HomeMy WebLinkAboutRevisions OFFICE USE ONLY:
DATE FILED: PERMIT#
REVISION FEE: RECEIPT#
' = PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION FEB 16 2016
®
° 2300 VIRGINIA AVENUE PERld1I TING
FORT PIERCE FL 34982-5652
_ � 5t. Lucie County, EL
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: (O~l 0( S O c_ r b f V S
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Zre\,a e_ C..�1 p✓IOCO�S >��-2_ ��� 'i L—1
l 5
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#f(s I ST.LUCIE COUNTY CERT.#: Z �6
BUSINESS NAME: CAF- 1k 'kaeS CF,r�•
QUALIFIERS NAME: n
ADDRESS: -323( 5E bevy ,0'cc-7_n- 'r
CITY: 5±3jrsr"- STATE: L ZIP: lg _
PHONE(DAYTIME): "7,Z `�$ - Z570 J FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS: o o p D c L-0 t �5
CITY: 3ens2.�
STATE: C— ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC:9/23/09
Revised 04/26/2010
RECEivi-llo)
FEB 16 2016
PERrylITTING
MIAMI- St. Lucie County, t=L MIAMI-DADE COUNTY
OR— . PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA)- www.minmidndg.joy/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 IISGD-770"Aluminum Sliding Glass Door w/96'&135'corners-L.M.I.
APPROVAL DOCUMENT:Drawing No.PGT0130,titled"Series 770 Alum. SGD-LM Impact",sheets
I 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 pi anent.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 I 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.
1E NOA No.15-1013.15
06=4111
VA:121? CC• Expiration Date: February 17,2020
Approval Date: October 29,2015
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. PGTO130, titled "Series 770 Alum. SGD, — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision A dated 10108/15, 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. 14-012330)
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 ,P.E.
M
Product Contraatiner
1
NOA No.15'5-1013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(coNTmNDED)
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-59939 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-5t"
Edition(2014),dated 01/30/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under prepious 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-51b 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
66SGD-770"Aluminum Sliding Glass Doors w/90' 135'corners-L. I. approved
on 02/12/15 and expiring on 02/17120.
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
w
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: SubstrateFrarne Min.Edge Min.
Group Antler Substrate
edrnent
INCLUDING POCKETS & 900/1350 CORNERS Concrete mn. s) ad/SlUeam Distance ErnConcrete , "
GENERAL NOTES 1 1141 Elco Uitrocan Ungrouled CMU,(ASTM C-90) Jamb only 2.112• 1-114•
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5, Grouted CMU ASTM C80,min.2 kel Grout) Jamb only2.1/2 talo'.
2)DESIGN PRESSURES: 114'Elco 410 S.S. Concrete min.3.35 kat) Heed/SIIVJamb 1• 1.314'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Ungrouled CMU,(ASTM C90) Jamb only 2-1/2' 1.114•
CroleFtex P.T.Southern Plne SG-0.65 HaadlSia/Jamb 1' 1.395'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Concrete mbL 2.85 kel) mood/9I6 1• 1 I've-
3)ANCHORAGE;THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4'Etc'Ultmcon Ingrouted CMU STM 690 Jamb only 1• 1.114•
PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southern Plne(SG•0.55) Head/SIUJamb 9178' 1'/8'
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,1"or4t0 Aluminum,SM45' HaodlsUl/Jamb 3/8• 0.083'
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 8.14. B.S.SMS, steel,A38' Head/SUVJamb 3/6• 0.050'
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 throadenn) Stool Stud,A653 Or.33' HeadISHI/Jamb 318• 0.0451•
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.276 ksl) Head/91U/Jamb 1-1/2' 1.316•
NARROW JOINT SEALANT, 1W Elea 18.8 S.S. Ungrouled CMU,(ASTM C90) Jamb only 2' 1-1/4'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Apgra-Gator' Grouted CMU(ASTM GSD,min,2 kel grout) Jamb only 2' 2'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.southem Pine Se-0,65 Head/SIIVJamb t• tars•
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG•0.65) Head/Sill/Jamb 9118' 1'16•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), 4 N12,Steel SMS o5, Aluminum,6063-T6' Head/suUJemb 318• 0.083•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.it threadefln)I steel,A35' Head/Sill/Jamb 3/6' 0.050'
FLORIDA BUILDING CODE,AS APPLICABLE. I I Steel Stud,A653 Or.33' Head/810/Jamb 3/8• 0.0461'
TEST REPORTS:FTL-5980,FTL-6993,FTL-6001,FTL-8014,PTL-6015,FTL-8017,F L-6022,FTL-8023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-8025,FTL-6028,FTL-6031,FTL-6033,FTL-6038 AND FTL-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 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. NOA DRAWING MAP_
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 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.....................8.14
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......8 8
MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.....................15,16
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.....,...17
TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18.19
Olor PARTS LIST.......................20
,fie Descrlp8on(Listed from Exterior to Interior) EXTRUSIONS....................21,22
G3 7/18•Leminated:(2)Liles of 3/18•HS Glass w lth.090'PV8 Interlayer 4pprwsd u tomplyfq Mth th►
G3A 9116'Laminated: 2 Ules of 1W 149 Glasa with.090'PVB Inlede erbarb' 8
G4 7118•Laminated;(2)Was of 3/161 HS Glass wlth.097 60 Intorloyor DESIGN PREiS_URERATtN5T IMPACT RATING Dara
NOAH
G4A 8/16'Laminated:2)Litee of 114°He Glees with.090'SG IntedSEE TABLES 1,2 6 3 ON RATED FOR LARGE&SMALL
a et allaml Delle ae1
GS 1'Laminated LG.:3118'TExterior Cep+318'Air Space+711V Laminated; )Utes of 3118'H9 Glass with.090'PVB Intedeyer SHEETS 6.7&8 MISSILE IMPACT RESISTANCE
GSA III Laminated I.G.;1/4'T Extoller Ca +6116°Air Space+7/16•Lamineted;2 Liles of3/16'H8 Glees YAth.090'PVB Intedeyer Oy,
G6 11 Laminated LG.:3116"T Extorter Ca +318'Alr Space+7/16°Laminated;(2)Lues of 3118'HS Glass vAth.090'SG Intarie ar GLAZING NOTES: i
GSA 1•Laminated LG.:1141 T Exterlor Cop+6118'Alrs oe+7/18'Leminated;2 Lltes of 3/16'H9 Giese with,090•SG Intorla er `ANN"=ANNEALED ��� pN�•LYNM
07 7/18•Leminated:MUtes of31te•ANN Glees with.090•BG intede er "HS"=HEAT STRENGTHENED
07A 9118•Laminaled; Was of 114'ANN Glass with.090°80 Intedeyer "r'=TEMPERED Q •'
GB 1'Lemtnated 1.0.:3/16'T Exterior +318"Alrs ce+7/18'Lamineted;(2)Was of 3116'ANN Glees vAth.090.90 Nledayer "PVB"=.090"BUTACIT6PB BY KURARAY AMERICA,INC. = ; 7.10,58705
GSA 1'Laminated I.G.:1/4•TExtedor Cep+6/16•Air Space+7/16•Laminated;(2)LUee of3/t6•ANN Glass vMh.090'6G Interlayer 'SG"=.090"SENTRYGLAnY KURARAY AMERICA,INC.
1I`
8C 10/8/1016 A UPDATED/NTERL4rERMANUFACTURER, ��0 STA COF (V��
1o7orEarNaoovORlrE GENERAL NOTES AND MAP �� •.,F<oRtDP.•' ��
N., p,FL 76 SERIES 770_ALUM.SGD-W IMPACT %.SrS/ONAV.
a"e ° CERr.OFAUM.II2aZaB w a`90 77D NTS 1 ZZ P0_O NMMILLFos�.E.
d A P.E.#58705
JR 10/10/14
TIONS NOTES:
GU
EXAMPLE CONFIGURATIONS )ALLICONFIGURATIONSSHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXP.pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
PER TABLES 1-3PER TABLES 1-3
_ _ s
S CAN BE A COMBINATION
90"& CORNER CONFIGURATION
O 2 S
I I OF ANY 2 STRAIGHT CONFIGURATIONS,
r,7
MAX.UNIT / &9 MAX.UNIT / / y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT 1 HEIGHT / / I g
PER TABLES 1-3 I
PER TABLES 1-3 / / i 015 "X"-OPERABLE PANEL,
1 � I 'O"=INOPERABLE PANEL,
POCKET
POCKET I y I y DETAIL LETTER
POCKET
'=WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL N "c"=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS 4--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-10.1
PER TABLES 1-3 PER TABLES 1-3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.85.86
6"
1
• I � 1 �
1 � >
MAX.UNIT i��g MAX.UNIT � I z&�
HEIGHT 1 a�" HEIGHT
PER TABLES 1-3 / / / TABLES 1-3
POCKET j v� POCKET
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS IqPQVW9 1
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH
PER TABLES 1-3 PER TABLES 1-3
j 4pprored ea mmplylugwW the
Q�Q9 g 1 I J Florldr. d
kl&AIVQa62\ F o,
MAX.UNIT Mate
HEIGHT T NOTE fum D e Product
HEIGHT 1 PER g 7,THIS
PER TABLES 1-3 / / / / TABLES 1-3 / g / SHEET. nr„
POCKETj $ 1 EME R �`P�,�'.......SF..lee,
5-PANEL CONFIGURATIONSCORNER,TYP. , / No.58705
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR) K�'. /D 1)-c
,•) S'fA L•OF
Sc lds=16 A O CHANGES THIS SHEET 10107ECHNOLOOYDRIVE EXAMPLE CONFIGURATIONS �i`(h�'•.FCORIOP.•'G\�1�
N.vENfC�Ft 91776 SERIES 770 ALUM.SGD-LM IMPACT ���'%;11011Al-E�O
(w1Ns0 fem r I I r
° orow
A.LYP.E.a .and —NTS 2 a 22 POT0130A P.E.O 8105
JR Iafafa ' CERT.O:aun #29Mp
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 13 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE oXXXp.
1
a 2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT i OF ANY 2 STRAIGHT CONFIGURATIONS.
