
PANEL WIDTH TYP. HEIGHT TABLES EXTERIOR INTERIOR
iEIGHT SEE PER
NOTE 2 TABLES 1-3 1-3
JAMB DETAIL'G3', SHEET
1Gw' &SGc', INSTALLATION DETAILS
12 & 3
a b a
90°
EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX
PANEL CORNER
DETAIL
#10 X 1-1/2"
PH SMS
SILICONE
HERS
FRAME CORNER
DETAIL
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL.
3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
10110114
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
#8 X 1"
PH SMS
q bw OCHANGESTHISSHEET 1070
TECHNOLOGYDRIVEI ANCHORAGE DETAILS / EXAMPLE ELEVA
RB W�a
VENICE, FL 34275'
Rjq l - .......�,,,, SERIES 770 ALUM. SGD - LM IMPACT
CERT. OFAUTH. #29295
SGD-770 I NTS I 15 - 22 I PGTO130 I A
with tis
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56705
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CONFIG. EXAMPLES
'FIXED JAMB DETAIL -G2-,
SHEET 18; INSTALLATION
DETAILS'Gw' &'Gc',
SHEETS 12 & 13
INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
—:.mar -INSTALLATION DETAILS'Gw &'Gc', SHEETS 12 & 13
ASTRAGAL HEADER DETAIL 'N, SHEET
DETAILS'L1' & 18; INSTALLATION DETAILS
L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13
SEE FRAME &
PANEL CORNER
CONSTRUCTION
DETAILS SHEET 15
EXAMPLE: OXXX
2 -TRACK
ASTRAGAL DETAILS'L1' &
L2, SHEET 19�
HEADER DETAIL 'N, SHEET 18; MAX'
DLO JAMB DETAIL 'G3', SHEET
INSTALLATION DETAILS'Aw' &'Ac', �I ``WIDTH 18; INSTALLATION DETAILS
SHEETS 12 & 13 F` TYP Gw' &'Gc', SHEETS 12 & 13
90° \
(
MAX. UNI1 WIUIN
PANEL
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
PANEL
TYPE
TYPE
ELrNEL
'R'
'L'
D
A
INTERLOCK DETAIL
PANEL
'R'
L'
E
MA
/
NOM.
PANEL
TYPE
/
/
UN
H
HEIGHT
WIDTH TYP.
'
II��
X
PIE
MAX.
PER
MAX"
90° OUTSIDE CORNER
SEE
TABI
DLO
TABLES 1-3
MAX•L
NOTE 2,
1-
PER
HEIGHT
UNIT
DETAIL'N1', SHEET 19 &
HT
R
SHEET 15
aE:>a
/
O
X
X
X
LIHEIGHTTABLES
MAX IINIT WIDTH
I
SEE FRAME &
PANEL CORNER
CONSTRUCTION
DETAILS SHEET 15
EXAMPLE: OXXX
2 -TRACK
ASTRAGAL DETAILS'L1' &
L2, SHEET 19�
HEADER DETAIL 'N, SHEET 18; MAX'
DLO JAMB DETAIL 'G3', SHEET
INSTALLATION DETAILS'Aw' &'Ac', �I ``WIDTH 18; INSTALLATION DETAILS
SHEETS 12 & 13 F` TYP Gw' &'Gc', SHEETS 12 & 13
90° \
(
SILL DETAIL'D', SHEET 18; I — MAX. UNIT WIDTH
INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE" 90° OUTSIDE CORNER - MXX (2 -TRACK)
JAMB DETAIL '11% SHEET 18;
INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' &
it INTERLOCK DETAIL'M', SHEET 19 -\ 'Ic', SHEETS 12 & 13�
JAMB DETAIL -1-12', SHEET P -HOOK DETAIL'J' &'K', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw',
'Hw' &'Hc', SHEETS 12 & 13 'Jc', 'Kw' &'Kc', SHEET 14
MAX
HE
P
TAI
1
HEADER DETAIL
'13% SHEET 18;
INSTALLATION
DETAILS'Bw' &'Bc',
SHEETS 12 & 13
MAX. UNI1 WIUIN
PANEL
PANEL
PANEL
PANEL
EXTERIOR
INTERIOR
PANEL
PANEL
PANEL
PANEL
ELrNEL
TYPE
TYPE
PANEL
TYPE
INTERLOCK DETAIL
PANEL
'R'
L'
E
M.
