HomeMy WebLinkAboutProduct Approval (4) RECEIV.l MAR 2 3 216
MIAMI- MIAMI DADE COUNTY
�a mDADE - 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)3152599
NOTICE OF ACCEPTANCE(NOA) www.miamidaae.aov/eeonamv
PGT Industries,Inc.
1070 Technology Drive
North Venice,PL 34275
SCOPE:
i 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"&139'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 IMPACTRATING: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 removai: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. ff 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.
MIs» NOA No.15-1013.15
rtinrst�nne couNnr February Ex iration Date: 2020
P ry 17r
Approval Date: October 29,2015
tit Page 1
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 ere P.E.
Product Contro Ex miner
NOA No.15-1013.15
Expiration 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-60179 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-5th
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-5'b 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° 135°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.l - 013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Frama MIn.Edge Mln.
/135 CORNERS Group Anchor substrata
Member Distance Embedment
INCLUDING POCKETS &900/1350
Concrete(min.2.85 sl) eedl811UJemb I. 1318'
GENERAL NOTES 1 114'Elco Ullmcon Ungrouted CMU,(ASTM C-90) Jamb only 2.1/2' 1.114'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM C90,min.2 kat grout Jamb only 2-1/2' 1314'
2 DESIGN PRESSURES: Concrete(min.3.35 koq Head/311UJamb 1• 1314'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. p t/4"Elco 410 B.S. Ungrouted CMU,(ASTM C90) Jamb only 2-1/2" 1-1/4'
CrelaFtex P.T.Southern Pine SG=0.55 Head/S19(Jamb I. 1.395°
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Concrete(min.2.65 k81) Head/8111 1• 1318•
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114"Elco Ultmcon Ungrouted CMU ASTM C•90 Jamb only 1• 1.1/4'
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southern Pine(3G"0.65) ead/SIIUJamb 9/19' 1318•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,183 or 410 Aluminum,6053 T6' Head/SIIUJamb 316• 0.063•
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6.14. B.S.SMS, Steel,A38• Head/SI1UJamb 318" 0.050"
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 thmadenn) Steel stud,A653 Or.33' Hen(USIU/Jamb 318' 0.0451•
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ke0 Hoed/91D/Jamb 1.112' 1318'
NARROW JOINT SEALANT, 1/4'Elco 18.8 S.S. Ungrouted CMU,(A8TM C90) Jamb only T 1-114'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Gator' Grouted CMU(ASTM C90,min.2 kel grout) Jamb only Y 21
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southam Plne sG=o.55 meedlsiWJamb 1• 13/r
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE R Bouthem PNe 1121.55 Head/Slll/Jamb 9118' 1310'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 012,Steel SMB G5, Aluminum,6063.75' HeadlSHIIJamb 318• 0.083'
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 thmads/ln) steel,A3e" Head/SIIUJemb 3/8' 0.050'
FLORIDA BUILDING CODE,AS APPLICABLE, steel Stud A65: Or.33' Heedlslo/Jamb 3/8" 0.0451-
TEST REPORTS:FTL-5980,FTL5993,FTL-6001,FTL-6014,FTL-6016,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL5028,PTL-6031,FTL-6033,FTL-6036 AND PTL-7554 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
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
1)FOR CONCRETEICMU 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. NOA DRAWING MAP
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"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 SHEET
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............1
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION,
ANCHORAGE.....................6-14
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
8-8
MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT DESIGN PRESSURES.......
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS INSTALL DETAILS..............1
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ELEVATIONS.....................165,,18
14
PANEL/SILL TYPES.........17
TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19
tion(Listed from Extodar to Interior PARTS LIST.......................20
Glass Description
P ) EXTRUSIONS....................21,22
03 7118'Laminated:2)Liles of 3116'He Glass with.Ot10°PVB Intedayer approved u mm,I,1q pltb 6"h6G3A 9116"Laminated:2 U(es of 114'HS Glace with.090'PVB lntede er Ge.
9 O
04 7118'Lemineted:(2)Liles o13/1B'HS Ghee wllh.090'80lntedayer DESIGN PRESSURE RATING IMPACT RATING or�
G4A 9115'Laminated:(2)Liles of 114"HS Glass with.090'SG Intedayer SEE TABLES 1,2&30N RATED FOR LARGE&SMALL sllemi wade Preducl
G5 11 Laminated I.O.:3/18'TExledor Ca +318'Air space+7/18'Leminated; 2)Liles of 3116'HS Glass wilh.09V PVB Interlayer SHEETS 6,7&6 MISSILE IMPACT RESISTANCE
GSA II'Laminated I.G.:114'T Extedor Ce +6118"Air Space+7/16"Laminated;(2)Utes of 3116'HS Glass with.090'PVB Intedayer sr,
G6 1'Laminsted 1,0.:3110'T Exterior Ce +318"Alr Space+7/18'Leminated; 2)Ules of 3110'HS Glass wllh.090'SG Intedayer GLAZING NOTES: ,
GOA 1'Leminated I.G.;114"T Exterior Cap+6118"Alr Space+7110'Laminated; 2 Liles of 3/16'HS Glass with.090"so Intedayer "ANN"=ANNEALED
G7 7116'Leminated:(2)Liles of 3/16•ANN Glasa with.090'BG lntede er "HS"=HEAT STRENGTHENED ���'�,.• �10ENsF''•�F.p ��
07A 9118'Leminated:2 Utes of 1/4'ANN Glass with.090'SG Intedayer '7=TEMPERED Q'
G6 1•Laminated I.G.:3118'TExledor Ce +318"Air space+7116'Laminated;(2 Utes of 3118'ANN Glass with.090°SO-Intedayer "PVB"_.090"BUTACITE� B BY KURARAY AMERICA,INC. No.58705
GOA 1'Leminated I.G.:114"T Extedor Ce +6118"Air Space+7116'Laminated;(2)Liles of3116"ANN Glass with.090•SG Intedayer "SG"=.090"SENTRYGLAnY KURARAY AMERICA,INC. ,
,1,711
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oe a. SERIES 770 ALUM.SGD-LM IMPACT �S'/ONACi-o�`
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EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"JY!',"Jc","KV OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 rPER TABLES 1-3 CAN BE OXXXp.
—s�
—sir y i i 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
w
MAX.UNIT / F I Ql&2 MAX.UNIT o 0 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT i$ HEIGHT / / I�'
PER TABLES 1-3 i PER TABLES 1-3 i "X"=OPERABLE PANEL,
"O°=INOPERABLE PANEL,
POCKETPOCKET I I "p"=POCKET
I , � DETAIL LETTER
1� 1� '=WOOD OR METAL INSTALLATION
1-PANEL r 2-PANEL r "c"=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS L—SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 —� — PER TABLES 1-3 —PANEL HEIGHT=DOOR UNIT HEIGHT-1.868"
\rt-7
, r l
62N- 112s
I
�arI
MAX.UNIT 0 2.2 MHEIGHTT 1e 18
HEIGHT
PER TABLES 1-3 PER
TABLES 1-3
POCKET—sir---
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
1 3 1
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH tAQVZON
PER TABLES 1-3
PER TABLES 1-3
w a I ♦pprovedaaeouiplyingvrW tha
9 19 1 I Plodda Idl U
Dxk
�srMAX.UNIT o 1 j y MAX.UNIT
NOTE SEE Mam D Product ho
HEIGHT 1 1 a 1a / I g PER 1s ®r.
z,THIS
PER TABLES 1-3 i TABLES 1 3 SHEET. Dr,-
POCKET i 8 + EXTERIOR 1`45-PANEL CONFIGURATIONS P CORNER, . 1 �`'/ "O''°7o'
(OUTSIDE CORNER SHOWN, '(,�•
INSIDE CORNER SIMILAR) 'Zc I S.r �`
a"no o. R. c.wam. l.)•' STA1L
Sc lam1S A WO CHANGES 10707ECHNOLOGYORNE EXAMPLECONFIGURATIONS FCORIDP.•'' \��
a �C,G�
N.VENICE,FL 94276
R 1811MOO.1„0o SERIES 770 ALUM,SGD-LM IMPACT '� ,, ,,,,„o
s✓ ° �1d n'"�N' n” A.LYNN MILLER,P.E.
MR JR 10110/14 a cENr.or Avnc weszea ® sGo-77o NTS 2 a 22 PGTo130 A 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","Je,'Kw-OR"Kc"INSTALLATION.
NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
r '- -lir---� CAN BE OXXXp.