98"OR 120" � � _ � � 1�y s� 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEI IV IM
POCKET I iX�a� "O"=INOPERABLE PANEL,
PA EL,
POCKET
6-PANEL CONFIGURATIONS
a F—DETAIL LETTER
MAX.UNIT WIDTH "w"=WOOD OR METAL INSTALLATION
"c"-CONCRETE INSTALLATION
NOM.PANEL WIDTH 1 to 3 SHEET NUMBER
PER TABLES 1-3
akeQ DLO WIDTH=NOM.PANEL WIDTH-7"
a L
19 I 0 DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
limn CL2)i cu.� 6L ELL
I PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAXiih.UNIT 1 e 1 / Ilia
HEIGHT
PER TABLES 13 � POCKET--
7-PANEL CONFIGURATIONS
3
MAX.UNIT WIDTH
NOM.PANEL WIDTH
PER TABLES 1-3
-�`r---
MNI
1 4pproved u winplylogwlik ttra
w M7 18 w w WI flortda d
>g&13 dis '6Q3.2vN'_- "I3iN,k "Im3' "d32A' d'm2k_ , 4 Oats
MAX.UNIT I 6e� ade Product
HEIGHT
PERTABILESI3 / / / / / / / IpS Itr, \\ .
I rIt;
I IV IV
POCKET i ani �`\Y�.,'�\CEN..... e'o
—lir'—_—� ••.�t��
8-PANEL CONFIGURATIONS No.58705
STA)
Rem o� ' L•t7
SC f0/8e2018 A OCNANOES711rSSHEEfFLURIUP,r'
N7lrcE---------
LbOR EXAMPLE CONFIGURATIONS %,�F`S,s/�JvA�•��G���
"°"°�^• leatyrbd redo SERIES 770 ALUM.SGD-LM IMPACT
_ a.4etae — o�rora 1b1 A.LYNN MILLER,P.E.
SJR 10110/14 ate CERT.OFAUTH 09298 ® SO6770 NTS 3
a pp PGT0130 A P.E.S 58705
GLAZING DETAILS(G3, G3A, G4, G4A, G5 &G5A)
7116"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS 3116"HS GLASS 3/16"HS GLASS
.090"PVB
,090°PVB •690"SG 3/18"HS GLASS
3/16'HS GLASS--\ 74 3116"HS GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS
82 82
83
EXTERIOR 3GLASS EXTERIOR 3GLASS
(� 58 3/4"NOM.
BITE `r BITE GLASS
BITE
//F1 Z, EXTERIOR
89 89 a
79
64 65
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 9/16"NOM. 1"NOM.
3116"HS GLASS
1/4"HS GLASS 114"HIS GLASS .090"PVB
090"PVB 090"SG 3116°HS GLASS
114"HS GLASS 74 1/4"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 69 314"NOM.
BITE a BITE GLASS
BITE
EXTERIOR
81 81 +
79
64 54 +pprorsd ymmpVle6Mi1kob
as FTarwm Id gC
Dale
NOAH
ml a tod"el
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE_G5A
DY
����pNj,k:...f,I//
GLAZING NOTES:
"ANN"=ANNEALED
"HS"=HEAT STRENGTHENED =k: Tt
No.56705
`T°=TEMPERED v
"PVB"=.090°BUTACITE PYB%Y KURARAY AMERICA,INC. -
$'� ti �oB
"SG"_.090"SENTRYGLA Y KURARAY AMERICA,INC.nanaByST.AST.A
so
111=15 A UPDATED INTERLAYER MANUFACTURER en°Fee. �iO�C' FLORIOP.''(j���
a f07oTECHN0L0orORNE GLAZING DETAILS
N.VENICE,FL9IY76 SERIES 770 ALUM.SGD-LM IMPACT /��'! ;C)NA1. �`
II 1
re1f}18tLf800 av"mft edr: a'+k ra..asx> m.: A.LYNN MINER,P.E.
j6SJR 110114 a.� CERT.OFAUTH.A22M s0D•7m NTS 4 d 22 PGT0130 A P.E ff 68705
GLAZING DETAILS(G6, G6A, G7, G7A, G8& GBA)
!"NOM. 7/18"NOM. 1"NOM.
3116"HS GLASS 3118"ANN GLASS--\ 3/18°ANN GLASS
,090"SG 090"SG
3/16"HS GLASS .090"SO::�t 3/16"ANN GLASS
318"AIR SPACE94 3116"ANN GLASS 74 3/8"AIR SPACE 74
ea
3/16"T GLASS 3/16"T GLASS
—
83 93
EXTERIOR 3/4"NOM, 3/4"NOM.
3/4"NOM, GLASS 56 GLASS
65 GLASS BITE
BITE EXTERIOR BITE
EXTERIOR
`3 79 so 79
54 55
66
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9/16°NOM. 1'NOM.
3118"HS GLASS 1/4°ANN GLASS 3/16"ANN GLASS
.090"SG .090"SG
3/16"HS GLASS .090"SG 3/18'ANN GLASS
6/16"AIR SPACE 74 1/4°ANN GLASS 74 5116"AIR SPACE 74
114"T GLASS 1/4"T GLASS
82
83 83
3/4"NOM.
3/4"NOM. EXTERIOR GLASS 3/4"NOM.
66 GLASS c] BITE 68 GLASS
BITE BITE
EXTERIOR
EXTERIOR
81 M
79 fir' 79 64 4p"'m��m'a'Y47"'ur,
65 65 "'aft 0. !L
Date V
140AN
Mlaml .mdad
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE 138A gr
GLAZING NOTES:
"ANN"=ANNEALED .•'��CENSF
"HS"=HEAT STRENGTHENED '-
"T'=TEMPERED No.58705
"PVB"=.090'BUTACITE PYhY KURARAY AMERICA,INC. +•
"SG"=.090"SENTRYGLA"Y KURARAY AMERICA,INC. Y-p Of;
�1 gA.L'Of:
8C ti'0W015 A UpDATED1NTt=RlAYERAUWUFACTURER 10707ECNNOLooYDRNE GLAZING DETAILS I�'`\/� FtoRlo�•' (���`
srs78 VENICE,N.VE,FL nk ��i`15��1••"" �o�a ��
N. N�•,� U�G SERIES 770 ALUM.SGD-LM IMPACTJ�N1�A��
ew.wntx ee,� sn..e A.LYNt✓M�LLER,P.E.
SJR 10/10/14 0.� CERT.OFAU7N.010208 80D 770 NTS 5 -22 P0T0130 A P.EA 58705
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:+60 I-60 (Water Infltrotion Rating)
(May be limited by Table 1A)
For comer astragal anchorage on 90"or 135°comer unite,see sheet 11 Sill Riser Height 0)Design
Door Unit Height (Fiat or Box,see pressure,Paf
Table applies to Giese 90" g Sheet 17)
Types 3,3A,6,5A,7,7A,8 -7/ir DLO 7/9'DLO, DLO D O Flush•1.1/2' sea note 3
&BA and the Stile/Astragal nc or roup nc or roup Anchor roup Anchor roup Low-2-1/2' +48.87
types shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Mer6um•3114" +80.0
fb
+ + + + + C4+ + 1- + + + 04+1 + HI h-4" +600
24" DLCOb 6 a 8 8 8 8 8 8 8 B 6 8 8 8 8 8 SEE NOTES 1-3
k 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
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 04+1 C4+1 C4+1
30" DLOb 8 8 8 6 6 8 8 8 8 8 8 8 8 a 8 8
ok 6+7 6+7 8+7 6t7 7+a 7+8 7+8 7+8 7+6 7+8 7+8 7+6 7+8 7+8 7+8 7+8
S61 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4t1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+136" D Ob 8 8 6 6 6 8 a a B 6 a 8 8 8 8 8
ok B+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+a 7+8 7+8 7+8OH LENGTH
S111 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 C4+1 04+1
42' DLOb 8 0 8 a B 8 B 8 8 B 8 8 B 8 8 Bok 6+7 6+7 MC4+204+2
7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 M O1
Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 +2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+248" DLOb 8 8 6 6 a 8 8 8 6 8 a 8 8 8 0ok 6+7 8+7. 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+a 7+8 7+6 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 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A, NOM.PANEL WIDTH-7"
3)4",3-1/4"AND 2.112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN 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-10.126"
ADJACENT DIAGRAM):THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866"
8)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Interlock P-hook Lockstlle @Jamb Straight Astragal Lockstlle @ 90'Astragal Loc stl e® 135'Astragal Lockstlle @
Assembly Straight Astragal Assembly 901 Astragal Assembly 135'Astragal ♦eProreducompryiywM&
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 'Fl oud, la g
Standard Astragal Outside Corner,, outside Inside naAn -
I, '�-1�. -1—*`1-JIV Comer Corner 61 mID eProOucl
IrY..
Inside `�' 0`a� LYNN
Inside Cor Corner outside . � ,.ACL-m !F
Corner F '• p
Part 960(Stile) Part#62(Stile)
Part 0119(Out.) Partg61(Stile) Y;' No,56705 t
Part 1160(x2) Part#60 Part 060 part 1167(Astragal) Part 060 Part 0116(Corner part#120(In.) Parts#31  Part 461
Receiver) (Corn.&Fxd Mount)I - ` e -
2u 7 Lu
. p,C par4x �A)'•, ST TE U �/`
SC JaW015 A No CHANGES THIS SHEET F
1smTECHNDLoorDRrvE DPANDANCHORAGE '•., LUR10P•' G�
N.VENICE,FL 31176 ns �i'lS n "' \J "-
a• SERIES 770 ALUM.SGD-LM IMPACT /'//�NAti`;�\`
e.r�we — �� Lmryft A A.L P.E#I5a O6 P.E.