'F'
SEE
OTE 2,
TYPE
UNIT
'M',SHEET19
K.
HEIGHT
NOM.
'
II��
X
GHT
=R
O
K
MAX"
90° OUTSIDE CORNER
T
SLES
MAX•L
PER
UNIT
DETAIL'N1', SHEET 19 &
HT
R
SILL DETAIL.
'D',SHEETELSEE
TABLES 1-3
/
HEIGHT
PER
PER
CORNER ANCHORAGE
LIHEIGHTTABLES
�
SHEET11
.ES
18;
TYP.
x
NOTE 2,
INSTALL
R
SHEET15
1-3
INTERIOR
DETAILS
S 1-3
EXTERIOR
'Dw'&'I ,
SHEETS 12j
NOM.PANEL
X
WIDTH TYP.
(✓�
&13
X
PER TABLES
I
I13
MAX.
UNIT WIDTH -
SILL DETAIL'D', SHEET 18; I — MAX. UNIT WIDTH
INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE" 90° OUTSIDE CORNER - MXX (2 -TRACK)
JAMB DETAIL '11% SHEET 18;
INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' &
it INTERLOCK DETAIL'M', SHEET 19 -\ 'Ic', SHEETS 12 & 13�
JAMB DETAIL -1-12', SHEET P -HOOK DETAIL'J' &'K', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw',
'Hw' &'Hc', SHEETS 12 & 13 'Jc', 'Kw' &'Kc', SHEET 14
MAX
HE
P
TAI
1
HEADER DETAIL
'13% SHEET 18;
INSTALLATION
DETAILS'Bw' &'Bc',
SHEETS 12 & 13
10110114
EXAMPLE: OXXXp
(3 -TRACK, RIGHT POCKET)
A WO CHANGES THIS SHEET
SILL DETAIL'E', SHEET 18;
INSTALLATION DETAILS
'Ew' & 'Ec', SHEETS 12 & 13
1070 TECHNOLOGYDRIVE
N. VENICE, FL 34275
1}400-1600
CERT. OFAUTH. #28296
JAMB DETAIL'12', SHEET 18; INSTALLATION
DETAILS'Iw' &'Ic', SHEETS 12 & 13
Imo- MAA. UNIT vv lUm ^I
MAX. UNI1 WIUIN
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
PANEL
PANEL
PANEL
PANEL
'F'
TYPE
TYPE
TYPE
TYPE
PANEL
'R'
L'
M.
'F'
SEE
OTE 2,
MAX.
DLO
UNIT
SHEET 15
HEIGHT
NOM.
II��
X
GHT
=R
O
PANEL
WIDTH TYP.
SLES
MAX•L
PER
-3
DLO
TABLES 1-3
HEIGHTD
�
x
10110114
EXAMPLE: OXXXp
(3 -TRACK, RIGHT POCKET)
A WO CHANGES THIS SHEET
SILL DETAIL'E', SHEET 18;
INSTALLATION DETAILS
'Ew' & 'Ec', SHEETS 12 & 13
1070 TECHNOLOGYDRIVE
N. VENICE, FL 34275
1}400-1600
CERT. OFAUTH. #28296
JAMB DETAIL'12', SHEET 18; INSTALLATION
DETAILS'Iw' &'Ic', SHEETS 12 & 13
Imo- MAA. UNIT vv lUm ^I
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
M'
'F'
'F'
IF
NOM.
PANEL
WIDTH TYP.
SEE
OTE 2,
MAX.