1 t i 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT t t3 t I &Q OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, t t a I
98"OR 120" � � 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
L / / POCKET fi 'O"=INOPERABLE BLE APANEL,
_1�r___� "P"=POCKET
6-PANEL CONFIGURATIONS
a DETAIL LETTER
MAX.UNIT WIDTH 'w =WOOD OR METAL INSTALLATION
°c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH3 t s SHEET NUMBER
PER TABLES 1-3
DLO WIDTH=NOM.PANEL WIDTH-7"
KO qpIDLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX.UNIT 1 o tCL2A9 t t t j & PANEL HEIGHT=DOOR UNIT HEIGHT-1.886"
HEIGHT a /
PER TABLES 1-3
POCKET I t�
7-PANEL CONFIGURATIONS
3 1 '
MAX.UNIT WIDTH
NOM.PANEL WIDTH
PER TABLES 1-3
1 1 18lf�k
1 I 4ppmvtd u mmthe
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Florida d
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MAX.UNIT I to t / I a 1 edc Produd
HEIGHT t t
PER TABLES llY•
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POCKET J v� `���� .•'U�CENSF'`(�•p�i
8-PANEL CONFIGURATIONS �r '` No.50705
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SC Ao CHANGES THIS SHEET 1070 TECHNOLOOYDRNE EXAMPLE CONFIGURATIONS ��:�'••�,ZR ;71"016
N.VENICE,FL 34275 ,•� S/ONAI-���C,�•
Rena . R°Mtbrs (NIH8a1� SERIES 770 ALUM.SGD-LM IMPACT '' 111111%
_ sewumrter"ee oneee+e Re,- A.LYNN MILLER.P.E.
SJR 10/10/14 0 CERT OFAVIX i2820B ® SGO.770 NTS 3 122 PGTO130 A P.E.a 58705
GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A)
7/16"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS--\ 3/16"HS GLASS 3/16"HS GLASS
.090"PVB
.090"PVB .090"SG 3/16"HS GLASS
3/16"HS GLASS 74 3/76"HS GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS
82 82
83
EXTERIOR 3/4"NOM. EXTERIOR 3/4"NOM.
GLASS GLASS 68 3/4"NOM.
BITE BITE GLASS
SITE
EXTERIOR
80 80
79
54 54
65
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 9/76"NOM. 1"NOM.
3/16"HS GLASS
1/4"HS GLASS 1/4"HS GLASS .090"PVB
.090"PVB .090"SG 3/16"HS GLASS
1/4"HS GLASS 74 114"HS GLASS 74 5/16"AIR SPACE 74
1/4"T GLASS
82 82
83
3/4"NOM. 3/4"NOM.
EXTERIOR GLASS EXTERIOR GLASS 68 314"NOM.
<:1 BITE a SITE GLASS
Y
BITE
EXTERIOR
81 81 `>-
78
64 54 wPDrovad oe complylagw8lLlr
65 Flo" la gc
Date
NOAH
MEP
ml a Product
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
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GLAZING NOTES:_ .`"��,. ��pcNsE•''•� p
"ANN"=ANNEALED t'r'
"HS"=HEAT STRENGTHENED Jc: 5 x
"T"=TEMPERED N" �Il/0
"PVB"=.090"BUTACITE Px%Y KURARAY AMERICA,INC. -
"SG"=.090"SENTRYGLAnY KURARAY AMERICA,INC. 14 I uIS tt
A"NO WUt A" ate' �/�•. S rc0
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A N.VENICE,FL 34276
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A (041)4861000 SERIES 7700ALUM.CSGD-LM IMPACT �'!!i���NA1."�
A.LYNN MILLER,P.E.
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GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A)
1"NOM. 7/18"NOM. 1"NOM.
3116"HS GLASS 3116"ANN GLASS 3/16'ANN GLASS
.090"SG .090"SG '
3/16"HS GLASS 090"SG 3/16"ANN GLASS
3/8"AIR SPACE 94 3/16"ANN GLASS 74 3/8"AIR SPACE 74
3116"T GLASS 3/16"T GLASS
— 82
83 83
EXTERIOR 3/4"NOM. 3/4"NOM.
3/4"NOM. aGLASS 68 GLASS
66 GLASS BITE
BITE EXTERIOR BITE
EXTERIOR a
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79 79
65 64 55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9/18°NOM. 1"NOM.
3/18"HS GLASS 3/16"ANN GLASS
1!4"ANN GLASS
.090"SG .090"SG
3118"HS GLASS .090"SG 3/16"ANN GLASS
5116"AIR SPACE 74 1/4"ANN GLASS T4 5/16"AIR SPACE 74
1/4"T GLASS 1/4"T GLASS
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314"NOM. EXTERIOR 314"NOM. 3/4"NOM.
66 GLASS a GLASS 66 GLASS
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EXTERIOR
EXTERIOR
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65 56 FloNdMll 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A ev.
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TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved Sill Heightto Max.(+)DP
configurations on Sheets 2&3) Maximum DP for all sizes:+601.60 (Water Intltralion Rating)
(May be limited by Table 1A)
For comer astragal anchorage on 90"or 135°comer units,see sheet 11 S81 Riser Height
Door Unit Height (Flat or Box,see (+) urelgn
Table applies to Glass 8W 84 y 99, Sheet 17) Pressure,Pef
Types 3,3A,6,5A,7,7A,8 -718"DLO -7/8"DLO 7"161 DLO O Flush•1.1/2 see note 3
&8A and the Stile/Astragal Anchor roup Anchor roup Anchor Group Anchor Group Low•2-1/2' +48.67
types shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium•3114" +80.0
Hes +1 +1 +1 + C4+1 + + Cj1+1 + C4+1 + C4+1 + +1 + HI h•4" +60.0
24" ir DLO Jamb 6 8 B 8 8 8 B 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3
P•hook 8+7 6+7 8+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/S81 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1R
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
30' 23' Jamb Jamb 8 8 8 B 8 8 8 8 a 8 8 8 8 8 8
P hook 8+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
71
Head/Bill C4+1 04+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 C4+1
a7 36" DLO Jamb 8 8 8 B B 8 8 8 8 B 8 8 8 B 8 1
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+87+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH I-�—
HeadlSlll (4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1
42" DLO Jamb B 8 8 8 8 8 8 B 8 8 8 8 B B B O
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 w o
Head/Slll 7+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 1 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 = o OH RAT{O P 1
48" DLO Jamb 8 8 . 8 8 8 8 8 8 8 8 8 8 80
8 8 O
P-hook 6+7 6+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7.
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL.