JR' ,W}^,,q °�' CERT.OFANiH.422M ® SGD-770 NTS B d ZZ POT0130
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60 180
For comer astragal anchorage on 00'or 135'comer unite,ess sheat 11 1 (May be limned by Table 2A)
Table applies to Glass Types Door U I I Hel ht
4.4A,6,SA,7,7A,a 8 8A �� �� �� �• 1 0' 718'
end the SUIS I Astragal types
09-7/8'DLO 73.7}8' LO 79.7!0'DLO 710' O 91- 6 O 03.7 6'D O OB-718' O
shovm below. Anchor Group orGroAnclarGroup Anchor Group
nc r roup noewrGroup Anchor GroupAnchor Group
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
9 SW 04+1 +1 C4+1104+1 +1 64+1 + +1 04+1 +1 +1 C4+ C4+ + + + + + + +1 C4+1 + C4+1 + +1 04+1 C4+1 + C4+1 C4+1 G1+
24' DLO Jamb 0 a 8 8 0 0 8 6 8 6 8 6 8 0 8 a 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-ho°k 8+7 8+7 8+7 6+7 7+6 7+8 7+0 7+8 7+0 7+6 7+e 7+6 7+0 7+8 7+8 7+5 6+9 8+9 0+9 8+9 0+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
FSeadlSlll 04+1 01+1 C4+1 C4+1 C4+1 04+1 C4+t + CA+1 C4+1 CA+1 CA+1 01+1 G+1 04+1 C4+1 01+1 C4+1 C40 Gi+1 C4+1 CAN C4+1 04+1 C4+1 04-1 C4+1 C4+1 04+1 04+1 C4+1 C4+1
30' DLO Jamb 8 a 0 0 8 0 8 0 6 a 8 8 6 6 6 0 10 10 10 10 10 10 10 f0 10 10 10 10 10 10 10 10
Pfiook 8+7 8+7 6+7 6+7 7+t1 T+B 7+8 T+8 7+8 7+8 7+8 7+5 7+8 7+8 7+8 7+8 6+9 8+9 8+9 E+9 8+9 0+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
HeadlSlll C4+1 04+1 01+1 C4+1104+1 C4+1 04+1 04+1 04+1 C4+1 04+1 C4+1 C41+1 C4M C4+1 CA+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 0441 C4+1 C4+1 G1+1 01+1 C4+1 C4+1 C40 CA+t C4+1
M. 2V01.0 Jamb 8 8 6 6 8 0 8 0 6 a 8 8 6 a 0 8 t0 70 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P+ook 6+7 8+7 6+7 6+7 7+8 7+0 7+8 7+8 7+8 7+8 7+8 7+0. 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 9+10 9+10 9+10 9+10 9+10 9+1g 9+10 9+10
Head/SIB 04+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 01+1 01+1 C4+1 G1+1 C4+1 04+1 04+1 C4+1 04+1 C5+1 C5+1 C4+1 C4+1 CS+1 05+1
42' OL0 Jamb 6 6 8 8 8 8 8 0 B 6 8 8 0 B 0 B 10 10 10 10 t0 70 10 10 10 10 10 10 10 10 10 10
PfiooK 6+7 6+7 6+7 8+7 7+6 7+8 7+8 7+8 7+8 746 7+8 7+8 7+8 7+8 7+6 7+0 6+9 0+9 a+9 8+9 8+9 tC4+2
0+9 8+9 9+10 9+10 9480 0+10 9+10 9+10 9+10 9+10
Head/816 04+2 G+2 C4+2 C4+2 C4+2 C4+2 C4+2 G+2 C9+2 04+2 01+2 C4+2 C4+2 CA+2 04+2 C4+2 C4+2 04+2 C4+: Ci+2 C4+2 06+2 05+2 C4+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C5+2
48' 0L' Jamb 8 8 e 8 8 8 8 8 8 e -8 a a 0 a a 10 10 10 0 10 to 10 10 10 10 10 10 10 10 10
Pfiook 8+7 6+7 8+7 8+7 7+6 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 6+9 6+9 0+9 8+9 6+9 6+9 8+9 6+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Heod/5111 04+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 04+2 04+2 07+2 04+2
D 0 Jamb 0 8 0 6 8 0 a 0 8 8 8 8 1 a 5 6 8
Pfioak 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+e 7+0 7+8 Not available in these sizes
Head/6111 C4+2 04+2 C4+2 04+2 C4+2 C4+2 0442 M+2 01+2 C4+2 04+2 C4+2104+2,04+2 + C5+2
80' DII Jamb 8 8 a a 0 a a 8 8 6 0 8 8 8 8 6
Pfioak 6+7 8+7 8+T 6+7 7+a 7+8 7+8 7+8 7+8 7+81 7481 1 T+8 1 7+6 i 7+8 + 7+8
NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH=
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL. NOM.PANEL WIDTH-7'
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A:
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX SIII Haight to Max.(+)DP DLO HEIGHT=
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH —
3)4'.3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" DOOR UNIT HEIGHT-10.126"
SIII Riser Height
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design PANEL HEIGHT=
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flet or Box,sea Pressure,psi = o OH RATIO z 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = Oo DOOR UNIT HEIGHT-1.868"
NOT RATED FOR WATER INFILTRATION. Flush-1-1see 3 0
4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/22'" +480.8.0 7
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medlum-3-1/4' +60.0+60.0
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4' 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&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @ lamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ 4ppreved setu01plyta6eWrlbb
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal n>torldrr 1d a
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duly Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile oak
Standard Astragal Inside NOAH
OutsldeCorner,, Outside Corner a1 ml deProdnn enc
Comer Or.
Insid li
Corner outside `�� Cad LYNN...
ornr'I 1 'ENS
Inside Ce �f F
Corner E•''•'Q
Part 116'(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile)
Part#61(x2) Part#61 Part q61 part#67(Astragal) Part#61 Part#118(Corner Part#120(In.) Par(Corot&3 Mount) Part#61 �r N0.58705 e
l�tS-C
SC far&�10}6 A OCHANGESTHISSHEET O`gone 17V0TECHF19117aORNE DPANDANCHORAGE � �� • F�o�toP••''`�``';
/941/480-1600 SERIES 770 ALUM.SGD-LM IMPACT '�;S,S'/QQ�q�FC.
ww+mrt IT
awe o..ryx�. rb,: LYHt{},14
JR f0/1oH4 ok
CERT.OFAVM ansa ® SOD-110 NTS 7 -22 PGT0130 A P.E. 58705
TABLE 3; TABLE 3A:
Design Preseure(DP)and Anchor Quantities Required,(tor all approved configurations on Sheets 2&3) Maximum DP shown below SIII Height to Max.(+)DP
For comor astragal anchorage on 90'or 136•comer utile,sea sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)-
Door Unit Height SIII Riser Height
Table applies to Glass Types 4,4A, 80 84` 90" 86` 102" 108• (+)Design
(Flat or Box,see Pressure,pat
6,6A,7,7A, 6&8A and the Stile I 8"DLO 8' O 79-718'DLO DLO -7 97-7/e"D Sheet 17)
Aetragal types shown below. ne or roup Ane or Group Anchor Group Anchor roup Anc r Group ne or roup Flush-1-112' 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 Law-2-1/2" +48.67
Dostan Pressure +-90.0 + a +1-7 a Medium-3-1/4' 122 80.0
24' 17' Head18111 C4+1 04+1 C4+1 E+:l C4+1 04+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 rA+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4H C4+1 igh-4' +80.0
DLO Jemb 6 8 8 8 9 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 SEE NOTES 1-3
P-hodt 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+8 8+9 1+9 a+9 8+9 8+9 8+9
Desi n Pressure +/-10.0 I +/•82.6 st +/-78.0 at
30' 23' HeadlSlll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+11C4+1 C4+1 C4+1
DLO Jamb 8 8 B 8 8 8 8 e 8 8 B 8 8 8 8 8 10 10 10 10 10 10 10 10
P-hock 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+8 8+9 6+9 8+9 8+9
Design Pressure +A90.0par +1$2.6 pal +/-76,0 psi
29' Head13111 C4+1 C4+1 C4+2 04+2 C4+1 C4+1 C4+2 04+2 C4+1 C4+1 C5+2 C9+2 C4+1 04+1 C5+2 C6+2 C4+1 C4+1 C6+1 C6+1 C4+1 04+1 06+1 C5+1
36- DLO Jamb 8 B e 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 1C 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+0 7+8 748 7+8 7+6 7+8 7+8 7+0 7+g 0+8 8+8 B+S 8+9 8+8 8+8 8+9 B+9 8+9 8+9 8+9 II
Design Pressure +/-90.0 par +182.6 pal +1-76.0 psf OH LENGTH 1�
42' 36' Head/Sill C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C6+2 C5+2 C5+2 C8+2 C6+2 C5+2 06+2 C8+2 C6+2 C6+2 C6+2 C6+2 C5r2 C5+2 C6+2 C8+2 C5+2 C6+2
DLO Jamb 8 8 S 8 8 8 8 8 8 8 10 8 8 e 10 B 10 10 10 10 10 10 10 10 G
P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 0+8 8+9 8+9 a+9 8+9 A 8+9 a+9 1 8+9 1g+9 8+9 S+9 1 8+9 8+9 1 8+9 w
Design Preseure +/-90.0ps/ Sea Nota A bean +182.6 pet +/-76.0 ps = e OH RATIO 2 1
48' 41" Headfaill C4+2 C4+2 C5+2 CB+2 C4+2 C6+2 C6+2 C8+2 C6+2 C 11 C6+2 C6+2 C8+2 C6+2 C6+2 C8+2 C5+2 G5+2 C8+2 06+2 C5+2 C6+2 C8+2 C8+2 O
DLO Jamb 8 8 B 8 S 8 10 8 8 8 10 8 8 8 10 9 10 10 10 10 10 10 10 10 1
PaRmk. 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 8+8 1 8+9 1 8+9 6+9 1 8+9 18+9 8+9 8+919+1019+1019+10, 8+9 9+10 8+10 9+10 8+9 9+10 9+10 8+10 J—
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/.90.0 PSF FOR GLASS TYPES 4,4A,5,8A,7A,8&8A; +1.87.1 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 3-114'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.
6)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 @
Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal �pp�ed n wmplylegrrlli le+
FloNdn gild o e
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile p,u
Heavy-duty Astragal Outside Corner Inst a W11 9 c Produr
Outside Corner
Corner
8Y
11 III
Corner OutsiJDV
de
"IES Inside CorI-Emner Corner i' ', ��GEIQSF •, p
Part#61(Stile) Part#61(Stile) part#119(Out.) Part 1161(Stile) tic: No 58705 is
Part#61(x2) Part#61 Part#fit Part 061 Part#118(Corner Parts#31  Part#61 _
Part#68(Astragal) Part#120(in.) _ :-
IthwW1Receiver) (Corn.&Fxd Mount)
u/
BC !W8'20f6 A OCHANGES 77/1SBHEE7 o,wte= Q'•,,
'A64
T OC
fa7orEcrrNaosyolllvEDnT
DPANDANCHORADE %��r �<oHmP,•;� ���
N.VENICE,A.Ns7B Wx
SERIES 770 ALUM.SGD-LM IMPACT ;S/�N�L
(YIf}Ia0•}600 7
wiru,ae eaec a ,e a.e�vw ar. A.LYNN�e.LER,PE.
JR• 0/f0/f4 CERT.OFAUTA#292ea Boo-770 NTS 8 -,22 POT0180 A P.E.#69705
NO FRAME 7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS,REQU RED(� PERPENDICULAR TO GLASS SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICDETAILS,SHEET 10 FOR SEE°C5'CLUSTER DETAILS, FORASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"C8" SHEET 10 FOR INTERLOCK y1"MAX D.C.
POCKETS INTERLOCK CLUSTER,SEE
THIS AND \ „ 80°NOM. DETAILS,SHEET 11 x x
SHEET "i`, SEE POCKET 8 P-HOOK \ - PANEL WIDTH
( ) r- ----OUNTING I x x x x x x 8'MAX.
JAMB ADAPTER I W MAX. x x x xx x x x �x xx x x x x x x x
INSTALLATION,
xx
* '''t THIS SHEET ANCHORS MIDWAY j 1 �o' L-3"MAX.
&SHEET 14 BETWEEN P-HOOK i i x 4 PAIR SF
ANCHORS&AT 3" i 1 0 —FRAME
FRAME x
1'= FROM TOP& i i I I ANCHORS 96" (TOTAL 8
:;.. 1
I BOTTOM 1 99 9 14• ® I 0 UNIT 21'MAX. ANCHORS)
i g> MAX,D.C.' HEIGHT D.C. PER JAMB
4.051` .'.''MAX.TO OPENING I�a ®I � � 14•MAX.D.C. (�®=P-HOOK
EDGE OF POCKET SEE i (SEE JAMB
' I O ANCHORS x "�
INSTALLATION i�¢ I®I '� � I DETAIL
DETAILS'Je&'Kd, i 10� m o=P-HOOK BELOW)
END PANEL SHEET 14&PART I ®� MOUNTING
ANCHORAGE DETAILS'J'&'K', i j j j 101 3'MAX. ADAPTER x
24"MAX. (2 ANCHORS) SHEET 19 FOR j �-k®1 I I ANCHORS % X
Q.C. L-----a_MAX. 1O1--1
'+2' ANCHORS x x x x x xx xx x x' % END PANEL
ANCHORAGE END PANEL x' x, x x x x x x x x x , x' W MAX• ANCHORAGE(SEE
ANCHORAGE x' x xx x , x' SKETCH BELOW)
(SEE SKETCH BELOW) ` .+2" �•+2' �,'+2' ANCHORAGE "+2'
CENTERLINE S'MAX.,TMP• ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24•MAX. EXAMPLE'5-PANEL.2 TRACK 90°OUTSIDE CORNER-pXX(XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: Nr
D.C. 80"x 98"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
` 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 B_8: EXTERIOR HEAD OR SILL IF A SPLICE
60" I CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS,USE SPECIFIED CLUSTER FROM 21' —� OCCURS AT THE P-HOOK.
NOM. •% 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
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
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: 6"MAX.
CENTERLINE JAMBS&P-HOOKS:6"MAX,FROM BOTTOM,21°MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 12-TRACK
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-B. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR Approvrd u corA utailY lic
REQUIRES • "+2"ANCHORAGE SEE"CS"CLUSTER END PANEL no ' 6 8
CENTERLINE CENTERLINE Datc
CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE NOAH
• I DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) MAX. e1 ml D e Prodael Coe
INTERLOCK ASTRAGAL �+-
i • 4.051" I� 3.5° I A
• 1for N t * _K#11 16A •' • �`�\0 A,( LYNN 4ll
a _ r 1 I,�
CENTERLINE
EXTERIOR CENTERLINE CENTERLINE _ No.56705
OF PANEL 3 °+2"ANCHORAGE OF PANEL 4 °+2"ANCHORAGE f OF PANEL 5
/SEESHEETII FOR OTHER INTERMEDIATE ANCHORS
wa x 0 STATE OF
SC 10/flam A OCWNGESTHISSHEET ��'�C.''•.rCOR1UI`.•''•\
f0707ECHRaCGYORA'E ANCHORAGE SPACING&EXAMPLE PLANS
N.VENICE,FL 81275 nr iii S�ti�•....•....
SERIES 77OALUM.SGD-LM IMPACT '7r, �,E.
' (Y11N80.16C0 A.LY�l�J'M�ILL�h�,P.E.
• ewwswrt sw" m
SJR 10/10/14 o"m: CERT OFAUTH.d18IBB ® SOD-770 NTS 9 d22 POT0130 A P.EA 58705
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG.
INTERLOCK---I—IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IFNEEDED 2.04" 2.04°
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
1.75" EXT B"DIAG.
3.
21"
1.75°
3.6"
"DAG. 1 1WDAG. MAX.
O.C. EXTERIOR
2.04" 2.04' 2.04" 21"
5.64" MAX,
E%TERIOR 3'S" 7• EXTERIOR 4"DIAG. 7" EXTERIO 7� 3,6' O.C.
nn7„ 6"MAX.
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL U 11 111.11.64-
0 ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK -2-TRACK-
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6"MAX.
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"CW) ANCHOR PAIR
4-TRACK
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR[-SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCKA-IF NEEDED INTERLOCK CONDITION,USE INTERLOCK IF NEEDED2.04" EXTERIOR ANCHOR PAIR
3
CENTERLINE I CENTERLINE I "C6'CLUSTERDETAIL) CENTERLINE
3.5" 7" .6"
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG, MAX. TRACK(INT.SHOWN)
8" 4.08" O.C.
2.04"
6.64" NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR
EXT�fE1RIIOR 7„ 4"DIAG, EXTERIOR-43.5" 3.6" RE BASED ON MIN.
v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 6"'MAX.MmeALLOWED.
ASTRAGAL OR INTERLOCK Ca?ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK__ 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"104") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL OR II SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTERLOCK�I IF NEEDED INTERLOCK�i (FOR SPLICE INTERLOCK CONDITION,DO NOT CONDITIONS ONLY:
CENTERLINE I CENTERLINE CONDITION,USE RLINE CENTEUSE THIS DETAIL) SPLICE LOCATION
I "
C6"CLUSTER DETAIL) IF NEEDED
1.76" •I 3.5" 3.5" 7„ 3.5"
2.04" 4"DIAG. 2.04" 4"DIAG.1 4" 14uda�.e eu g01Dblc�allhlLu
Dak
2.04" 6.37"DIAG. 4"DIAG. NOA#
Wui ade rodup
4.08"
I 1 1 2.04"4w nv
LYNN 2 rr r
EXTERIOR EXTERIOR EXTERIOR 7" —► 3.6" �— 3.6"
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK (cD ASTRAGAL OR INTERLOCK h Nu.58705 it
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTERANCHORS ARE REQUIRED,"CO-) _
ANCHORS ARE REQUIRED,-C4') ANCHORS ARE REQUIRED,"C5') WITH&WITHOUT SPLICE CONDITION
LpZp�� 0'L
SC iW&2015 A OCHANGEBTNISSNEET 1070TECNNOLOOYDFNE ANCHORAGE EXAMPLE CLUSTERS %p^'.•''• ST RI ��
(9VENICE,F<39276
(041N80-1600 SERIES 770 ALUM.SGD-LM IMPACT ;,`S10 NAI
ere°ne°t,e aoo° eror O"hpM° Rn: I I' I
A.LYNN�ILLER,P.E.
R �-,-wwm �� CERT.OFAUTN•#20286 ® SGD-770 WTS 10 d 22 PaT0130 A P.E.#68705
2.04" 2'04" INTERIOR 2.04" INTERIOR 2.44" NOTES:
Nl TERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN
?4'DIAG. 4"DIAG. 8.94" ARE BASED ON MINIMUM
8.12" 8.12" " 3,5" ALLOWED.
INTERIOR 7" INTE to I TERIOR 2.DETAILS DEPICT ANCHOR
INTERIOR QUANTITY AND SPACING,
90° 3. 90° 3. ' 1 " EXTERIOR 1 ° AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS,
E TX ERIOR
3.5" q,. 3.6" 4" 3.5" 3 " 4„ "+1"ANCHOR
2,04^ EXTERIOR 2 Oq^ 7" 2,04^ EXTERIOR 4" 2.04" 7" 0,94"
EXTERIOR
90°CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I_ CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I`OFPANEL
ANCHORS ARE REQUIRED,"gVANCHORS ARE REQUIRED,"CB') ANCHORS ARE REQUIRED,"p4j' ANCHORS ARE REQUIRED,"C6°)
4.08"
"+2°ANCHOR
INTERIOR INTERIOR
EXTERIOR q 08°
"+1"ANCHOR 2.04°
4" 7.41" ° 4"DIAG.
INTERIOR 3.5 INTE RIO
135° 3.6'. I
90° 7" I _ CENTERLINE
3 I EXTERIOR OFPANEL
3.5" "+3"ANCHOR
4.08" 4.08" 7^
'D 5.37" AG.
CENTERLIN 2,04"
4" 3.6" OF PANEL 4"DIAG.
EXTERIOR 3.5" r 4"
EXTERIOR 7" INTERIOR ON "+2"ANCHOR �35'
7" '-' EXTERIOR ALL 7„
90°CORNER 135°CORNER VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE
("CB"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED L OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4^DIAG, 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" INTERIOR 2.04"
2.04" 1 " 3.6" "
4" EXTERIOR 5.88" CENTERLINE
INTERIOR OF PANEL
INTERIOR g0° 4 3 6" 135° "+3"ANCHOR
G.
7" 2.04„
/*1*-R
PkOrhV� d 6mPUuBwtlllK
6.12" g.12" 3'5„ 4.08" oak I
7" EXTERIOR 4"DIAGNOAH
laml o Prud�el
gY,
2.04" 3.5" 4" 4"DIAG. 3.5"
EXTERIO 7„ XTERIOR 4" 2.04" f'—'OFPANELCENTERLINE \��Ot��( LYNN //���,��/
90°CORNER 135°CORNER a ��cENSF''•,F�
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL c'
CB"ANCHOR CLUSTER REQUIRED C8 ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL =•Ic;r is';
(".—" INTERMEDIATE ANCHOR LAYOUT h10.60705 •,
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
%'��''•, r,T TE OF
sc larsnols A OCHANGESTHISSHEET 1070 TECHNOLOGY DRIVE ANCHORAGE EXAMPLE CLUSTERS % r .,
K.VENICE, 34275
SERIES 770 ALUM.SGD-LM IMPACT
�i�C)N/l1 E`Z<���
. „• A
A. II�N MILLLIi,P.E.
JR ,0/10/14 �� CER70FAUTH.Wl020B ® soo-no NTS 11 d 22 PGTO130 A P.E.#50705
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: FEDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
NOTES'
EXTERIOR 2-1/16"` 2-1116"` 2-1118"•
_ I/q" 1/4^ 1/4" 1.ALL DIMENSIONS
G1 MAX MAX. MAX. SHOWN ARE BASED
o r SHIM EXTERIOR SHIM EXTERIOR SHIM ON MIN.ALLOWED,
r 2.METAL OR WOOD
EMBEDMENT: T � r 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 O.C,
®w WOOD INSTALLATION WOOD INSTALLATION �METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6'(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP„SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) 1 SHEET 1� 1 SHEET 1�
T J
(114"MAX.)
v< 1 (1/4"MAX.) -Tr r
EXTERIORI TEX ERIOR EXTERIOR I EMBEDMENT'SEE
<�:] i — j <�:] TABLE A,SHEET
2-1/18"' 2-1/18"• �2-1/16"' EDGE D STANCE:1
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
4a 2-TRACK 4-TRACK FRAME SILL
WOOD(INSTALLATION Ew WOOD INSE SILL 4a 3-TRACK TALLATION ME SILL �M TAAL INSTALLATION
EMBEDMENT:SEE 1
TABLE A,SHEET 1 —f
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEEt
SHEET1
E DISTANCE: METALTYP.,
EMBEDMENT:SEE E TABLE A, SEE ANCHOR
TABLE A,SHEET 1 SHEET1 NOTE 4,SHEET 1
2XWOOD EDGE DISTANCE: 2XWOODTYP.,SEEANCHOR SEE TABLE A, TYP.,SEEANCHOR •pprovede°eompl7lnewllk16
NOTE 3,SHEET 1 SHEET1NOTE 3,SHEET 1 t l°SMS ANCHOR TYP.,SEE ANCHOR NOTES8" &TABLE A,SHEET 1 eml eae Produe ntro
WOOD ANCHOR TES WOOD ANCHOR TYP., MIN. A 3 nr
SEE ANCHOR NOTES THREADS
&TABLE A,SHEET 1 O SEE ANCHOR NOTES BEYOND THE IYNN
&TABLE A,SHEET I EXTERIOR METAL �� Q���.• •..�/ �,
EXTERIOR
II EXTERIOR SUBSTRATE -�4,•'•�\OEIJSF•'•,F� ��
1/4°MAX.SHIM 1/4"MAX.SHIM --IIF 114"MAX.SHIM No.58705 ;
WOODC INSTALLATION ONME B ®WOODINSTALLATION ME B da Iw METAL INSTACK ALLLATIAONB ='[J L>
8C f0/8�20fE A OCHANGES THIS 8HEET TAILS
/J^\•, STAErtel Z-7
f070TECHNolAOYORNE ANCHORAGE DE
N.VENICE FL 91276 SERIES 770 ALUM.SGD-LM IMPACTsI11U� NF�1-�e�u
nr. aee (DN}180.1500 sic mee m.e ua.rpnn n.e A.LTI•M IAILL�,R`P.E
6;w 70HW14 o.m
CERT.OFANIH.®Tp288 80D 770 NTS 12 d 22 PGT0130 A P.E.058705
INSTALLATION DETAILS — EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
CONCRETE EDGE DISTANCE:SEE DISTANCE: EDGE DISTANCE: 1,ALL DIMENSIONS
PER TABLE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET I CONCRETE SEE TABLE A,SHEET I SHOWN ARE BASED
A,SHEET 1 PER TABLE 2-1/16"* PER TABLE 2-1/16" ON MIN.ALLOWED,
ED
EE
GE
8 TABLE
ANC
B'r SE'
HE T
2_",6"*
A,SHIEETl A,SHEET I
"'V' DIAGONAL GONAL O.C.IS
At, • MAX' MIN 4"(H
T OR (HEAD&SILL)
EMBEDMENT. t (JAMS)SEE
114" DETAILS,SHEETS
SEE TABLE A, MAX. L MAX 0&ii.
lw EXTERIOR EXTERIOR
SHEETI SHIM a SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD DUCK TYR,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1
Ifa 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD IfRh 4-TRACK FRAME HEAD
W CONCRETE INSTALLATION %CONCRETE INSTALLATION N� CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
MUDIL
TABLE A,SHEET*IANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 6,SHEET-L NOTE 5, NOTE5j]
SHEET
1(1/4'MAX.) SHEET I]_ MAX.)j
(11V MAX,)
MA
(1/4"
EXTERIOR T.,,, i EXTERIOR EXTERIOR
6... CONCRETE
PER TABLE
2-1116—
EDGE DISTANCE: j-7 CONCRETE EDGE DISTANCE: —CONCRETE EDGE DISTANCE: A,SHEET I
SEE TABLE&SHEET I — PERTABLE SEE TABLE A.SHEET I PER TABLE SEE TABLE&SHEET I
EMBEDMENT:SEE TABLE A,SHEET 1 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I — A,SHEET i EMBEDMENT.SEE TABLE A,SHEET I
oc ifih 2-TR (FRAME SILL da 3-TRACK RAME SILL 16a,4-TRACK FRAME BILL
CONCRETE INSTALLATION CONCRETE INSTALLATION Fc CONCRETE INSTALUATION
EMBEDMENT:SEE
TABLE A,SHEETI
EMBEDMENT.SEE -9 EDGE DISTANCE:
TABLE A,SHEET 1 SEE TABLE A,
SHEET1'
EDGE DISTANCE:
EMBEDMENT:TABLE A,SHEET I SEE TABLE A, 1X WOOD BUCK TYP.,
SEE PROPERLY SECURED
SHEETI
PROPERLY SECURED EDGE DISTANCE: SEE ANCHOR NOTE 3.
1XWOOD BUCK TYP.,— SEE TABLE A PROPERLY SECURED SHEETI
'SHEET I th thk
T�, EDGE
SEE TAI
SEE ANCHOR NOTE 3, S IX WOOD BUCK TYP.,
SHEET 4pproved as complytagvA
T SEE ANCHOR NOTE 3. CONC./CMU ANCHOR • Id g
SHEETI r—o % 21�1:
SHEET1 TYR,SEE ANCHOR NOAp
CO 2-1116'
NOTES&TABLE A, 0,
NO,/CMUANCHOR to"ad
TYP.,SEE ANCHOR CONC./CMU ANCHOR 2-1/16"'
SHEET CONCRETE try
NOTES&TABLE A, TYP.,SEE ANCHOR
EXTERIOR SHEETI CONCRETE NOTES&TABLE A, OR CMU
PER TABLE P%�.
___4 SHEETI CONCRETE EXTERIOR LYNN
OR CMU EXTERIOR A,SHEET I
'\.—OR CMU 4
PER TABLE n
1/4'MAX.SHIM
A,SHEETI _\7 114"MAX.SHIM I__ PERTABLE
SHEETI 1!4"MAX SHIM I__
2-TRACK FRAME JAMB RACK FRAME JAMB da 4-TRACK FRAME JAMB NO-58705
CONCRETE/CMU INSTALLATION He tONCRETIFICIVILl INSTALLATION to
ty z
R.�ffr' oow CONCRETE/CMU INSTALLATION
so 10AMIS
A
F
CHANGE8 THIS SHEEr
ioxorccHNoLooymor T ANCHORAGE DETAILS 0 TA E OF
N.vrmtcrl FL 342M
rorrNeareoo SERIES 770 ALUM,SGD-LM IMPACT IA
-d;w—ft SWWA� NTS r'M -22 loltv� L%NMIll P.E.
JR 10110114 CER11.0FAUTH.MM s' SG17-770 P0T0130
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL -,•. 2.893"MIN. ON MIN,ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT;SEE TO PREVENT ;'`�' DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP„ INFILTRATION CONCJCMU ILLUSTRATIVE
n o PURPOSES ONLY.SEE
SEE ANCHOR NOTES ANCHOR TYP.,SEE
EMBEDMENT: &TABLE A.SHEET 1 ze ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYP. ' TABLE A,SHEET 1 ALL APPROVED
SHEET 1 28 ILLUSTRATION,SHEET 9) ? :'.""' 1-1/4"MIN. SUBSTRATES.
,,. ••;::;•••;;. EDGEDISTANCE
DISTANCE:SEE �,'r. :•'' EXTERIOR 3.SEE TABES 1,3,
''"' SHEETS 8-8 FOR
TABLE A,SHEET 1 EMBEDMENT: :r:''',`,'�'." ;;',:.' , d' REQUIRED P-HOOK
SEE TABLE A, ,.;'::,•:, ',., '.',• • 5'.':`'• P-HOOK MOUNTING
EXTERIOR ` '�•t'•' AND P-HOOK
SWEET 1 :,,'',:�.;:: ADAPTER CONC./CMU MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP„ D!o '' ; ;:,;+� °,;;:'':,y c•;%;' ANCHOR TYP.,SEE ANCHOR QUANTITIES,
SEE ANCHOR NOTES7 P-HOOK . •• •.•-=• .:. ;: ANCHOR NOTES&TABLE
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
CMU PER TABLE ON SHEET 9.
(ALSO SEE TYP. 2.893"MIN. A,SHEET 1 TABLE A,SHEET 1 ILLUSTRATION,SHEET 9)
ILLUSTRATION,SHEET 9) EDGE DISTANCE
WP-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION' EXTERIOR MOUNT SHOWN, CONCRETEICMU 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 EMBEDMENTSEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
:
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
TABLE A,SHEET 1
MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 :• :;; ,. :' ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES :,.',••>.'.`•.`.,.:. . ' r;'' A,SHEET 1
SUBSTRATE 28 &TABLE A,SHEET 1 ti:, .1,•; ;•;;':.•.;-'. :e,r !; (ALSO SEE TYP.
EMBEDMENT; ;, •.+, ,y•;
(ALSO SEE TYP. SEE TABLE A, ,:�..' ILLUSTRATION,SHEET 9)
ILLUSTRATION, ' `'*' '+ 28
SHEET 9 SHEET 1 f. .w.. . ..• _JI
EMBEDMENT: ) r..• ;','.., .,
SEE TABLE A, DISTANCE:SEE
SHEET 1 TBE A,SHEET 1 "+' ` 1-1/4"MIN.EDGE DISTANCE
30 30
P-HOOK SMS ANCHOR TYP EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES ANCHOR TYP.,SEE (� p�%vednemmplyingrrllYDr
OT
&TABLE A,SHEET 1 ANCHOR NES&TABLE2� �/
e
(ALSO SEE TYP. 2.893"MIN. A,SHEET 1 2.893"MIN. roi�na
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ml .da roduct n
ILLUSTRATION,SHEET 9) 9y
®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS \`\k I /
w PARTS#19.#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, \\�ao�Y LYNN q1/z
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR �`��'.•'��CENSF''�Fp
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT
FOR WATER RATINGS} ONLY FOR WATER RATINGS) ONLY ) ;' N0,J8705
SC 10/ar201S A O CHANGES THIS SHEET 10707ECHNOLOGYDRNE' ANCHORAGE DETAILS %�n�'• T Tt C01'
R�w. oft N,VENICE,FL 94176 Ire %rC��'•.!'YORIVP,,''C�\;
R �� �� SERIES 770 ALUM,SGO-LM IMPACT
s n..uwr sv,.• �^"� OYeiYd A A.LYP.N IL
EJi 587051d.E.
JR 1101tOH4 �� CERT.OFAUTH.029M ® SOD-770 NTS 14 22 PGT0130
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL W, DLO TYP.PER TABLES 1-3 INTERIOR
SHEET 18;INSTALLATION WIDTH
DETAILS'Aw'&'Ad,� EXTERIOR
SHEETS 12&13 1
90°
PANEL PANEL PANEL PANEL CORNER DETAIL WT.
TYPE TYPE SHEET 19&CORNER
TAE OS' AS' TYKE ANCHORAGE SHEET 11MAX. PANEL '
NOM. MAX.UNIT
/ MAX HEIGHT INTERLOCK DETAIL
PANEL WIDTH TYP. I DLO PER" 'M',SHEET 19
HEIGHTHEIGHT TABLES EXTERIOR INTERIOR
SEE PER
NOTE 2 TABLES 1-3 1-3 ,
JAMB DETAIL'G3',SHEET
18;INSTALLATION DETAILS
X 'Gw'&'GD',SHEETS 12&13
80°
SILL DETAIL'D',SHEET 18;
INSTALLATION DETAILS EXAMPLE:900 INSIDE CORNER,4 PANELS-)(X/)(X
'DW&'Dd,SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
#8X 1"
#10 X 1-1/2" PH SMS
PH SMS
Opp aed uU ad7lnfelFlarl�fiit
PANEL CORNER FRAME CORNER
°°"daC���T
NOAH -•
ml�Prmuda .
DETAIL DETAIL oT
LYNN
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 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. = 4 No.50705
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
CC_
J. 0 S: 11/
sc tawals A OCHANGES TwsSHEET ANCHORAGE DETAILS/EXAMPLE ELEVATIOly '�n ., IPf RO�
o.n< xrmwW 1070 TECHNOLOGYDRW i .. C.....
N.VENICE.PL 30P78 rre '�(�•S ••••••
a� (0N}0601000 SERIES 770 ALUM.SGD-LM IMPACT
-30011; aw ® wwatime s"w: a..*nw xr. A.LVt�f♦MILLEF�,P.E.
dR 010114 CERT.DFAurN.,299 SOD-770 NTS 15 -22 PGT0130 A REA 68705
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 16
��'M',SHEET 19 OPERABLE JAMB DETAIL'G31,SHEET 18;
'-Ay—INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13
HEADER DETAIL'A',SHEET 18; MAX'
IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL'G3',SHEET
INSTALLATION DETAILS'Aw&'Ac', 18;INSTALLATION DETAILS
SHEET 18 INSTALLATION DETAIL ET`1& 18;INSTALLATION DETAIL ,� WIDTH
SHEETS 12&13 "�'Gw&'Gc',SHEETS 12&13
SHEETS 12&&'Gc', L2,SHEET 19 'AW&'Ac',SHEETS 12&13 TYP.
SHEETS 12&13 90°
�- , EXTE 1 R INTERIO
PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL
TYPE TYPE TYPE TYPE PANEL PANEL
R' L' D' A' TYPE TYPE TYPE TYKE 'M',SHEET 19
MAX. ,A, 'CS' 'OS' MAX. ' 90°OUTSIDE CORNER
/ NOM. / / UNIT / UNIT DETAIL'N1',SHEET 19&
" PANEL HEIGHT SILL DETAILUHEIGHT�
OMPAN .h PANEL / PER HEIGHT CORNER ANCHORAGE
MAX/ WIDTH TYP. / SEE TABLES PER D',SHEET NE
TH TYP. SEE TAB ES SHEET 11
DLO PER NOTE 2, 1 3 18' PER NOTE 2,
TABLES 1-3 INSTALL 1-3 �LNTEMOR
HEIGHT SHEET 16 LES 13 SHEET 16
DETAILS EXTERIOR
(� c] 'DW&'Dc', a NOM.PANEL
O X X X SHEETS"
G] LXWIDTH TYP.
&13X X PER TABLES
IL, 1I l
SEE FRAME& MAX.UNIT WIDTHMAX. -3MAX.UNIT WIDTH
PANEL CORNER SILL DETAIL'D',SHEET 18; MAX,UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90o OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS'IW&
1 L2,SHEET 19-\ INTERLOCK DETAIL'M',SHEET 19 - Ic',SHEETS 12&13�
u HEADER DETAIL
JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18; 1 HEADER DETAIL V,SHEET
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'iw, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION 18;INSTALLATION DETAILS
'HW&'He.SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAILS'B%V&'BO, DETAILS V&'IC',SHEETS 12&13 'Cw'&'Cc',SHEETS 12&13
SHEETS 12&13
I+--- MAX.UNIT WIDTH --- r-- MAX.UNIT WIDTH ----�I
-i
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
TYPE TYPE TYPE TYPE ,M, F' F' 'P'
'R' 'L' 'M' 'F' i MAX.
NOM. ' I NOM. UNIT �ryroyeauamrlylugMule.
MAX.UNIT
/ / PANEL / & j I PANEL HEIGHT Rome Id �
PER WIDTH TYP. / / WIDTH TYP, / PER Dow
TABLES MAX./ SEE PER g�g 1 SEE MAX. PER TABLES NOAr
1-3 DLO NOTE 2, TABLES 13 3 j OTE 2, DLO TABLES 1-3 1.3 ml o P�alucl Cbe"o
HEIGHT SHEET 15 i SHEET 1b HEIGHTr� ar,
0 X X X i( X X X 0 oNucENSFy/<<F��'�
EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;
3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS
EW&'Ec',SHEETS 12&13 FW&'Fc',SHEETS 12&13 -.0: f2
K R WnWn i Ol, .
8C 10AM16 A OCHANGE8THISSHEET r'
f8707ECHNOLOGYDRNE ]:�� EXAMPLE ELEVATIONS '• rtoRloP.•'' �•;
N.VENICE.FL 34276rn /i��%1 •""""" X
I�„y��,� SERIES 770 ALUM.SGO-LM IMPACT '�,;IS/pNA1 pr\
a.*wsat ev+ u,,.e n.+`aw ""° A.LYNlJIMILLt ,P.E.
JR 10/10/14 unrn CERT:OFAM.029288 8G6770 NTS 16 a 22 PGT0130 A P.E1J 58106
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTCORNER EXTCORNER EXTCORNER INTCORNER EXT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK BOX OUT BOX IN 00 LOCKSTILE 00 LOCKSTILE 90 RECEIVER 60 RECEIVER 00 RECEIVER 35 RECEIVER 35 RECEIVER
TYPES OUT IN STILE WI HANDLE BOX OUT BO%IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE WIHANDLE W1 HANDLE W/HANDLE
#118 .�paf��e #31 1131
mzo #1fe 1181 alfa #81 aef� '" #a� ae�
SINGLE ac, F PP K
INTERLOCK TR TQ TC TA TV TW
OUT ��
SINGLE 8 E P A C C IC SQ SC SA SV SW
INTERLOCK
IN IBDXou7 Mom)
FIXE . - RR R S S FD FC FV FW
STILE �"
LOCKSTILE D J�/J
W/HANDLE (�/�
LLl ASTRAGAL L p PANEL NOTES:
a WIOHXAPOUT
LE /MOM 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
ASTRAGAL A/ SIZES&DESIGN PRESSURE.
W Box IN �11 LEFT 4INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J W/HANDLE (mm PANEL I—I PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
(—
ASTRAGAL T I / STILE 2 yEXTERIOR STILE AND ARE NOT AVAILABLE.
Co eox our V v 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
0m moxom (#61),CORNER RECEIVER(#118)AND EITHER
ASTRAGAL / ' PANEL"E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER
LLI Box IN T v APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
�°`x4.135°ASTRAGALS TO USE HEAVY-DUTY STILES
J INT CORNER RT (#61)AND CORNER ADDON(#31),
Y) 90LOCKSTILE* Cl(,
J W/HANDLE#120 •�2"
w EXT CORNER SILL RISERS OPTIONS 232°
Z 00 LOCKSTILE- QT QS
Q W/HANDLE#119 •232 E TERIOR EXTERIOR ..062'
�"' EXT CORNER CT ^^ �Z" ExT R
/V'V` EXTERIOR 'OBr 4.065"
W RECEIVER ,062' 3.305°
WI HANDLE 18
INT CORNER#61 /1 T AS DF 1.567, —Jj•
90 RECEIVER /"•' '�2°
W/HANDLE 1,118 Ila
EXT CORNER� 18.SILL RISER FLAT' 20 SILL RISER,FLAT 22 SILL RISER FLAT 24 SILL RISER,FLAT
00 RECEIVER#01
CF FLUSH,1-1/2' SILL RISER,
OMEDIUM,3-1/4" RIGH,4"
EXT CORNER C .760° 4ppro namPlylo`p11Y1ha
136 RECEIVER 1 VT VV VF .750" 750' EXTER OR Oat" �k -•&
WI HANDLE #61 EXTERIOR �j Nio
INTCORNER #3 EXTERIOR ,008' EXTERIOR � 4.065' m 1°I °gyp �
35 RECEIVER WT WS WF a� a .O02'
W/HANDLE #81 082' 2.655' 3.3105'
1.6117 1 1 N.. LYNN 014e
OCENSp
SILL RISER,BOXI' SILL RISER,BOX SILL RISER,BOXSILL RISER,BOX
19' FLUSH,1-1/2' 21 LOW,2-1/2" 23 MEDIUM,3-1/4' 25 HIGH,4" �f No.50705 ;1C
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 C(Is
=A '•
8C 1Na2016 A CHANOE3THI8SHEET f070TECHNOL00Y0RNE PANEL TYPES 'C'� F
�t+�•.•coR.....
n N.VENICE,FL 31776 Ira' �i�lS�yl CA \�
a. SERIES 770 ALUM.SGD-LM IMPACT IU►�I , ,
(CIf}I60.1600 A.LYNN'Mi1.6,P.E.
ew.nmae eor. w.r o.Mvw u.r.
"� ° "O° 0s6s ® SGo-no NTS 17 122 PGT0130 A p,E.a88705
JR 10/10/14 CERT.OFAU7H.#28288
ASSEMBLY DETAILS
108 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61
Lp� p 105
14 108 FULL
U AMB LENGTH t4 76&io7-R11 517
600R81 6 03 BOOR 81 18
6
01 60 OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 6 SEE DETAIL G1
CLIP#105 WITH FOR FIXED 1p
105
S'LONG W/RETAINER#106 OPERABLE B0 PANEL CLIP 75 io-111
113 MIDSPAN (SHOWN WITH PANEL) SEE DETAIL G2
6 THE INTERIOR)FIXED PANEL TO EXTERIOR 103 113 76 8 MIT 103 FOR FIXED
5 103 OR 81
,R, PANEL CLIP
-DEXTERIOR
14 16 6
112 18 17
123 FULL LENGTH 02 40 G4 BOOR 61 J(,EXTERIOR
19
N10 X 314° OF JAMB 2-TRACK JAMB 2-TRACK JAMB ID
yEXTERIOR EXTERIOR V
SMB,X 3 CLIP#80 OR#105 61 62 W/SCREEN V/ v
8"LONG W/RETAINER#123 3 TRACK JAMB 3-TRACK JAMB 4 TRACK JAMB 4-TRACK JAMB
eD (SHOWN WITH H1 (SHOWN WITH ta(SHOWN WITH Ii (SHOWN WITH Q2,1(SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TOOPERABLE PANEL)
60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
10,EXTERIOR ("1_EXTERIOR
M63 .
�J
1 3 4
6 113 5 113 6
ry
89
BB EXTERIOR 89 EXTERIOR
EXTERa Loa
a
SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT
FRAME HEAD HEIGHT PER
OPT.SCREEN FRAME HEAD FRAME HEAD
TRACK TABLES 1R
63 BB 69
EXTERIOR 69 EXTERIOR -
52 61 72 OR 73 />, 72 OR 73 a 72 OR 73 4PVrorM�.comPlyls6 tHli
<Z1 Fwrma uId g
48 11 113 11 B 11 10 HOAX
48 47 p 8
S11sml Dade Product Cbs
EXTERIOR 112 b 113 113 Oy
6 6
G7 ; N.l LYNN
2-TRACKW/SCREEN 3-TRACK 4-TRACK a�; �tcr:NSN''•.•T
FRAME SILL FRAME SILL FRAME SILL
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 6. '
1-3,SHEETS 8.8 FOR DP(PSF)ASSOCIATED WITH STILE. _ J"Lo I S i UI`
tbse e�auc ow,We S1Al-Of• �yJ.
SC laSWI5 A NO CHANGES THIS SHEET / O� '•.
10TO TECHNOLooYORIVE VER TICAL SECTION DETAILS ;;,�. FtoR1o?.•'�9
N.VENICE FL3427d Tei �''��,`�/C)N�1-L`�•�•
�IH804,� SERIES 770 ALUM.SGD-LM IMPACT
I�
s w+me ed.• Anne en w,na s.r. A.LYNA�,IILL��2,P.E.
°m- ��sert v 0i1` CEAT,OFAUTH.J@828d ® fiGo-no NTS 18 d 22 PGT0130 A P.E.#58705
JR 10/10/14
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6 INTERIOR 113 lie
28 30 7 11 it
27 63 63
28 27
103
8D OR 01 60 OR 61 62 111 63 60 OR 81
20 29 `14 66
65 - as 6
EXTERIOR 120
-_ ill _EXTERIOR 9D*
INTERIOR EXTERIOR
62 02 EXTERIOR EXTERIOR
P-HOOK FOR FLAT SILLS P;,HOOK,FOR BOX SILLS INTERIOR
MOUNT
3g_
@NEXT.OR INT.MOUNT) 4T ONLY 90, OD OR 81
L
TER'O'
D.
'0 EXTERIOR IVOR
p�K13A 81
7 ISO 7.11 j &. *.OR EXTERIOR
C�ZVITD
6 '. INTERLOCK
ni4
113
fil
60 113 60 113 61 7
11
`5 EXTERIOR EXTERIOR
M-m --
7 67 OKX 68 E3 103 11980 EXTERIOR
IgEh STANDARD ASTRAGAL#67 HEAVY-DUTYASTRAGAL#68 90*OUTSIDE CORNER GO-INSIDE CORNER •ITEM#61(HEAVY-DUTY
K UIWITH STANDARD STILES#60 S WITH HEAVY-DUTY STILES#il 2-TRACK SHOWN W2-TRACKSHOWN STILE)SHOWN,ITEM#60
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"FOR DP
(PSF)ASSOCIATED WITH
STILES.
INTERIOR QC pR7
31
75 8107-11
INTERIOR
135° 6 6 INTERIOR
7 11
Ftorida Duld
14 6 135* Date a is
01 32 NOAH
103
32 IG EXTERIOR01, y
It 5
1IOR 7
LYNN
Q60AMITO' 31 103 14 135'INSIDE CORNER '�P
2-TRACK SHOWN NSj
136*OUTSIDE CORNER
Ot 2-TRACK SHOWN 68705
SC fA2Y10lb A NOMANGESImssima '-','A
0%
HORIZONTAL SECTION DETAILS,CORNERS j;7'V-EN'1C-A--fL 30275
19;way. j(4411)4004800 SERIES 770 ALUM.SGD-LM IMPACT
3;WTw—. om 570Vb.*ft jedr
JR 10110114 CEFD'OFAUTH42900 PGTO130 A PZJ 58705
Item POT Deecri tion Item POT POT# Descdpuon NOTES:
POT#
own.# P Own.# 1)ALL ALUMINUM=8083.78
1 17306 617300 2-TRA HEAD 58 OUANEXTRUSEAL DURASEAL SPACER(COMPOSITE
84-99.
2 17303 017303 2-TRACK HEAD W{TH SCREEN RAL SEALANT/DESSICANQ Or CARDBIAL XL EDGE SPACER 2)ITEMS#RE NOT
USED
D AND
ARE
3 17309 017309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&AR ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 81 17328 617328 PANEL STILE OIEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 817314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
8 1 17317 817317 FRAME HEAD/,IAMB ADD-ON 03 1226 BTP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3/18"MASONRY
T 17304 617304 24RACK SILL 64 1729 71129 SILL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O,C.
8 17301 017301 2-TRACK SILL WITH SCREEN RAIL 65 17326 617328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK SILL 07 17329 817329 ASTRAGAL
10 17310 617310 4-1RACK SILL 66 17339 817339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 69 17324 817324 TOP 8 BOTTOM RAIL
12 17316 817315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
13 17316 817310 FRAME SRL SCREEN END ADD-0N(SEE NOTE 3) 71. 1695 71695 1-12"X1'X314°HDH FIN SEAL DUST PLUGS
14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM Sr.SIL.ROLLER ASSY,
16 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 73 6163 78163N TANDEM NYLON ROLLER ASSY.
16 17308 817308 3-TRACK JAMB 74 SILICONE DOW-699,DOW-995 OR GE-7700
17 17311 617311 4-TRACK JAMB 75 8185 70185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONO TRIM PLATE
18 17322 017322 SILL RISER-FLAT,FLUSH,1-12' 76 71032)0FPFX #1032 X1'FL.SS SCREW W/TYPE'F'TIP
19 17319 617319 BILL RISER-BOX FLUSH,1-1/r 77 7103239 1032 STEEL ZINCU4NUT
20 17321 817321 SILL RISER-FLAT,LOW,2-12° - 79 17357 617357 V IG BEAD
2/ 17318 617310 SILL RISER-BOX,LOW,2-1/2' 80 17359 617359 7/16"BEAD/FIXED PANEL CLP
22 17355 017355 SILL RISER-FLAT,MEDIUM,M/4' B1 17380 817360 9118'BEAD
23 17354 617354 SILL RISER-BOX,MEDIUM,3-1/4' 62 1224 MP247K VINYL BULB WEATHERSTRIP
24 17323 017323 SILL RISER-FLAT,HIGH,4' 83 61745 1745 LOWS NC,Ur XIIIV SGL.SIDE ADH.TAPE,POLYETH.
25 17320 617320 BILL RISER-BOX,HIGH,4' 100 6052 48052 ROLLER ADJ.HOLE PLUG
26 17333 617333 POCKET P-HOOK 101 72087 JAMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71698 DUST PLUG
28 17334 017334 POCKET P-HOOK MOUNT 103 8186 7818OX 1"KEEPER
29 17335 617336 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17348 617348 POCKET P-HOOK FOR BOXRISER 105 17344 617344 FDED PANEL CLIP-6'LONG
31 17378 617370 135 CORNER 106 17352 617352 FDED PANEL RETAINER-0118'
32 17378 e17370 135 FDED MOUNT 107 1739 71739 HANDLE KIT-14TERIOR RAISED WIRE THUMB TURN
frEMS 40-63 ARE SCREEN PARTS: 100 1740 71740 HANDLE KR-RASED EXTERIOR HANDLE
40 4319 612256 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
41 7LOCKWOSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL
42 41618 SCREEN KEEPER SPACER SET 111 71DX34PPSDAX#10 X3/4'PH.PN.TEK•B.S.
43 5162 68152 SCREEN INTERLOCK ADAPTER 112 1235 67SIO WSTP,.270 X.170-FIN SEAL
44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 04066 .187'X.230°FNSEAL
45 4317 612250 SCREEN TOP RAIL 114 71OX115PPX 01O X 1-112'
46 4318 012257 SCREEN BOTTOM RAIL 1% 710XPPT 010 X 1'
47 688 7SRAZ STANDARD ROLLER tie 720XIX 01440X1'S.S. �pprovedveamplyingxlU llu
CjA -20
48 608 TBRAX STANDARD ROLLER-ST,STL 117 720%112X #1420X1.1116.5. Florida Holding
Del¢
49 4344 84344 SCREEN ASTRAGAL 118 17336 817338 90 DEGREE CORNER RECEIVER N4)AN
60 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 817337 90 DEGREE OUTSDE CORNER ASTRAGAL 411 ml D de Produe C
51 1692 01892 SCREEN SPLINE-.165 120 17338 8117336 90 DEGREE INSIDE CORNER ASTRAGAL By
52 1694 81894 SCREEN SPLINE-.160' 123 17352 017352 FDED PANEL RETAINER,71W I /
53 61818010 SCREEN CLOTH N.......... e,*
i
54 1725 112"X4'X 1110'SET.BLOCK,NEOPRENE 85 41-5 `r*r�''v1CkNSF'(. Q
�':'
55 1720 1'X4'X 1/16°SET.BLOCK,NEOPRENE 85
K' No.58705
NOTES:
1)ALL ALUMINUM=6063-TO —
2)ITEMS#33-39,67-69,66,78,84-99,121'8,122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. u[D '0!
' S1�TE Nr'
aC 1Nfl2015 Ate* DEDJO.EDGEBPACERTDPARTN56 '�'CG�'••,!,LORIOP:-•''('j
1070 TEM PARTS LIST .,�<SSS, ......•,��
KVENICE rL 91?7E ,•� ', ,./ONPA-'��,��•
(w1N6a1eoo SERIES 770 ALUM.SGD-LM IMPACT
JJ 1018115 A ansaa,c wre rr A.LYNN MILLER,P.E.
JJR 1WI0/14 oar CERr.oFAUTH,=20 aGa77o NTS 20 a 22 P0T0180 A P.E.#68705
5.069" -- 8.582" 1,38"
_ 0.08T 1.38°
1,872"�--
1.21 i" 1.606,
0.081' 1.019"
0.061" 02-TRACK HEAP 10 0.062°4-TRACK SILL 0.081" SCREEN
(6063 T8 AL} {6063 T6 AL) 40
STILE
6.198* 8.198" (s7c T8 AL)
- 6.526" 5,089"
ij
_ 0.080"
r-+- 1.045"
1.211" 1.605'" I- !
1.993" 0.082"
0.081" (�12_TRAGK HE -TRACK SILL
AD W/SCREEN TRACK �3
�`J(8063.76 AL) (8063-T6 AL) 14 2•TRACK JAMB 45 SCREEN
(8083-T8 AL) TOP RAIL
- 7,106" 2 TRACK JAMB W/ (6003•T6 AL)
8.221" ----�• 1s SCREEN TRACK
0.080" (6063-T6 AL) +-I 1.36"
1,211" 1.505" 0.876"
1.36" 1.993"
0.081" @ 3-TRACK HEAP 2 TRACK SILL W!SCREEN TRACK L 0'082"
(6063-T6 AL) (8063-T6 AL) 0,081"
8SCREEN
4s BOTTOM
RAIL
9.142" (8063-T8 AL
4.49" 01081,
0.084"
T-FT
1.211" 1.605" 7,105"
m-
0.081" 4-TRACK HEAD
9.141"
(-TRACK SLO(8083-T8AL) ( (6083-T8At)
1.2nal514 . 0.080°
0. 0 " 0082" t
0,532 0.764"
� 190" P
1.518" adiPuabe�llca
letMa
tit6
�
nr
Qe FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN I kyNN
ADpON 12 ADp•ON 19 �� pN..........;';
(8083 TS RL} END ADD-ON ie 3-TRAGK JAMB LOEN•s„ ,:�„ �.
{8083 TS AL) (6063-T6 AL) (8II83 T6 AL}
REQUIRES MIN,#10 SMS REQUIRES MIN.#10 SMS ' No.68705
OR 3/16"MASONRY OR 3/16"MASONRY1T 4-TRACK JAMB
SEE SHEET tT FOR SILL RISERS, ANCHORS Q 24"MAX,O.C. ANCHORS @ 24'MAX.O.C. (8063-T8 AL)
R.xee�- ar• a.xuar
SC 18221016 A 0CWN6fS?MSHEET
1070 MCHNCLOQYDRW EXTRUSIONS
M VENICE FL84275 ny. i��•.'•......4(:.•'•(•�
1a4imeo-lem PSERIES 770 ALUM.SGD-LM IMPACT '//"'1O1MI .-fG
a0 a MIT OFA0nl.as M �sa rro NTS 21 a 22
JR 10/10/14T ""_ A,LYFtt��iiLLER,P.E
P0T0130 A p,E.q 58705
0.718" 0.83" 3.802"
3.602" 2.304" 0.762"
0.752" I-
� 1.18 0.885"
0.674" 0.796° 1
0.082" -1 0.080" 00.233"
.082" J 0.062" LLP=:�:_ -�
0.284" 0.075"
6
6
O063-T8 AL) 083-T6 AL)
FRAME SILL P-HOOK MOUNTING P HOOK SCREW
SCREW tt TRACK 28 ( HOOK 28 ADAPTOR 28 COVER 0.080" 3o ( HOOKFORBOXRISER
(6063-T6 AL) (6063-T6 AL) (6 (6083-T6 AL) (6063•T6 AL) (8
4"
155" 4"
L7[ t
2.30" 1.488" 1.739" +{
0.080"
0.830" 0.082" 1.60D 0.133" 1.600 0.062" 1.303"
.080" 1.870" 1.6 1.888"
018" 3.125' -►1 3.125° 0.325"
2.4 0;062'
2.44"
INTERLOCK INTERLOCK
31 135°CORNER 92 135°FIXED MOUNT O STANDARD STILE 81 HEAVY DUTY STILE 82 85
(6063 T6 AL) 6063-T6 AL 6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
( ) ( (8063 T8 AL) (8083-T6 AL)
3.979" 3.979"
4.125"
1.050"(�- 1.050"
0.075' 0.075" 1.645" 0.062" 1.04"
1.645"
.268' ,811" .465°
Imo- 3.26" -►I� 045"4 � •�-�- 1 045" �--•
0.125"" 0.281" 04b".
87 STANDARD ASTRAGAL ee HEAVY DUTY ASTRAGAL 89 TOP/BOTTOM RAIL 7e G�1 88 7/16"GLAZING et 9/16"GLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD I.G. BEAD,FIXED BEAD
(6063-T8 AL) PANEL CLIP (6063-T6 AL)
(8063-T6 AL)
1.003" 1.03"
�- 4" 5.621"
0.757 r 0.080
0.050° L 4pprore 1 as Complying xifY fM
(BFIXED 0.133° Flo"Boldin a
FIXED 0.709" 2.893" 1.498" 0.133" 1.498" 20l
PANEL CLIP
(6063-T6 AL) '
KOAO
0.080" tmanlBedo mduttcoehol
.550° 0.863 4" Bl i
FIXED PANEL 5.621°
0.709" 123 RETAINER,7/8" t20 90°INSIDE CORNER ASTRAGAL \ `` I LYNM 41/�����i�i
0.080" If� (6063-T6 AL) 2'826" t tB 90°OUTSIDE CORNER ASTRAGAL (6083.76 AL) ,.��,•'��cr-.Nsr.'•.Fp
�1 (6063-T6 AL)
FIXED PANEL 118 90°CORNER RECEIVER No.68706 '
tee RETAINER,9/16° (8063-T6 AL) _
(6083-78 AL)
SC 1 N872816 A O CHANOESTHIS 8HEET �i�,<.'• Cy
ni07v°EH'EiceF°c`s°rz°i EXTRAS/0SER0ALUM.SGD LM IMPACT is`91ONL�,�`�\`
or n.Naak ra1}a6ataro6
prwC�c sole sw.e u".tann P.E.
SJR 10/19/14 0--way
adna au CE)MOFAUTH.026266 ® Soo-no NTS 22 .122 PGT0130 A REA 68705