DLO
PER
TABLES 1-3
SHEET 15
HEIGHT
II��
X
x
O
EXAMPLE:XXXO
(4 -TRACK, BY-PASS)
HEADER DETAIL V, SHEET
18; INSTALLATION DETAILS
'Cw' &'Cc', SHEETS 12 & 13
SILL DETAIL IF', SHEET 18;
INSTALLATION DETAILS
'Fw' &'Fc', SHEETS 12 & 13
EXAMPLE ELEVATIONS
SERIES 770 ALUM. SGD - LM IMPACT
SGD-770 NTS 1 16 a 22 I PGTO130 A
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PANEL
TYPES
SINGLE
INTERLOCK
OUT
SINGLE
INTERLOCK
SINGLE
LOCKSTILE
W/HANDLE
INTERLOCK
ASTRAGAL
BOXIN
IN
IN
FIXED
W/HANDLE
STILE
WIHANDLE
#11E
LOCKSTILE
WIHANDLE
LU ASTRAGAL
d Box our
WI HANDLE
�— ASTRAGAL
w BOX IN
J WIHANDLE
)— ASTRAGAL
(n BOX OUT
L_ ASTRAGAL
LLI BOX IN
J
INT CORNER
90 LOCKSTILE
J W/ HANDLE #120
w EXT CORNER
Z 90 LOCKSTILE
aWI HANDLE #119
EXT CORNER#61
90 RECEIVER
W/HANDLE #118
INT CORNER #61
90 RECEIVER
W/ HANDLE #118
#118
EXT CORNER J
90 RECEIVER
1)61
EXT CORNER #31
135 RECEIVER
W/ HANDLE #61
INT CORNER #31
35 RECEIVER
WIHANDLE iu1
SC 1 101=15 1 A
SINGLE
INTERLOCK
SINGLE
INTERLOCK
FIXED
STILE
LOCKSTILE
W/HANDLE
ASTRAGAL
BOX OUT
ASTRAGAL
BOXIN
OUT
IN
WIHANDLE
W/HANDLE
mo
WIHANDLE
#11E
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90 LOCKSTILE
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EXT CORNER
90 RECEIVER
INT CORNER
90 RECEIVER
mump'Ar
W/HANDLE
WIHANDLE
W/HANDLE
mo
WIHANDLE
#11E
mmim
TV
TW
VT VS VF
WT WS WF
CHANGES THIS SHEET
PANEL'S RIGHT STILE TYPE
ASTRAGAL
BOX OUT
ASTRAGAL
BOX IN
INT CORNER
90 LOCKSTILE
EXT CORNER
90 LOCKSTILE
EXT CORNER
90 RECEIVER
INT CORNER
90 RECEIVER
WIHANDLE
W/HANDLE
WIHANDLE
W/HANDLE
W/HANDLE
WIHANDLE
#11E
TV
TW
#61
461
#120
#119
#118
L
TR
TQ
TC
TA
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IC
SQ
SC
SA
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/ LEFT 41NTERIOR RIGHT
PANELPANEL
U STILE EXTERIOR STILE
wour)
U PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
APPLICABLE STILE/ASTRAGAL REQUIREMENTS.
)XIN)
SILL RISERS OPTIONS I 232"
—� 232 EXTERIOR
< .232" EXT R .062"
EXTERIOR a
.062" 3.305"
2.555"
1.567"
I
.062"
18 SILL RISER, FLAT . 20 SILL RISER, FLAT 22 SILL RISER, FLAT
FLUSH, 1-1/2" LOW, 2-1/2" O MEDIUM, 3-1/4"
XT CORNER
EXT CORNER
35 RECEIVER
INT CORNER
135 RECEIVE[
0 RECEIVER
W/ HANDLE
WIHANDLE
#118
#31
#61-0—#61
#31
0
#61�
TV
TW
SV
SW
FC I FV I FW
PANEL NOTES:
1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
SIZES & DESIGN PRESSURE.
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
AND ARE NOT AVAILABLE.
3. 900 ASTRAGALS TO USE HEAVY-DUTY STILES
(#61), CORNER RECEIVER (#118) AND EITHER
EXTERIOR (#119) OR INTERIOR (#120) CORNER
ASTRAGALS.