2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7"
3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"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"
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstlle @
Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal tpprovedastonrplylagwllli&A
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Florida Id g
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TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601.60
For corner astragal anchorage on 80'or 135'comer utile,see wheel 11 (May be Ilmhed by Table 2A)
TelDoor UNt e applies to class Types 80 84' 90' 98' Hel ht102' low 114' 120
4,4A,6,BA,7,7A,a&6A 69.718'DLO ___73-7181310 79•/8 DLO 85.718'D O 81-7 8'_1- _Dr08-1/8' LO 103.7 8'DLO 109-7 1,D O
and the Stile/Astragal types nc r Group c orGmup Anchor Group nonor Group AnCnOr Group Anchor Group Anchor Groupnc r roup
shown below. 1 2 3 4 1 2 3 4 1 1 2 3 4 1 1 2 3 4 1 1 2 3 4 1 1 2 3 4 1 2 3 4 / 2 3 4
e S 1 CP +1 CA+ CA+ +7 C4N + Cp+1 C4+1 +1 +1 +1 C4+ a +1 + + C4+1 + + C4+1 + ♦ +1 C4+ +1 + 04r + +1 C4+1 +
24' DLO Jamb 8 a 6 a 8 8 8 8 6 a 8 8 6 8 6 6 10 10 10 10 10 t0, 10 10 10 10 10 10 10 10 to 10
P-hook 8+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 6+9 8+8 8+9 8+9 8+9 8+8 8+9 8+9 9+10 a+10 9+10 9+10 0+10 8+10 9+10 9+10
Hand/9111 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 04+1 C41+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 04-1 04+/ C4+1 CAN C4+1 C4+1 04N G7+1 C4+1 C4+1 C4+1 Gi+1 C4N
30' 0LO Jamb 8 8 6 a 8 8 8 8 8 8 8 a 8 8 6 8 10 10 10 10 10 10 10 10 10 t0 10 10 10 10 10 10
P-hook 6+7 8a7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 6+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 B+1D 9+10 9+10
Mad/Sill C4+1 C4+1 C4+1 C41+1 C4N CA+1 C4+1 01+1 NO C4+1 CA+1 CA+1 C4+1 04+1 C4+1 Ci+1 07+1 CA+1 C4+1 CAN C4+1 G4+1 C4+1 C4+1 C4+t GIN C4+1 C4+1 C4+1 C4+1 C4+1 04+1
O O Jamb 8 a 8 6 6 6 8 6 8 8 8 6 8 6 8 6 10 10 10 10 10 10 10 10 t0 10 10 10 10 10 10 10
P-hook 6+7 8+7 a+7 6+7 7+8 7+0 748 7+9 7+6 7+8 7+8 7+8. 7+6 7+8 7+8 7+8 6+9 6+9 8+9 8+9 8+9 8+9 6+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 8+10 9+10
F4eed1S18 C4N C4+1 04a1 C4+1 GIN Gi+1 CAN 01+1 C4N CAN C4+1 G4N C4+11104+1 GIN CAN CA+1 04+1 C4N Gf+1 CAN CAN C4+1 C4N C4+1 C4+t C5+1 CSN C4N GIN CSN C5+1
42' DLO Jamb 6 8 6 8 6 8 8 8 8 6 8 6 6 6 8 6 10 10 10 10 10 10 10 10 10 10 10 10 10 70 10 10
P•hook 8+7 6+7 8+7 a+7 7+B 7+8 7+6 7+8 7+6 7+8 7+6 7+8 7+8 7+8 7+8 7+0 8+9 8+9 0+9 !C4+2
B 8+0 a+B a+9 8+8 9+10 8+10 9+10 Br10 9+10 9+10 9+10 9+10
Mad/8111 ka+76+7
2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 04+2 C4+2 04+2 C4+2 04+21C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 04+2 04+2 C5+2 C8+2 C4+2 C5+2 C6+2 C6+2 C5+2 C5+2 C5+2 C5+2
48' 41' Jamb a 8 6 8 6 8 a 6 8 8 8 8 8 8 10 10 t0 0 10 10 10 to 10 10 10 f0 to 10 10 10
LO P-hook 7 0+7 6+7 7+6 7+8 7+6 7+8 7+6 7+8 7+8 7+8 7+8 7+9 7+6 7+8 6+9 8+9 8+9 9 8+9 8+0 8+9 8+9 9+10 8+10 6+10 8+10 9+10 9+10 9+10 9+10
Hesd/0111 2 04+2 04+2 C4+2 G4+2 01+2 C4+2 G+2 04+2 C4+2 C4+2 G4+2 04+2 C4+2 04+2
64' O47" Jamb 8 8 a a 8 6 6 8 a 8 6 8 a 8
'P-hook
7 6+7 6+7 7+6 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+6 7+8 7 8 7+8 Not available in these sizes
+2 CA+2 C4+2 04+2 C4+2 CA+2 G+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 + C5+2
80' 0 8 0 a 8 6 e 8 8 B 8 6 6 6 6
8+7 6+7 7+8 7+B 7+B 7+8 7*6 7+B 7+6 7+6 7+8 7+6 * 7+6
NOTES: O= EXAMPLE ON SHEET 9
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. DLO WIDTH=
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: NOM.PANEL WIDTH-7"
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 OH LENGTH DLO HEIGHT=
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.125"
3)4'.3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SIII Riser Height
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flet or Box,see Pressure,pst = o OH RATIO 21 PANEL HEIGHT=
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM):THIS CONDITION IS Sheet 17) = O❑ DOOR UNIT HEIGHT-1.868"
NOT RATED FOR WATER INFILTRATION. Flush-11 see note 3 O
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2.1//22'' +46.e7
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3.1/4' +60.0
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH
INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&10 FOR ASSEMBLY DETAILS.
Straight Astragal Lockstlle @ 90'Astragal Lockstile @ 135'Astragal Lockstlle @
Interlock P-hook Lockstlle@Jamb Assembly Straight Astragal Assembly 90*Astragal Assembly 13S*Astragal ♦pproveddcomplyi°avdlif>r►
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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 oak
Standard Astragal Inside NOAM
Outside Outside Corner et.m1 dePradael e
Corner 0v. ,
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InsIdeCIorner'1 1 Corner '.�•.•'�iCEHst '•.Fp �:
Part 063(Stile) Part 061(Stile) part N319(Out.) Part N61(Stile)
Part 061(x2) Part#61 Part N61 PartN67(Astragal) Part N61 Part#118(Corner Part#120(Iner) .) (Corn`&31 MNo lit) Part 061Recei = %t r No.b670�L
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TABLE 3: TABLE 3A:
Deslgn Pressure(DP)and Anchor Quantitles Required,(tor all approved co nfig uratlons on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP
For comer astragal anchorage on 90•or 1381 comer units,see shoat 11 (May be limited by Table 3A) (Water Infiltration Rating)
Door U Height 8111 Riser Height
Table applies to Glass Types 4,4A, so" 84" 90° 96" 102° 108" (Flat or Box,see (+)Design
6,6A,7,7A, 8&6A and the S91s! 69-71W DLO /6" O 79-7/8'DLO 8'DLO 91.7 6 LO 97.7 8°D O Sheet 17) Pressure,psi
Astragal types shown below. Ano or Group Anchor Group Anchor Group AnchOr roup AnchorGroup, Ane or Group Flush-1-1/2' see note 3
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Low-2-1/2" +46.67
DesignPressure +-90.0 + s +- s Medium-3-1/4° +60.0
24" 17- Head7Slll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 CA+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 High-4' +90.0
DLO Jamb 8 8 8 8 9 9 8 8 8 8 8 8 8 8 8 a 10 10 10 10 10 10 10 10
P-hook -6-4-7-F-6+7 1 8+7 1 8+7 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+11 1 7+8 1 7+8 1 7+8 7+8 6+9 1 9+9 6+9 6+9 B+9 8+9 a+9 8+9 SEE NOTES 1-3
Design Pressure +/-ge.Opsl +1.82.6 sf +/-78.0 at
30' 23' Headf8ill C4+1 C4+1 C4+1 C4, C8 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+'I C4+1 C4+1 C4+1 C4+1 C4+1
t DLO Jamb 8 8 6 8 B 8 8 8 9 8 8 6 8 8 8 a 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+0 8+9 g+9 8+9 8+8 8+9 8+9 8+9 8+9
Design Pressure V-90.0par +/-62.6 par +676.0 psf
29" HeeNSlll C4+1 I C4+1 i C4+2 C4+21C4+1104+1104+21 C4+2 C4+1 C4+1 C6+2 C8+2 C4+1 04+1 C�.1+2:W+2 C4+1 C4+1 06+1 C6+1 C4+1 C4+1 C8+1 C6+1
36" DLO Jamb 8 8 0 8 8 8 8 8 8 8 a 8 8 8 8 10 10 10 10 10 10 10 10
P•hook 6+7 6+7 6+7 8+7 7+9 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+g 8+9 8+9 8+9 6+9 8+9 8+9 8+9 8+9 8+9 6+9 I
Design Pressure +✓•-90.0 psf +/-02.6 pat +/-76.0 pal OH LENGTH I+-
42° 36° Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C6+2105+21 C5+2 C5+2 C6+2 CS+2 C6+2 06+2 C6+2 C8+2 C5+2 C6+2 C5+2 C8+2 C8+2 06+2
DLO Jamb 8 9 8 a 8 8 a B 8 9 10 8 t1 a 10 a 10 10 10 10 10 10 10 10 0
P-hook 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+6 6+8 0+9 8+9 8+9 8+9 8+9 8+9 8+9 8+8 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 w p
Design Pressure +✓-90.0paf See Note A bebw. +!•62.6 pet +/-76.0 pat = O OH RATIO z 1
48° 41" HeaN9111 C4+2 C4+2 C6+2 C5+2 04+2 C6+2 08+2 C8+2 C6+2M8+9
C5+2 C5+2 C6+2 Ca+2 C6+2 CB+2 05+2 C8+2 C6+2 C6+2 C5+2 C6+2 C6+2 06+2 0
DLO Jamb 8 8 8 a 8 8 10 a 810 9 BIB 10 a 10 10 10 10 10 10 10 10 1
P•hook 6+7 7+11 7+8 7+9 7+8 8+9 8+8 0+9 8+98+9 1 8+9 1 9+9 9+10 9+10 18+1D 8+9 1941019+1019+10 1 6+9 19+1019+1019+121FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,04 6,8A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7
NOTES: OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= 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-10.126"
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 PANEL HEIGHT=
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866"
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.
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.
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Interlock P-hook Lockstile @Jamb 4,pprmed a.wmplyingwith thb
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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 oeuN 26/5
Heavy-duty Astragal Outside C Outside Corner 611 mt D e Produc
Corner
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Part 061(x2) Part 061 Part 061 Part 961 Part 0118(Corner Parts 031&032 Part 061
Part 068(Astragal) Part 0120(In.) - ;
Receiver) (Corn.&Fxd Mount) - r^
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NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C8" SHEET 10 FOR INTERLOCK P4„MAX.O.C.