4,1350 ASTRAGALS TO USE HEAVY-DUTY STILES
(#61) AND CORNER ADDON (#31).
.232"
EXTERIOR
.062"
4.055"
SILL RISER, FLAT
24 HIGH, 4"
�I r, .IOU NPPm'ud am nom
PlYipfl wily Im.
—+•I � .750" _ _ _ _ _ _
M I FIem1Ja Buidinv (Sinn
EXT .906" EXTERIOR I .750" EXT R .062" M4.05.NOA
062" m n
.062" 3.305" Ov�
.062" 2.555"
1.567"
�10ENS'
SILL RISER, BOX ` O SILL RISER, BOX
SILL RISER, BOX SILL RISER, BOX r
19" FLUSH, 1-1/2" 21 LOW, 2-1/2" 23 MEDIUM, 3-1/4" 25 HIGH, 4" " ' No. 58705 ' ,t
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 - )
7070 TECHNOLOGYDRIVE PANEL TYPES
N. VENICE, FL 34275 rma i ,? ' • ..... -
(941}480-1600 SERIES 770 ALUM. SGD - LM [IMPACT �.. '' �,` ��_)Rl!'',- ,.�
A. LYNN!MICI_t 2, P.E.
r.FRr OF ANTI1 AW296
Rye SGD-770 INT$ 17 d22 PGT0130 A P.E.#58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
910 X 3/4".
SMS, X 3
Rl
EXTEF
G
106 FULL LENGTH
14
OF JAMB
60 OR 61
E
G1
OFJAMB
2 -TRACK JAMB
6" LONG CLIP #105
#80 OR #105
105 @ W/RETAINER #106
113
MIDSPAN (SHOWN WITH
(SHOWN WITH
FIXED PANEL TO
FIXED PANEL TO
5
THE INTERIOR)
THE EXTERIOR)
IDEXTERIOR
910 X 3/4".
SMS, X 3
Rl
EXTEF
G
SHOWN WITH e2 -TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERI
a
E 2 -TRACK W/SCREEN
FRAME SILL
5 E
G3
OR 61 2 -TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
EXTERIOR
a
. ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
SC I ia,8 015 IA INO CHANGES THIS SHEET
EXT
L,EXTERIOR
E
G4
2 -TRACK JAMB
W/SCREEN
E 3 -TRACK
e FRAME HEAD
E 3 -TRACK
E FRAME SILL
70 TECHNOLOGYI
VENICE, FL 34275
CERT. OFAUTH. #28286
MC
EXTERIOR
FULL PANEL JAMB LENGTH
MOR 6'
SEE DETAIL G1
FOR FIXED
PANEL CLIP
EE DETAIL G2
FOR FIXED
PANEL CLIP
OR
I yEXTERIOR
U_,.. _..._..
3 -TRACK JAMB 3 -TRACK JAMB 4 -TRACK JAMB 4 -TRACK JAMB
H1 (SHOWN WITH H2 (SHOWN WITH I� (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
EXT
E 4 -TRACK
C FRAME HEAD
MAX. UNIT
HEIGHT PER
TABLES 1-3
E 4 -TRACK
F FRAME SILL
SECTION DETAILS
SERIES 770 ALUM- SGD - LM IMPACT
SGD-770 I NTS 1 18 a 22 1 PGTO130 I A
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A. LYNN �'kLLR, P.E.
P.E.# 58705
G2
143 FULL LENGTH
OFJAMB
2 -TRACK JAMB
#80 OR #105
nCLIP
W/ RETAINER #123
L�
(SHOWN WITH
FIXED PANEL TO
60 OR 61
THE EXTERIOR)
I—I
2 yEXTERIOR
SHOWN WITH e2 -TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERI
a
E 2 -TRACK W/SCREEN
FRAME SILL
5 E
G3
OR 61 2 -TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
EXTERIOR
a
. ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
SC I ia,8 015 IA INO CHANGES THIS SHEET
EXT
L,EXTERIOR
E
G4
2 -TRACK JAMB
W/SCREEN
E 3 -TRACK
e FRAME HEAD
E 3 -TRACK
E FRAME SILL
70 TECHNOLOGYI
VENICE, FL 34275
CERT. OFAUTH. #28286
MC
EXTERIOR
FULL PANEL JAMB LENGTH
MOR 6'
SEE DETAIL G1
FOR FIXED
PANEL CLIP
EE DETAIL G2
FOR FIXED
PANEL CLIP
OR
I yEXTERIOR
U_,.. _..._..
3 -TRACK JAMB 3 -TRACK JAMB 4 -TRACK JAMB 4 -TRACK JAMB
H1 (SHOWN WITH H2 (SHOWN WITH I� (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
EXT
E 4 -TRACK
C FRAME HEAD
MAX. UNIT
HEIGHT PER
TABLES 1-3
E 4 -TRACK
F FRAME SILL
SECTION DETAILS
SERIES 770 ALUM- SGD - LM IMPACT
SGD-770 I NTS 1 18 a 22 1 PGTO130 I A
APP+oved as wmplylpg wuh fK
F10" Huldl.. f, .e
Hy
'Nv kvury
0- Tol
o'. sins or U�\.
A. LYNN �'kLLR, P.E.
P.E.# 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
ID EXTERIOR
(nP -HOOK FOR FLAT SILLS
(EXT. OR INT. MOUNT)
;0 OR
15 EXTERIOR
W-1
EXTERIOR
a
4 INTERIOR
90`
INTERIOR EXTERIOR
9o° I a/
EXTERIOR U K-!%
67
I y EXTERIOR `y
ID
68
113 103 119 ID EXTERIOR
&_E'j� STANDARD ASTRAGAL #67
HEAVY-DUTY ASTRAGAL
CORNER
N1 2 TRACK SHOWN
WITH STANDARD STILES #60
L2 WITH HEAVY-DUTTILES #61
NO CHANGES THIS SHEET
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
1070
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
Re�
N. VI
4 INTERIOR
Dere:
Rslwb
4 INTERIOR
135°
5
5
Devin By.
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Dere:
11
7"1350
10110114
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61
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322
11 5
v
LOCK PART 31 103 61 „Il, EXTERIOR
5&10 7-110 \\//
7
14
E 1350 INSIDE CORNER
02 2 -TRACK SHOWN
E 1350 OUTSIDE CORNER
01 2 -TRACK SHOWN
Rewd By.
Deb:
Ra bhx
SC
101812015
A
NO CHANGES THIS SHEET
1070
Roved W.
Dere:
Re�
N. VI
Revd By
Dere:
Rslwb
(941)
Devin By.
Dere:
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Dere:
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10110114
CEI
:NICE, FL 39275
ZT. OFAUTH. #19295
INTERIOR
E 90° INSIDE CORNER
N2 2 -TRACK SHOWN
QINTERIOR
CORNERS
SERIES 770 ALUM. SGD - LM IMPACT
SGD-770 I NTS I 19 m 22 I PGTO130 I A
OR
EXTERIOR
15
600R61
eINTERLOCK
M
ITEM #61 (HEAVY-DUTY
STILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
Approved
Florida 11i
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LYNN
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A.LYNN MILLEF�2, P.E.