POCKETS CLUSTER,SEE
THIS AND 80"NOM. DETAILS.SHEET 11 x x
SHEET " SEE POCKET (8)P-HOOK 1----_-_. xPANEL WIDTH x x x x
JAMB MOUNTING I x x x x x f x x x x x x
INSTALLATION. ADAPTER 5"MAX' ��( x x x x xx x x x x x x
THIS SHEET ANCHORS MIDWAY i 1 L 3°MAX.
&SHEET 14 BETWEEN P-HOOK i ® I I 4 PAIRS OF
" ANCHORS&AT 3" i I I x=FRAME X.x ANCHORS
FROM TOP& i ® _ o ANCHORS 88" (TOTALS
BOTTOM 14' UNIT o UNIT 21•MAX• ANCHORS)
�a MAX.O.C.'' D.C.
4.051" "MAX.TO OPENING i yQ ®I 14•Max.o.c. PER JAMB
n®=P-HOOK HEIGHT
EDGE OF POCKET SEE g a I 0 ANCHORS x (SEE JAMB
INSTALLATION DETAIL
DETAILS'Jc'$'Kc', j 9 I O I m o=P-HOOK BELOW)
END PANEL SHEET 14&PART i p 1®1 � MOUNTING
ANCHORAGE DETAILS'J'$'K', 1 v . 101 3'MAX. ADAPTER x
2N'MAX. (2 ANCHORS) SHEET 19F R j 1 ANCHORS "
O.C. P-HOOK L------6.MAX• x x x
x x x END PANEL
ANCHORAGE ANCHORS END PANEL x' x x x x xx x x x xx xx x x' x x 6°MAX. ANCHORAGE(SEE
ANCHORAGE x' x xx x . x' �.+2• SKETCH BELOW)
(SEE SKETCH BELOW) ,�.+2' �•+2" °+2- ANCHORAGE AN
CENTERLINE 8"MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE:6-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: Nr
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 8" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
ANCHORS MAY BE ADDED
I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERiO HEAD OR SILL IF A SPLICE
80" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK,
NOM. •I INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX,
PANEL SEE"C5"CLUSTER ASTRAGAL.LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK r o.c.auess
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT aw armor 6"MAX.
REQUIRED AS PER THE FIGURE AT RIGHT: axncuaa
CENTERLINE JAMBS&P-HOOKS:6"MAX,FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR T-712-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 "POM�D`0"'MTI°awlik�
REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL on
10
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE NeAM
• DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 8^ r7oe•n "
If
INTERLOCK ASTRAGAL I+
i • 4.051" 3.5„ i MAX, I n1,
• • ^• • . ;.`,gx LYNN q1
\tip..• `�CensF'••.F�
a _
No.58705
EXTERIOR OF PANELL 3E „+2"ANCHORAGE CENTEROF PANEL 4E "+2"ANCHORAGE f OF PA ELL 6E - r�
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS (o f•715 -ii
. 10/8!1015 A 0 CHANGES THIS SHEET °i1b�o5i ��•. STA"E OF
1070 TECHNOLOGYDRNE ANCHORAGE SPACING&EXAMPLE PLANS % ,�. tORION.•'-�;`
N.VENICE,FL 34275SERIES 770 ALUMSGD-LMIMPACT ;10NAI.
. . ���
(041}450.1000 1
a.w amt a+rx• a."row — A.LYNIWLL ,P.E.
a+x"eY. am: rn.,xro a"u: -22 PGTO130 A P.E.058705
JR 10/10/14 CERT.OFAUTH.M298
RT. SOD-770 Nr$ I)
ASTRAGAL OR _SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG.
INTERLOCK--i IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED 2,04* 2,04'
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
3.5" 1.75" -
J.:� EXTERIOR 6"DIAG.
1.76*--j I- �— 7- 7" 3.6" 21'
'DIAG.
Ak t -- - — X 0 AG. MAX.
2.04" 2.04 D.C. EXTERIOR
EXTERIOR
2.0
2.04" 21"
MAX,3.5"
7- EXTERIOR 4'1)4IAG r EXTERIOR 7" 3.6" Q.C.
2-TRACK FRAME HEAD/SILL HEADISILL 2-TRACK 7 M 6"MAX.
@ ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK - FRAME HEADISILL
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER 0 ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER 2-TRAC K.
ANCHORS ARE REQUIRED,-Cr) ANCHORS ARE REQUIRED,'CV) ANCHORS ARE REQUIRED,"C6') FRAME JAMB 6"MAX
ANCHOR PAIR
4-TRACK
ASTRAGAL OR L_SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR L_SPLICE LOCATION 11 "DIAG. FRAME JAMB
INTERLOCK-]-IF NEEDED INTERLOCK CONDITION,USE INTERLOCK-1 -IF NEEDED. EXT EXT ANCHOR PAIR
CENTERLINE I CENTERLINE CO'CLUSTER DETAIL) CENTERLINE
13. 3.5" 7" 3.61, 2.04
ANCHORS MAYBE INSTALLED
21 EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
4.101811 D.C.
I yi 2.04" tj IIII
NOTES:
EXTER1112R' 7" EXTERIOR7- 4"DIAG. EXTERIOR 3.6" 1 &v 1.ALL DIMENSIONS SHOWN
�5 3.5- MAX. ARE BASED ON MIN.
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL IG 3-TRACK FRAME HEAD/SILL ALLOWED.
0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,-CS-) ANCHORS ARE REQUIRED,'CB') ANCHOR PAIR I-HUUK SEE SHEET 9.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTERLOCK 'IF NEEDED INTERLOCK (FOR SPLICE CONDITION,DO NOT CONDITIONS ONLY:
CENTERLINE ICENTERLINE CONDITION,USE INTERLOCK�
U
CV CLUSTER DETAIL) CENTERLINE USE THIS DETAIL) SPLICE LOCATION
1.76' 77IF NEEDED
3.5" 3.5, 3.6"
2.04' i f 2.04" 4"DIAG.1 2.04" P—td complyingvilb 16
—g Dnk
"31o4ldg
2.04- 5,37"DIAG -DV MOAN
4- Aq. I
X A' 1 511swil #dcPmdu4 hM
2
—4"DIA13— 2.04"
0 Illy
EXTERIOR EXTERIOR TERIOR .5. 3.6- Wj LYNN
7" 7' �3 NO
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILLID 4-TRACK FRAME HEADISILL
Q ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK CadASTRAGALOR INTERLOCK
No.50705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"CV-)
ANCHORS ARE REQUIRED,-C4') ANCHORS ARE REQUIRED,'CV) WITH&WITHOUT SPLICE CONDITION
10.7
sc No cHMG68 THIS SHEET TE
ANCHORAGE,EXAMPLE CLUSTERS
N.VMM,FL S4276
RWRI ar
SERIES 770 ALUM.SGD-LM IMPACT
A.L'Y'N'NUL6"RE,
JR CERT.OFAUTH.#292,V P.E4 58705
2'04" 2'04" INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN
?4'DIAG. 4"DIAL. 8.94" ARE BASED ON MINIMUM
8.12" 6.12" 3.5" ALLOWED.
INTERIOR INTERIOR 7" 44.TER4"
INTERIOR gUANT12. ILS DEPICT TYANDSPACINGOR
90° 3. 90° 3. " EXTERIOR 1 °
AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4" 3 5" EXTERIOR
3.5" 4• 3.6" 4,. "+1"ANCHOR
2,04• EXTERIOR 2 04" 7• 2,02.04" 7"
EXTERIOR 8.94"
90°CORNER 90°CORNER 135°CORNER 136°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6') ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,"C6")
4.08' "+2"ANCHOR
INTERIOR -
EXTERIOR INTERIORIl
4.08' "+1"ANCHOR
4" 7.41" 2.04° 4"DIAG.
INTERIOR 3.5" INTERIO
90° 7• 135°
EXTERIOR I _ CENTERLINE
3 1 3 6" OF PANEL
4.08" ° 4.08" "+3"ANCHOR
5.37"D G. 6.37"D G. 7"
CENTERLINE 2.04'
3.5" 4" 3.5" 4 OFPANEL 4"DIAG.
EXTERIOR 7" EXTERIOR 7" 4" INTERIOR ALL "+2"ANCHOR 3.5"
90°CORNER 136°CORNER ExreRloR VIEWS 7"
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL J5 CENTERLINE
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) I 4-DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12' INTERIOR 2.04"
2.04" 1 " 3.5"
EXTERIOR CENTERLINE
4 INTERIOR 5'89" OF PANEL
INTERIOR 90° 3.6" 135° "+3"ANCHOR
4• 7" 2.oa°
+ppmved a aomplYlo6 vdt►IE►
G 3.5" Flo" d e �'
6.12" 4 DIAG. 6,12" 4.08" pale
7" EXTERIOR NO'N
laml de Prod"
9Y•
2.04" 3.5„ 4., 4"DIAG. 3.5" 3.53,5" 1� 7
ExrERlo 7 EXTERIOR 4 2.04' CENTERLINE `` 0��� LYNN
OF PANEL ��•'\>cEhisF'•�Fp ':
90°CORNER 135°CORNER ,_� ,•
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL
("118"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT No.52705
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) =
• LYti
a— ri ' W,
SC 10/&1016 A�LL OCHANOE3 TH188HEEr (� ��T TL OF IQ
f870TECHNOLooYORNE ANCHORAGE EXAMPLECLUSTERS ='.r�'.,•., ,..�oR�o�•.• �,
�• (941)480.1600 N.VENICE, 176 SERIES 770ALUM.SGD-LM IMPACT
on"ner. o°ex oasa c"e° e.ivart arwe u..e °"'°e"' rt•r. A.L1�hIN MILLEI2�P.E.
JR f0/f0/f4 CERT.OFAU7H.929288 ® soo-no NTS 11 d 22 PGT0130 A 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"' 2-1118'• 2-1/18"" NOTES:
EXTERIOR 1/4" 1/4" 1/4" 1.ALL DIMENSIONS
G] MAX. MAX. MAX. SHOWN ARE BASED
j SHIM EXTERIOR ` o r SHIM EXTERIOR SHIM ON MIN.ALLOWED.
2.METAL OR EMBEDMENT: T T a
SUBSTRATES MAY BE
SEE TABLE A, J USED FOR ALL FRAME
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
2 TRACK FRAME HEAD 3 TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL D.C.
IS
®w WOOD INSTALLATION W WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 8"(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.) 1 SHEET 1� 1 SHEET 1�
T J (1!4"MAX.) r. 1 (V4"MAX,) T a
EXTERIOR I
EXTERIOR
EXTERIOR I EMBEDMENT:SEE
TABLE A,SHEET 1
2-1/16"' 2-1118"' �2-1/18°'
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
® TLFRAME
TTALL
WO INSTALLATION WOOD INSTALLATION MEAL INSTALLATION
EMBEDMENT:SEE 1
TABLE A,SHEET 1 !
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 SHEET 1
EDGE DISTANCE: METAL TYP.,
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 SHEET 1 SEE ANCHOR
2X WOOD EDGE DISTANCE: 2X WOOD NOTE 4,SHEET 1
SEE TABLE A,
TYP.,SEE ANCHOR TYP.,SEE ANCHOR ■pp'oved a mmplyingwllb Ihi
NOTE 3,SHEET 1 SHEE71 NOTE 3,SHEET 1 2-1/18"' 6lnrld■ td g
SMS ANCHOR TYP., Once
2_1/18„• SEE ANCHOR NOTES w l a F aluc nhol
2-1/18'• &TABLE A,SHEET 1
WOOD ANCHOR TYP., WOOD ANCHOR TYP., MIN.OF 3 01
SEE ANCHOR NOTES THREADS
&TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THErr�
EET 1 ,, \V I.YNN M
EXTERIOR O Qe,,.••••••.,•1(
&TABLE A,SHEXTERIOR METAL
I EXTERIOR f L SUBSTRATE �ICEiJSF '•, y�
ID 114"MAX.SHIM —4-
114-v 114"MAX.SHIM
1/4"MAX,SHIM No.58705
2-TRACK FRAME JAMB3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
Gw WOOD INSTALLATION ®w WOOD INSTALLATION \,Iw METAL INSTALLATION '=-U•: D,,J LX
/ 41Z
R-dry nor• nnn�au: U\•, STA F 01F r ll
sc faermfa A No CHANGES THIS SHEET fo7o7ECNNOLOGYDRIVE ANCHORAGE DETAILS F
N VENICE,FL 31276 nK (`1�^.,L OR10P,.•;�,\,
/94,l.,80-16M SERIES 770 ALUM.SGD-LM IMPACT
. Q ® SakNru06 u"`v^n ^••: A.LW4 MILVR�,C P
.E.
Cft" ne« ERTOFAUTI #29296 SOD-770 NTPGT01JR _fON4
P.E,#65705
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
�� 2-1116"' PER TABLE 2-1/16" PER TABLE 2_1Hg°• ON MIN.ALLOWED.
A,SHEET 1 A,SHEET 1 A,SHEET 1 114"
EXTERIOR ; p•, 1•'..::.' •,.•� t' 'DIAGONAL O.C.IS
;.;,:; ;': I :•:: ": i :.:F;. .,..:•.•. :•.. ....: r MAX. MIN4"(HE(HEAD
j 7I� i SHIM OR 8°(JAMB)
EMBEDMENT: 1/4" EXTERIOR 1/4" EXTERIOR � ODEBT;ILS,SHEETS
SEE TABLE A, MAX. a MAX. a
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1XCONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD i 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION K_C0 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 17
ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5, NOTE 5,
NOTE 6,SHEET SHEET 1� SHEET 1�
1(1/4"MAX.)
-T-
E
:,.. (1/4°MAX.) 1!4"
.- l ( MAX,) _
XTERIOR EXTERIOR;' .t. 1 EXTERIOR •�� �! 'Y L'
G7 2-1/18" CONCRETE
2-1/18" �2-1118 PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL da 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Oc CONCRETE INSTALLATIONEc CONCRETE INSTALLATION Fc CONCRETE INSTAL
EMBEDMENT:SEE
TABLE A,SHEET 1 ~
EDGED[I STANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 -�I _ 1 SHEET 1
EDGE DISTANCE: PROPERLY SECURED
EMBEDMENT:SEE SEE TABLE A, 1 X WOOD BUCK TYP.,
TABLE A,SHEET 1 �I.. SHEET 1 SEE ANCHOR NOTE 3,
EDGE DISTANCE: SHEET 1
PROPERLY SECURED SEE TABLE A, PROPERLY SECURED
1X WOOD BUCK TYP., SHEET 1 1X WOOD BUCK TYP., •nnroYed oswmrlrwewlmle►
Marais2-1118°'. m s
SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONC./CMU ANCHOR
SHEET 1 SHEET 1 TYP.,SEE ANCHOR NOAa
•. 2-1/18"' NOTES&TABLE A, O l*F—,-d-..Prodge Oct trot
CONC./CMU ANCHOR CONC./CMU ANCHOR 2-1/18"" SHEET 1 CONCRETE nv
TYP.,SEE ANCHOR
NOTES&TABLE A, TYP„SEE ANCHOR OR CMU
SHEET 1 CONCRETE NOTES&TABLE A, EXTERIOR PER TABLE ���� LYNN
EXTERIOR SHEET 1 CONCRETE C1� .. i
• OR CMU EXTERIOR �( •' A,SHEET 1 ;� ,?,0 ., LL,
}-� I PERTABLE OR CMU :'��C£NSC''•.`Q
V 1!4"MAX,SHIM
A,SHEET 1 1/4" PER TABLE
MAX.SHIM -►I I--
A,SHEET 1 1/4"MAX.SHIM No.50705
2-TRACK FRAME JAMB 16Fh 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB /^
Oc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION (y-
n 4 O 1
R.wSC 10/52016 A O CHANGES THIS SHEET ��(�'•, STAIEOF �'.<<t
E.:
10707ECHN.VENICE,NOLOOYDRIYE ANCHORAGE DETAILS .R.WgrR (a41)460-I600JIY76SERIES 7700 ALUM.SGD-LM IIMPACT �A.LYNN mmt:I2(�P.E.
Do.SJR oHo/14 CERT.OFAUTH.N20280 ® Sao-770 NTS 13 d 22 PGTO130 A P.E.#68705
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMBSHOWN ARE BASED
REQUIRED AT ALL •.r 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT .r DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TA13LE A.SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATIONCONC./CMU ILLUSTRATIVE
Oo o SEE ANCHOR NOTES D5!IANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1
28 ANCHOR NOTES$ TABLE A,SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYP. l TABLE A.SHEET 1
SHEE71 ILLUSTRATION,SHEET 9) 1-1/4ALL APPROVED
28 ..: . .+:; ., :.;.., SUBSTRATES.
"MIN.EDGE DISTANCE
DISTANCE:SEE >`' EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: ,•' SHEETS 6-8 FOR
., REQUIRED P-HOOK
SEE TABLE A, '.:,1,,':';';ti' „"`:' ,•` "''• P-HOOK MOUNTING AND P-HOOK
28 EXTERIOR SHEET 1 ',,',•`::•; `,..'+,' •.''�•`. ', ADAPTER CONCJCMU MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., "' ANCHOR TYP.,SEE
SEE ANCHOR NOTES P-HOOK ='.••`:•'',:':<'.•:'.: +':•':: ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
EDGE DISTANCE A,SHEET 1
ILLUSTRATION,SHEET 9 ILLUSTRATION,SHEET 9)
ah P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#18,#20,#22 OR#24, Jc PARTS 918.#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 P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
EMBEDMENT:SEE CMU PER TABLE
NOTE 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 17 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE
A,SHEET 1
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
SUBSTRATE &TABLE A,SHEET 1 ir•'.••:•:'••=••;.';:::•e: .'!;:...'';'. (ALSO SEE TYP.
28 (ALSO SEE TYP. EMBEDMENT: ;•�,:.•;,�;;, ;
ILLUSTRATION, SEE TABLE A, ILLUSTRATION,SHEET 9)
SHEET 1 fw.",, 2�
EMBEDMENT: SHEETS) :..�., .�:�' ' Y •;;
SEE TABLE A, IDISTANCE:SEE
SHEET 1
TABLE A,SHEET 1 ^:' i 1-1/4"MIN.EDGE DISTANCE
30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES E ANCHORTYP.,SEEDE
E 4pprovcdascomplyl"gwIthft
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE -\G mocha ela g
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. NOAa a
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCEml ►do '°duct "
ILLUSTRATION,SHEET 9) Illy
P-HOOK FOR USE WITH BOX SILL RISERS P-HKc PAROOK FOR TS#19.#21S#23 OR#26E WITH X SILL RISERS LYNN
Kw PARTS#19,#21,#23 OR#25,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ��'.•'��CEIJSE''�F�
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY - No.58705
AmOe!: aec n..xia,u: oenpms :T.';�IT,9--
NO
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CONFIG. EXAMPLES
MAX,UNIT
WIDTH MAX.UNIT WIDTH
MAX, NOM.PANEL WIDTH
HEADER DETAIL'A, DLO TYP.PER TABLES 1-3
SHEET 18;INSTALLATION WIDTH_ INTERIOR
R
NT m
L
DETAILS'Ayl&-Ae,
SHEETS 12&13
PANEL PANEL EXTERIOR
] go*
PANEL TYPE -R DE
TYPE PANEL CORNER TAIL'N2!,
TYPE as, 'ASP TYPE SHEET 19&CORNER
IN NOM. MAX.UNIT ANCHORAGE SHEET 11
MAX. MAX- HEIGHT INTERLOCK DETAIL
PANEL 1; PANEL DLO
��,— WIDTH TYP PER 'M,SHEET 19
HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR'
—NOTE 2 TABLES 1-3 13
JAMB DETAIL'G3',-SHEET
X x x 18;INSTALLATION DETAILS
'GW'&Ge,SHEETS 12&13
SILL DETAIL'0,SHEET 18; 90
INSTALLATION DETAILS EXAMPLE:90*INSIDE CORNER,4 PANELS-=XX
'DW&'De,SHEETS 112&13
SILICONE
-------- BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT DOOR UNIT HEIGHT-1,886"
#8 x I"
#10 x 1-10 PH SMS
PH SMS 00
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Ry
NOTES:
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1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS"FOR MAX. '0 ...... z
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. N
2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL,
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DPIANCHOR TABLES.
ct.
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(941)480-100 SERIES 770 ALUM.SG -LM IMPACT
_JR 10110114 CERT.OFAUTH,#29296 QD SOD 1—ATsj-15 .22 PGT0130 1plAl A.. REA 68705
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 16
`'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
�-INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL'A',SHEET 18; MAX.LJAMB DETAIL'G3',SHEET
SHEET 18;INSTALLATION DETAILS'I I& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDTH 18;INSTALLATION DETAILS
DETAILS'Gw'&'Gc', L2,SHEET 19 'Ay/VAC',SHEETS 12&13 7 ,SHEETS 12&13 TYP �'Gv/&'Gc',SHE 12&13
SHEETS 12&13
( , EXTE IOR INTERIOR
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL
R' 'L' D' A' NAE TYPE TYPE TYKE MAX. M',SHEET 19
MAX. 'CS' OS'
UNIT UNIT 90°OUTSIDE CORNER
/ NOM, / / / DETAIL'N1',SHEET 19&
' PANEL HEIGHT SILL DETAIL NOM. / HEIGHT CORNER ANCHORAGE
MAX.
WIDTH
DPER TYP
PER SEE TABLES D',SHEER MAX PANEL TABLES
WIDTH TYP. / SEE PER SHEET 11
DLO TABLES 13 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 INTERIOR
HEIGHT SHEET 16 DETAILS HEIGHT TABLES 1-3 SHEET 1b ` EXTERT
'DW&'Dc, �L., M.PANEL
X xX SHEETS 12 aX TH TYP.
(� &13 Ix X X PER TABLES
SEE FRAME& MAX.UNIT WIDTH SILL DE A L'D',SHEE719;� —�I MAX.UNIT WIDTH 1�
PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS MAX.UNIT WIDTH
CONSTRUCTION
DETAILS SHEET 16 'TRACK
'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
2
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 'Id,SHEETS 12&13�
HEADER DETAIL ( 1
J� AMB DETAIL'H2',SHEET P•HOOK DETAIL'J'&'K',SHEET B',SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAILV,SHEET
DETAILS'BW&'Bc', DETAILS'Iv/&le,SHEETS 12&13 18 INSTALLATION DETAILS
'HW&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 Cw'&'Cc',SHEETS 12&13
r — MAX.UNIT WIDTH r ---- MAX.UNIT WIDTH --^�
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE
TV L, M. ,F, I M, F, ,F, P, MAX.
MAX.UNIT NOM. �' i NOM. UNIT
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HEIGHT / / PANEL / n I I PANEL HEIGHT �c�ai uld ® e
PER WIDTH TYP. ¢ I / / WIDTH TYP. / PER D,p ��
TABLES MAX./ /SEE PER / i SEE MAX• PER TABLES NOA
1-3 DLO NOTE 2, TABLES 1-3 i OTE 2, DLO TABLES 1-3 1 3 M rot o PioJucl Coeho
HEIGHT SHEET 16 i SHEET 15 HEIGHT ov,
0 X X X i X X X 0
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18; XX
1✓ EXAMPLE:XO SILL DETAIL IF',SHEET 18; 1-10.50'/05
(3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS
E 'Ed,SHEETS 12&13 Fw'&'Fc',SHEETS 12&13
Eve&
rss.Co 10/52016 NO CH
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1070 rECHNOLOGYDRNE EXAMPLE ELEVATIONS R2T
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/� CE,FL alsooaes76 SERIES 770 ALUM.SGD-LM IMPACT �'i5S/ONFd.IM8
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JR 10/10/14 CERT.OFAUM.OMSGD-TTG NTS 16 d 22 PGT0130 A REM 56705
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER RECEIVER 135 RECEIVER
TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE WIHAND#LE1890 RECEI#VERB W/HANDLEI W/HAND#L�E1
-E� � #120 11119 q81 #118 #81 #6 #81 #81
SINGLE 0- F PP K TR TQ TC TA TV TW
IN
OUT (O%�
SINGLE
INTERLOCK ffD3- SA SV SW
IN teaxour (Boxes)
FIXED RR RS S FD FC FV FW
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Ll lASTRAGAL / R PANEL NOTES:
d BOX OUT
W/HANDLE ;eoxoDp 1.SEE DP TABLES 1-3,SHEETS 8-8 FOR PANEL
ASTRAGAL SIZES&DESIGN PRESSURE.
N LEFT 4INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J IN/HANDLE PwxBO PANEL �I PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
�— ASTRAGAL T / / STILE �+yEXTERIOR STILE AND ARE NOT AVAILABLE.
BOX OUT (a oDO f U - v 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
PANEL'E"SHOWN,SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR
CORNER RECEIVER(#118)AND EITHER
ASTRAGAL APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
1/
LLJeox IN T `� ASTRAGALS.
reoxw) lBoxuO
J 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES
INT CORNER RT Cl
90 LOCKSTILE (#61)AND CORNER ADDON(#31).
J W/HANDLE#1P I+— ,232'
ILLI EXT CORNER SILL RISERS OPTIONS 232"
7 BD LOCKSTILEQT I .QS W/HANDLE#119232' .232' E TERIO EXT R ,082"
EXT CORNER go'
8 ^^ EXTERIOR EXTwR10R C,tJ, •06Y 4.055'
90 RECEIVER CT (v:�ti+ G.J .062" `�
W/HANDLE #1 9 3'305"
2.665' _lll —llj
INT CORNER#61 1.687'
90 RECEIVER AT AS DF •D62" A
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EXT CDR #118 SILL RISER FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT
90 RECEIVER CF 16'FLUSH,1-1/2" 20 LOW,2-1/2" 22 MEDIUM,3-1/4" 24 HIGH.4"
I� .750' •PD�ovaduamplyluardli lh.
EXT CORNER 7X11 •760' n tib 6 O
135 RECEIVER VT VS VF EXTERIOR
WI HANDLE #61 EXTERIOR EXTERIOR 760•
EXTERIOR 082" <t-' .082" m
�WIHANDLE
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36 RECEIVER WT WS WF •062 3.305'#81 `� IN
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19' FLUSH,1-1/2" 21 LOW,2-1/2" 23 MEDIUM,3-1/4" 25 HIGH,4" _ '� I.o.58705 ••-'�
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 =•O
SC 10/8/2016 A � OCHANGES THIS SHEET AU•• SIADFI <Ur�
Roodgr DPWR 1070TECHNDLOGYDRIVE PANEL TYPES �;'�p•�•.,FtORIDPN.
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JR 10/10/14
ASSEMBLY DETAILS
108 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) Lp q T BOOR et 105
14 100 FULL LE GTH t4
76 8 107-8110 17
OFJ6 G3 800861 6
eo oR 61 G1 60 OR 61 MB
2-TRACK JAMB 1a
2-TRACK JAMB (SHOWN 6 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
8'LONG OPERABLE LOCKP_I
113 105 W/RETAINER#106 80 PANEL CLIP 76 10
MIDSPAN (SHOWN WITH PANEL)
FIXED PANEL TO LOCK PART SEE DETAIL G2
6 THE INTERIOR) EXTERIOR 103 113 76 8107-11 103 FOR FIXED 6 5EXTERIOR
EXTERIOR PANEL CLIP103
15® 112 ®4FULLGTH G2 40 G460 OR 61 ,TSI
N10 X,X 2-TRACKJAMB 2-TRACK JAMB EXTERIOR r yEXTERIOR EXTERIORSMS,X 3CLIP#80OR#105 61 52 W/SCREEN6"LONGW/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
(SHOWN WITH H1 (SHOWN WITH H2 (SHOWNWITHI1 (SHOWNWITH I2 6El (SHOWN WITH
MIDSPANFIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
I� THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
I .EXTERIOR EXTERIOR
2
112 1 3 4
TAq
45 5 113 5 113 5
52 51 69 EXTERIOR 59 EXTERIOR 89
EXTERIOR 53 a a
a
SHOWN
4-TRACK MAX.UNIT
OPT.SCREEN REENEN WF ME HEAD
FRAME HEAD ACK ®C FRAME HEAD HEIGHT PR
TRACK TABLES 1-3
b3 k
69 69
EXTERIOR EXTERIOR Wj
62 61 72 OR 73 72 OR 73 4PPmvfd a mmplykg46 11 9 10 D.
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48 47 pEXTERIOR 112 O 113 113 Oy
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®2-TRACK W/SCREEN 3-TRACK 4-TRACK ���.'��crrlsr•''•�� '�,
® FRAME SILL
0 FRAME SILL E FRAME SILL �ii:' No..r,610�• r• •''t '•
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES �llt
r:
1-3,SHEETS 6-8 FOR DP PSF ASSOCIATED WITH STILE. -,O'' (�CFri
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N.VENICE,FL 34270 SERIES 770 ALUM.SGD-LM IMPACT ' /ONn1• \�
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SJR 10/f0/14 crndm �� CERT.OFAUTH.M1p280 ® SGD 770 NTS PGT0130 A P.EA58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 INTERIOR 81 1t3 115
28 26 7
30 113
11
27 83 26 27 83 103
82 111 63 80 OR 81
BO OR 81 60 OR 61
85
28 1q
28 120
6
tu
66 I-I 85
,I-II EXTERIOR 111 1 y EXTERIOR 111 90° EXTERIOR
62 v 62 EXTERIOR INTERIOR EXTERIORID
®P-HOOK FOR FLAT SILLS ®P-HOOK FOR BOX SILLS a 90° (� INTERIOR
d (EXT.OR INT.MOUNT) K EXT,MOUNT ONLY v'�
600R81
LO K PART LOCK PART LOCK PART
75 8 t07-11 76 8 t07-11 81 76 S 107-110 6 INTERLOCK
14
173
FE®R
8D FREXTERIOR
81 118 5
113 M113 103 178 EXTERIOR 7
67
-J\90'OUTSIDE
90'INSIDE
L1 WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES#61 STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 NER -ITEM#81(HEAVY-DUTY
1 2 TRACK SHOWN CORNER N2 2-TRACK SHOWN
STILE)SHOWN,ITEM#80
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6.8 FOR DP
(PSF)ASSOCIATED WITH
STILES,
4 INTERIOR
31 OCK PAg7
76 8107-11
4 INTERIOR
5 6 4 INTERIOR
135°
♦ppro�rod ae wmplylog1r11Y fN
• 7 11 WorWa Iluldftmg
135° Dxle t14 5 g1 32 NOAH 103 Mleml ode
81
3Z r y E%TERIOR 81, IIY,
11 5 v �M1.I LYNN
LOCK PART 31 103 61 ,1�,EXTERIOR 7 `� 0�1 .,,.,,!b//((,i��
768107-110 vv t4 136°INSIDE CORNER . c;`,.•'��r,ENSF''•.`h�
02 2-TRACK SHOWN Q??,,
136°OUTSIDE CORNER ;C .�8'7
r' 05
hJo.
of 2-TRACK SHOWN
' LU
sc fDie w A O CHANGES THIS SHEET fOIOTECHNOLOGYDRIVE HORIZONTAL SECTION DETAILS,CORNERS O '•. BTA to
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N.VENICE,FL 34275 10.210,,.• (j
A ie#f}4gafson SERIES 770 ALUM.SGD-LM IMPACT jp ink E�
adc sn..t e,r.�pxa aw. A:tYNN MILLBA,P.E.
R 10/10114 oau CERT,OFAUTH.#2RM ® SOD-770 (117.5' 19 .22 PGTOi30 A P.E.q 68706
Item PGT PGT# Description Item PGT PGT# Description NOTES:
Dw .# P Dw ,# 1)ALL ALUMINUM=6063-T6
1 11306 817308 2-TRACK HEAD OUANEX/TRUSFAL DURASEAL SPACER(COMPOSITE
58
2 17303 617303 2-TRACK HEAD WITH SCREEN HAL SEALANT/DESSICANT)or CARDINAL XL EDGE SPACER 2)ITEMS#33.39,57-59,66,78,84-99,
3 17309 617309 3-TRACK HEAD 60 17325 817325 PANEL STILE 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 81 17328 617326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
6 17314 617314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEAD/JAMB ADD-ON 63 1225 6TP248 VINYL BULB WSTP.-THIN ONSIDE INTERLOCK) MIN.#10 SMS OR 3/16"MASONRY
7 17304 617304 2-TRACK SILL 84 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O.C.
a 17301 617301 2-TRACK SILL WITH SCREEN RAIL 05 17328 817328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK BILL 67 17329 617329 ASTRAGAL
10 17310 617310 4-TRACK SILL 88 17339 817339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT Be 17324 617324 TOP&BOTTOM RAIL
12 17315 617315 FRAME SRL SCREEN ADDON(SEE NOTE 3) 70 17350 417350 WEATHTASTRIP EXTENSION(INJECTION MOLDED)
13 17316 617316 FRAME SILL SCREEN ENDADD-ON(SEE NOTE 3) 71. 1695 71695 1-1/2"X 1'X314"HIGH FIN BEAL DUST PLUGS
14 17305 817305 2-TRACK JAMB 72 8153 76153X TANDEM ST.STL.ROLLER ASSY,
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8163 78163N TANDEM NYLON ROLLER ASSY.
16 17308 617308 3•TRACKJAMB 74 SILICONE DOW899,DOW-995 OR GE-7700
17 17311 617311 4-7RACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WA.ONG IHIM PLATE
18 17322 617322 SILL RISER-FLAT,FLUSH,1-112• 70 71032XIFPPX #1032 X 1'PL.SS SCREW W/TYPE"F"TIP
19 17319 817319 SILL RISER-BOX,FLUSH,1-112° 77 7103239 1032 STEEL ZINC U-NUT
20 17321 017321 SILL RISER-FLAT,LOW,2-1/2' 79 17357 017357 P 10 BEAD
21 17318 617318 SILL RISER-BOX,LOW,24U2' 80 17359 617359 7/18"BEAD I F9�D PANEL CLP
22 17355 817355 SILL RISER-FLAT,MEDIUM,3-1/4° B1 17380 017360 9/18"BEAD
23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4' 62 1224 MP247K VNYLBULB WEATHERSTRIP
24 17323 617323 SRL RISER-FLAT,HIGH,4' 03 81745 1745 LOWE INC,1/T X 1/10"BOL.SIDE ADH.TAPE,POLYETH.
25 17320 817320 BILL RISER-BOY,HIGH,4' 100 8052 48052 ROLLER ADJ.HOLE PLUG
26 17333 817333 POCKETP4100K 101 72087 JAMB BUMPER
27 7070 07070 NEOPRENE BULB WSTP FOR P410OK 102 1698 71696 DUST PLUG
28 17334 617334 POCKET P-HOOK MOUNT 103 8168 78166X 1"KEEPER
29 17335 617335 P-HOOKCOVER 104 653 7SOKEEP SCREEN LOCK KEEPER
30 17346 817348 POCKETPa100KFORBOXRISER 105 17344 617344 FDCEDPANEL CLIP-6'LONG
31 17378 617378 135 CORNER 100 17352 017352 FD(ED PANEL RETAINER-9110"
32 17370 617376 135 FMD MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
ITEMS 4063 ARE SCREEN PARTS: 108 1740 71740 HANDLE KR-RAISED EXTERIOR HANDLE
40 4319 612258 SCREEN SIDE RAR-LOCKSTILE 109 1731 78102SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN '
41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PULL
42 41818 SCREEN KEEPER SPACER SET 111 71D)04PPSDAX#10 X314"PH.PN.TEK-S.S.
43 8162 68152 SCREEN INTERLOCK ADAPTER 112 1235 07518 IWSTP,.270X.170-FIN SEAL
44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 84068 .187'X.230"FNSEAL
45 4317 612256 SCREEN TOP RAIL 114 710XiI5PPX #10 X 1-1/2'
46 4318 612257 SCREEN BOTTOM RAIL 116 710)PPT #10 X 1"
47 668 7SRAZ STANDARDROLLER 118 120XIX 414.20X1'S.S. Flo♦pridaB ldas complying�r11Y IM
48 666 TSRAX STANDARD ROLLER-ST.STL 117 720X1 12X 914-20X1.1/2"S.S. 0119 Cuiding_ _ X111 „0,_
Dela _j��JQ 125,<l�/5�
49 4344 84344 SCREEN ASTRAGAL 118 17338 817338 90 DEGREE CORNER RECEIVER NOAH
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 911 ml Dade Prodea C 1
51 1692 61692 SCREEN SPLINE-.165' 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 0y
52 1694 61694 SCREEN SPLINE-.150' 123 17352 617352 F08ED PANEL RETAINER,7/8" 1 I 1
53 61810020 SCREEN CLOTH \v
64 1725 112"X4"X1/18'SET.BLOCK,NEOPRENE 85+/6 �.•''�1C SF •••'p
65 1728 1°X4'X1/16"SET.BLOCK,NEOPRENE 86+/-5 .��,
c' Mn.58705
NOTES:
1)ALL ALUMINUM=6063-T6 4 IY_
2)ITEMS#33.39,57-59,66,78,84-99,121 A 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 0 (U 01 /U"
R.,war• o.% RM4r• , ?G'•. si ATEI�
8C IM015 A DEDMEDGE8PACER7oPARTapSB PARTS LIST �'�^ ''..LDR%O.-'
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N.VENICE,rx s427s aw
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5.069" 8.682" -� 1.38" 1,38"
0.080"
-f 1.872"
1.211° 1.605"
0.081" 082° 1.019"
0.
0.081"
0.061"
02-TRACK HEAD t0 4-TRACK SILL 40
SCREEN
(8063-T6 AL) (6063-T6 AL) STILE
6.196, 16063-T6 AL)
6.198" 6.526" 5,069"
0.080` 1.045"
1„ 1.605" •�
� 1.99L
0,062"
0.081" O2-TRACK HEAD W/SCREEN TRACK O3 TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB A5 TOP RAIL
" 16
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRACK JAMB W!6 221SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
pm I n -►{ 0.876°
1,211" {-
1 -1 � 1.36" 1.993"
0.081" -1 L 0:082"
O3-TRACK HEAD OB 2-TRACK SILL W/SCREEN TRACK 0.081°
(6063-T6 AL) (6063-T6 AL) SCREEN
48 BOTTOM RAIL
(6063-T6 AL)
9.142° 0,081"
4.49" -�I
0.080"
1" Li 1.605" 7.105°
MT
ITFTTTn- t 9.141"
0.081" O4 4-TRACK HEAD O7 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
0.080" 4PPtoYW u compytog with 16
- 1.514" 0.082" F ride9uldingcd,
NOAfI
1.280" 0.532" 0.760"
1.616" S11oml Dode Product Cboho
y 0.060" 1.990" 9r,
.L_ �
OFRAME HEADWAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN . . l.l'... .. .'�%��
B ADD-ON 12 ADD-ON Is END ADD-ON le 3-TRACK JAMB _��"•'��cENs:
(8083-T8 AL) (6063-T6 AL) (8083-T6 AL) (8063-T6 AL) t'
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _ No.00705
OR 3/16"MASONRY OR 3/16"MASONRY 17 4 JAMB -
SEE SHEET 17 FOR SILL RISERS, ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. 8(6063-T6 4-TRACK AL) 0 _
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0.718" 0.83" � 3.802"
I� 0 752° 3.802" 2.304" 0.752"
LI �- 0.885"
0.574" 0.798° 1.183"
0.062" 0.0801, 0.062" 1
0.284" 0.233" 01.062" _
O5 SCREW COVER tt FRAMESILL ze P•HOOK 2a ADAPOK OUNTING 29 COVERP-HOOK SCREW 0.080" so P-HOOK FOR BOX RISER
TRACK (6063-T6 AL) (6083-T6 AL)
(6063-T6 AL) (6063-T6 AL) (6083-T8 AL) (6083•T6 AL)
(+--- 4"
.155" 411
2,30" 1.488 1.739"
0.080"
0.830" 0.062" 1.600 0.133" 1.800 0.082" 1.303"
080" 1.870" 1.888"
.016" 0.325°
1.92.474" ' 3.125"
2.44" 3.125° 0;082°
INTERLOCK INTERLOCK
3t 135°CORNER 3z 135°FIXED MOUNT 00 STANDARD STILE Ot HEAVY DUTY STILE 02 65
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (8063-T6 AL)
3.979°
3.979"
4.125"
LLUI 0.075" 03.26"
1.04" 1050" 1.050" (� 1.050" (�
0.075" 1.646, �9H1.645° 2611" .485"
0.125"" 0.281"
.045" �-.- .045"
GLAZING B0 7EA GLAZING 9/18"GLAZING
e7 STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL 69 TOPIBOTTOM RAIL 79 BEAD-ISG BEAD,FIXED 81 BEAD
(6063-T6 AL) (8083-T8 AL) (6083-T8 AL) (6083-TB AL) PANEL CLIP (6083-T6 AL)
(6063-T6 AL)
1.003" 1.03"
- � �
0.757" 0.080
4" 5.621"
0050` i4ppmval a tomplying Wilk tb.
OFIXED 0.133" Bo dM `201
105 PANEL CLIP 0.709" 2.893" 0.133" 1.498" e14d
(6063-78 AL) 1.498"
'7C
0.080"
550" 0.863 Oy
FIXED PANEL
0.709" t23 RETAINER,7/8" _� t2G 90°INSIDE CORNER ASTRAGAL `��`OPV LYNN //�
2.826" �1 ......... 4_
0.080" -►I (6063-T6 AL) tle 90°OUTSIDE CORNER ASTRAGAL (6083-T6 AL) �tc�Ns, ''•., p ;
;Ir
FIXED PANEL tte 90°CORNER RECEIVER (6063-T6 AL) No.50706
706 RETAINER,9/16" (6063-T6 AL) -
(6063-T6 AL) = -
n.na (0f RIO, :��lil
SC iN8�10is A O CHANGES THIS SHEET (�.'•, Sf f:U'
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