P.E.# 58705
0.081"
5.069"
1O2 -TRACK HEAD
(6063-T6 AL)
6.198"
1.211"
0.081" - O2 -TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
7.105"
0.081" J O3 -TRACK HEAD
(6063-T6 AL)
9.142"
0.081" JOq 4 -TRACK HEAD
(6063-T6 AL)
WAS%
1.211"
fo 4 -TRACK SILL
(6063-T6 AL)
5"
O9 3 -TRACK SILL
(6063-T6 AL)
5"
1.211"
-I 1.514"
0.062"
1.260" 0.532"
y 0.060" 1.516"
6 L
OFRAME HEAD/JAMB SCREEN
ADD-ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
"I" Deb.' ReNebna:
SC 10/8/2015 A O CHANGES THIS SHEET
FRAME SILL SCREEN
12 ADD-ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
O8 2 -TRACK SILL W/ SCREEN TRACK
(6063-T6 AL)
5"
O7 2 -TRACK SILL
(6063-T6 AL)
r 0.060"
0.760" I
1.990"
FRAME SILL SCREEN
13 END ADD-ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
1070 TECHNOLOGYI
N. VENICE, FL 34275
CERT. OFAUTH. #29288
15"
RN
2 -TRACK JAMB WI
15 SCREEN TRACK
(6063-T6 AL)
1.36"
0.081"
7.105"
1s 3-TRACKJAMB
(6063-T6 AL)
EXTRUSIONS
14 2 -TRACK JAMB
(6063-T6 AL)
1.872" F
0.062" - 1.019"
SCREEN
4o STILE
9..
(6063-T6 AL)
1"
17 4 -TRACK JAMB
(6063-T6 AL)
SERIES 770 ALUM. SGD - LM IMPACT
SGD-770 NTS 1 21 a 22 I PGTO130 I A
r- 1.045"
1.993" 0.062"
SCREEN
45 TOP RAIL
(6063-T6 AL)
pImo- 0.875"
1.993"
L 0.062"
SCREEN
as BOTTOM RAIL
(6063-T6 AL)
"complyinx with ow
No. 5£5705
1, �o klzzsj
sia .01
PI
C7MNl
A. LYNN UILLER, P.E.
P.E.# 58705
0.718" 0.83" 3.802"
2.304" ~I�
11 3.802" 0.752"
0.752" L 0.885"
0.574" 0.796" 1.163"
0.062" 0.080" 0.062" 10
07062-
0.264" 0.075"0.233"
DFRAME COVER 1t SILL 26 P -HOOK 28 ADAPTOROUNTING 29 COO RK SCREW 0.080" 30 P -HOOK FOR BOX RISER
TRACK (6063-T6 AL)
(6063-T6 AL)
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4'
.155" 4„
2.30" 1.488" 1.739" -�
0.080" 0.062" 1.303"
0.830" 1.600 0.133" 1.600 0.062" ---►
080" 1.870" I 1.888"
0.325"
016"
1.974" --1 Imo- 3.125' 3.125" 0,.062
2.44"
INTERLOCK INTERLOCK
3t 135° CORNER 32 135° FIXED MOUNT 60 STANDARD STILE 61 HEAVY DUTY STILE 62 65
ADAPTER SCREW COVER
6063-T6 AL (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
( ) (6063-T6 AL) (6063-T6 AL)
3.979" 3.979"
14.125"
1.050" 1.050" �j 1.050"
0.075"
0.075" 1.645" I 1+I -III
1.645" 0.062" 1.304"
289" .611" .485"
x045"
� 045"
i I i.25"
3- .045"
0.125"" 0.281"
GLAZING
68 79
67 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL BBE DINT G. 80 BEAD, FIXEDG Bt BEAD
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL)
1.003"
1.03"
4"� 5.621
0.757" r 0.080
0.050" 1L 4pprored as complying with tha
FIXED 0.133" p�,,D�a R db�c�de201
105 PANEL CLIP 0'709 2.893" 0.133" 1.498'
1.498" hp yi
I0.0
(6063-T6 AL)
l
80" Miami bade Product Control
.550" 0.863 ice- Ilr
0.709" FIXED PANEL
t23 6.6
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2 826„
0.080" �II� (6063-T6 AL) 119 900 OUTSIDE CORNER ASTRAGAL (6063-T6 AL) '
(6063-T6 AL)
FIXED PANEL 118 90° CORNER RECEIVER
PJ o. 5rt70 8_
tab
RETAINER, 9/16" (6063-T6 AL)
(6063 T6 AL) I�
'`ti!Revetl9y
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10/9/2015
Dole:
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1070 TECHNOLOGYDRIVE
EXTRUSIONS
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10/10/14
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Dale: