HomeMy WebLinkAboutProduct Approval (3) FILE Cop'
MIAMPDADE MIAMI-DADE COUNTY
1® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 203
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadescv/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Door w/900& 135°corners—L.M.I.
APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 770 Alum. SGD-LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and
sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's *came 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 Miatni-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0128.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above..
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No, 15-1013.15
MIAMi•DADE COUNTY Expiration Date: February 17,2020
` !Q 12a 1rj Approval Date: October 29,2015
! Page I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by
manufacturer, signed and sealed by Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.:
FTL-598.0-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 tinder 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
�441744ue,"T5,
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-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 NDA 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 NOANo. 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 previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White) Glass Interlayers dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
2. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11,issued to PGT Industries,Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90°&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. 1 - 013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-2
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor SubstrateFrame Min.Edge Min.
Member Distance Embedment
INCLUDING POCKETS &9001135° CORNERS
Concrete(min.2.65 k8l HeadISIMOM7 1.310'
GENERAL NOTES 114'Elea Ullmcon Ungrouled CMU,(ASTM 690) Jamb only 2.112' 1414'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU(ASTM csmin.l)kel grout Jamb only 2-112 1-314'
3.
2)DESIGN PRESSURES: 1/4'Elco 410 Concrete(min.3.35 ksl) Head1SIIVJamb 1' 1.3/4'
2 Ungrouted CMU,(ASTM 690) Jamb only 2-112' 1-1/4'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. Cre x P.T.Southam Pine(SG=0.55 HeadlsiNJamb 1' 1.39Y
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. Concrete(min.2.85 ksl) Head/Sill 1' 1-3/8'
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114•Elco Ullrecan Ungrouted CMU(ASTM 690) Jamb only 1• 1.114•
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.Southern Pine(SG=0.55) HeadISIHIJamb 9/16' 1-318'
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012.18.8or410 Aluminum.606375' Head/sill/Jamb 318' 0.063•
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Steel,A36 Head1S1111Jamb 318' 0.050'
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadslin) Steel Stud,A653 Gr.33' Head/Sill/Jamb 316' 0.0451'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksi) head1S111Jamb 1-112• 1-318'
NARROW JOINT SEALANT. 114"Elco 18-B S.S. Ungrouted CMU,(ASTM C30) Jamb only 2' 1-114'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM 690,min.2 kat grout) Jamb only 2• 2°
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG=0.55) HeadISIlllJamb 1 1-3/8'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) HeadlslivJamb 9116' I-T
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12,Steel SMS G5, Aluminum,8063-T5' HeadISIIVJamb 3/9' 0.063'
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 IhroadsJln) steal,A38' Head/Sill/Jamb 318' 0.050'
FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33' HeedlSltllJamb 318' 0.0457
TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FI ORIDA 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)FCR 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 OPTIO14AL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"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.............I
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, DESIGN PRESSURES 6-8
MAX.1/4"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,30ff 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
CROSS SECTIONS............18,19
TABLE B,SEE DETAILS ON SHEETS 4&5 PARTS LIST......
Glass Description(Listed from Exreriorto Interior) EXTRUSIONS....................21,22
U77/16"Laminated:(2)Liles of 3116'HS Glass Wth.090'PVB Intedayer -kpprovsd a.eomplyto�With tht
G3A 9116'Laminated:(2)Liles of 114'HS Glass with.090'PVB Interlayer Florldn • hR c O)
DESIGN PRESSURE RATING IMPACT RATING Date l
04 7118'Laminated:(2)Liles of 3116'HS Glass with.090'SG Intedayer NGAtl
G4A 9716'Leminated:(2)Liles or 114'HS doss wllh.090'SG Intedayer SEE TABLES 1,2&3 CN RATED FOR LARGE 8 SMALL afisml Bade Product C
G5 1'Laminated I.G.:3116'TExledor Cap+318'Alr Space+7116'Laminated;(2)Liles 03116"HS Glass vAth.090'PVB Intedayer SHEETS 6,7 8 8 MISSILE IMPACT RESISTANCE
ny,
0511 1'Leminaled I.G.:1/4'T Exterior Cap+5116'Alr Space+7116'Laminated;(2)Liles of 3118'HS Glass with.090•PVB Interlayer
GB P Lamtnaled I.G.:3116'TExledor Cap 318'Alr Space+7116'L.eminated;(2)Liles of 3118'HS Glass vAth.090'SG Intedayer GLAZING NOTES: •1
G6A T Laminated I.G.:114"T Extedor Cap+6/16'Nr s eo+7116'Laminated;(2)Liles of 3118•HS class with.090'So inlerla ar "ANN"=ANNEALED \`� ON( Ll'NN A1�7��i
G7 7/16'Laminated:(2)Ulee of 3118'ANN Glass with.090'SG Intedayer "HS"=HEAT STRENGTHENED a��.•'�ICENgF' �Cc,Q'�
G7A 9118'Laminaled:(2)Utes of 114'ANN Glass vAth.09T So Intedayer - "T'=TEMPERED
�:: Ti
G81.Laminated I.G.:3116'T Exledor Cap+3/8'Air space+7116•Laminated;(2)Liles of 3118'ANN Glass with.090'SG Interlayer °PVB"_.090"BUTACITEGI' B BY KURARAY AMERICA,INC. _ No.50705
GOA T Laminated I.G.:114"T Exterior Cap+5116"Air space+7116•Laminated;(2)Liles 03'16'ANN Glass with.090'SG Intedayer "SG"=.090"SENTRYGLA Y KURARAY AMERICA,INC. IAR
_ ! '
:�) ( �J (�••Ifroh'SC 10/82015 A UPDATED INTERIAYER MANUFACTURER, QOF .�U�
R um: RMUxK 1070 TECRNOLOGYDRNE GENERAL NOTES AND MAP %
N.VENICE,FL 34775res FSS''-:`,<OR{OI`.•',�;
R 9r 5 R. (041MBan600 SERIES 770 ALUM.SGD-LM IMPACT ' /OlVnl
onvn ay. wm: arre: s.s.*roa.r e� d 1{•'UYNNt4ll.LEW,P.E.
JR 10/10/14 - CERT.OFAUTR.M298 SOD-770 NT3 � 22 P07Y)130 A P.E.tl56705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH M N TH LOCATIONS USING DETAIL"Jw","Jo"."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
Ac 12 3 CAN BE OXXXp.
PER TABLES 1-3 1 3 PER TABLES
_lid j 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
i I OF ANY 2 STRAIGHT CONFIGURATIONS.
Jw Jc ��0 1c Jw Jo�
MAX.UNIT 13 / 14 1a i i n N MAX. NIT 13 9 1a i?&y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT a a I' HEI HT
PER TABLES 1-3 / i PER TAB
SI-3 / 1e / a 14 i "X"=OPERABLE PANEL,
Uo4 '0'=INOPERABLE PANEL,
awj4�
"W'=POCKET
POCKET , y POCKET I y F—DETAIL LETTER
_1\f_ "w"=WOOD OR METAL INSTALLATION
1-PANEL - ANEL W'V'=CONCRETE INSTALLATION
CONFIGURATIONS 1 3 CONFIGURATIONS 1 13 L—SHEETNUMBER
— MAX.UNIT WIDTH UNIT WIDT DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL WIDTH A2 8 12 3 NOM.PANEL WIDTH A 13 1 13 Cw 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PER TABLES 1-3 PER TABLES 1-3
_s
I
19 Jc _ i 1 Gc 19 19 19 14 4
1 13C 1y 1 1c 1occ MAX.UNI 1 13 19 19 19 14 14 loge;
MAX.UNIT 1' 1a 1 4 I�e h HEIGH ° 1 19 19
HEIGHT 19 19 i w w PER 1 t3 IFk
PER TABLES 1-3 / / / I ~s ti I U
8�w TABLES I-
POCKET I / POCKET ja y
ly �
3-PANEL CONFIGURATIONS c w o 4-PA ORATIONS 12 13 t 13 ,2 13
1 .3 12 13
I
MAX.UNIT WIDTH - MAX.UNIT WIDTH
NOM.PANEL WIDTH w Ac w c c NOM.PANEL WIDTH A c
PER TABLES 1-3
z 1 2 3 1 1 PER TABLES 1-3 1 3
13
IfNJw dc I Appmvcd a.mmplylog wlW lM
79 19 19 19 14 14 I 19 ploridn Id ,C� '�
\IZ/113
9 14 14 1 W p ci MAX.UNIT 19 z SEE N(•)AN
MAX.UNIT 1 is / j n y HEIGHT NOTE 611■ml u.d.Product
HEIGHT 12 13 19 19 19 19 / I`¢ PER 1g 2,THIS
PER TABLES 1-3 / i�y TABLES 1-3 / o / SHEET. py -
u � 1
POCKET I + EMERRIIOR 1 .1 4,(;-NSF•'•�Fi�l%
j 1 o �',••
5-PANEL CONFIGURATIONS c\w F CORNER,TYP. No.53/0,,
12 13 1 1 12 1 1 13
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
t-jlR'
Imre: R.—
By ) $fA EOF
,oia�zor5 A OGHANGESTHIS SHEET f0707ECHNOLOOYORIVE EXAMPLECONF/GURATIONS c^,,'• ':�R!o?•
DB10' R°i111b�' N.VENICE,FL 34275
aero:
�o,t»ea,soo SERIES 770 ALUM.SGD-LM IMPACT
satxmec sops A.LYNN MILLER,P.E.
S00.770 HITS 2 .1 22 PGT0130 A P.E.A 58705
10/10/14 CERT.OFAUTH.X282BG
EXAMPLE CONFIGURATIONS
MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES:
35.TES" D 96"HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
300-1/4"@ 120"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL"JW',"Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH w Ac w c Co EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 t3 1z 2 3
pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
sw–�`r---j CAN BE OXXXp.
1 13 a 1e 1s is 19 1a 1 i 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
LLL
MAX.UNIT 1 1 c is s 1 / 14 14 i o 4 o OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 1 13 19 19 19 9 1e / i z
I �w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120" � � � � � � 1�
"X"=OPERABLE PANEL,
w
POCKET i � "0"=INOPERABLE PANEL,
_s r_ "p"=POCKET
6-PANEL CONFIGURATIONS w
t 13 t 13 1 F—DETAIL LETTER
MAX.UNIT WIDTH +—W'=WOOD OR METAL INSTALLATION
W "c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH nw Ac w o cc SHEET NUMBER
PER TABLES 1-3 12 13 13 1
Jw J 1 DLO WIDTH=NOM.PANEL WIDTH-7"
13 9 s t
is 9 14 I DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAXLILL
to t9 t91 1c iao PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
HEIGHT 1 13 19 9 a i s
lu
PER TABLES 1-3 f I w
POCKET
7-PANEL CONFIGURATIONS w
- 1 13 1 3 1 13
MAX.UNIT WIDTH
NOM.PANEL WIDTH w c cc
PER TABLES 1-3 7 3
aw-vial 4pprored a waiplyragw hi it.
1 13If
19 19 19 19 1 19 I Florida d Co
tw 31ak
9 t9 19 9 19 19 4 4 I�'�o o o NBAN
MAX.UNIT I I Z a m` 1 aml We Produel C
HEIGHT 12 13 19 19 19 19 19 19 / 1 ti¢
PER TABLES 13 Itv,
....IN.iv
� �
POCKET i o.y` :\\<` .•1� FNSF
8-PANEL CONFIGURATIONS P ` Mo.66706
1 13 1 t3
e lcr.
o . l°.�
mer w�. amew,c ou.obmc �CJ '•.• Tn1�o ��
Sc 80/62016 M6o"F NO CHANGES THIS SHEET f0707ECHNOLOOYOANE EXAMPLE CONFIGURATIONS %F�;i,.FLURIUP.•'y�\��
N.VENICE,FL 34275
R"ww (941N60-f6000 SERIES 770 ALUM.SGD-LM IMPACT
SO"'' s"0r °i'i 7 A.LYNN MILLER,P.E.
SJR �101f0114 �� oaro. CERT.OFAUTH.#28296 ® SGC-770 ITS 3 1 22 PGTO130 A REM 56705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & 5A)
711 11 OM. 7/16"NOM. 1"NOM.
3/16" GLASS—\ 3/16"HS GLASS--\ HS GLASS
.090"EVB—
.090"PVB 3 .090"SG 3/16"HS GLASS
4 -
16"HS GLASS /16" 74 3/8"AIR SPACE— 74
3/16"TGLASS
�
82 82
83
3/4"NOM.EXTERIOR 3/4"NOM. EXTERIOR 3/4.NOM.
GLASS GLASS 56
BITE BITE GLASS
BITE
EXTERIOR8p 80
v
54 54 65
/16"LAMINATED GLASS E G3 7/16"LAMINATED GLASS,TYPE G4 V LAMINATED I.G.GLASS,TYPE G5
9116"NOM. 9/16"NOM. V NOM.
3/16"HS GLASS
1/4"HS GLASS— 1/4"HS GLASS— .0901,PVB—
.090"PVB. �090-�jG--, 3/16"HS GLASS
1/4"HS GLASS 74 1/4"HS GLASS 74 6116"AIR SPACE— 74
lg'TGLASS
090"PVB 82 83
4"HS GLASS
3/4'NOM.
3/4"NOM. 4
*0'0"SG
"jiS GLASS
EXTERIOR EXTERIOR 4 NOM- 3f4"NOM.
GLAS BITE
GLASS
k S 56 GLASS
IT IT
<3 BITE BITE BITE
EXTERIOR
81
8179
Appmed m w.plylgvKA*
54 64 55 KoM2mmld gACV
Wte
NOAN
&
9116"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A V LAMINATED I.G.GLASS,TYPE G5A V�)rt M
Ily
GLAZING NOTES:
"ANN"=ANNEALED \wc
'HS'=HEAT STRENGTHENED Nu.!)3705
"T"=TEMPERED
"PVB"=.090"BUTACITE PyB%Y KURARAY AMERICA,INC.
"SG"=.090"SENTRYGLAgbY KURARAY AMERICA,INC.
R.W.. STAIfOr-
so 10/8/2015 A UPDATED INTERLAYER 1070TECHNOL06YDRIVE
MANUFACTURER G DETAILS r P,
N.WNICE.R S4276 ',V 0
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A.LYNN 11R.P.E.
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GLAZING DETAILS (G6, G6A, G7, G7A, G8& G8A)
1"NOM.
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.090"SG .090"SG-
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318"AIR SPACE 74 3116"ANN GLASS 74 3/8"AIR SPACE 74
3116"T GLASS e2 3116"T GLASS
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EXTERIOR 3/4"NOM. 314"NOM.
3/4"NOM.
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54 55
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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.
3116"HS GLASS 3/16"ANN GLASS
.090"SG 114"ANN GLASS .090"SG
3/16"HS GLASS .090"SG 3116"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS T4 5/16"AIR SPACE 74
114"T GLASS 1/4"T GLASS
82
83 83
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GLAZING NOTES: `�pt�y LYNN /
"ANN"=ANNEALED .•'\�CFNskl .F�
"HS"=HEAT STRENGTHENED %.
"T"=TEMPERED " No.58705
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"SG"=.090"SENTRYGLA9bY KURARAY AMERICA,INC.
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SC 10/8/2015 A UPDATEDINTERL4YER MANUFACTURER ��)� F
1070 TECHNOLOGY OWE GLAZING DETAILS- �;,;•.,roRtt>I`.•''
HVENICE.
M80-1034275 SERIES 770 ALUM.SGD-LM IMPACT
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Ry. s.an+eaa¢ sms sm.c' A.LYNN MILLER,P.E.
"��� "� �'' CERT.OFAU7H.p2B288 SGD-770 NT$ 5 d 22 PGTO130 A REA 55705
JR 10/10/14
TABLE 1: TABLE 1A: _
Design Pressure(DP)and Anchor Quantities Required,(for all approved Sill Height to Max.(+)DP
configurations on Sheets 2&3) Maximum DP for all sizes:+601-60 (Water Infitretion Rating)
(May be limited by Table 1A) Sill Rear Hei ht
For comer astragal anchorage on 90"or 135°comer units,see sheet 11 9 (+)Design
Door Unit Height (Flat or Box,see Pressure,Ps1
Table applies to Glass OW �. 9 g6" Sheet 17)
Types 3,3A,5,5A,7,7A,$ 69.718"DLO 3.7/8'DLO 79-TI-8TDLO 8-7/$ DLO Flush-1.112" see note 3
&8A and the Stile/Astragal Anchor Group Anchor Group Anchor Group Anchor roup Low-2.112" +46,67
1 2 3
types shown below. 4 1 2 3 4 1 2 3 4 1 1 2 3 4
Medium-3.1/4" +60.0
�7' bX
C4+1 +1 C4+1 04+1 C4+1 C4+1 CA+1 G4+1 C4+1 + C4+1 C4+ C4+1 k C4+ CA+1 Hi -4" +80.0
24" Da 8 8 8 8 8 8 $ 8 8 $ 8 8 8P7+8
8 SEE NOTES 1.3
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+82s' HeadIS111 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1
30"16 DLO Jamb- 8 6 8 8 a 6 8 8 8 $ 8 8 8 8P-hook 6t 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+$ T+8
29" Head/Bill +1 ' +1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+135 DLO ismb 8 8 8 8 8 8 8 8 8 8 8 8 8BP•hook 6+7 +j• ` 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+$ 7+8 7+8 7+$ 7+8 OH LENGTH f^»—
E
HeadtStll C4+1 C4+i C4+1C4+1 04+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1
12,.
OJamb 8 8 $ 8 8 8 $ 8 $ 8 8 8 8 8 8f
wok 8+7 6+7 6+7 6+7 7+8 7+$ 7+e 7+8 7+8 7+a 7+$ 7+8 7+8 7+8 7+8 7+8 todlSip C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 04+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLO41 mb 18 $ 8 8 8 a 8 $ 8 8 8 8 8 8 8 8 O
ook 6+7 1 6+7 1 6+7 16+7 7+8 7+$ 7+8 7+8 7+8 7+8 7t8 7+8 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 IA. NOM.PANEL WIDTH-7"
3)4",3-114!'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED,MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FORANCHORAGE 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 @lamb Straight Astragal Lockstlle @ 90"Astragal Lockstile @ 13S°Astragal Lockstile @
Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal 4ppraved u complying with deP'-
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Side Heavy-duty Stile Heavy-duty Stile Florida id'g
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Part#60(Stile) Part#119(Out.) No.58705
Part#60{x2J Part#60 Part#60 Part q60 Part Il118{Corner part#120(In.) Parts#31  Par[#61 .. I
Part#67(Astragal} Receiver} (Corn.&Fxd Mount)
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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 90'or 135°comer units,see sheet 11 (May be limited by Table 2A)
Door Unit Helght
Table applies to Glass Types 80' 84• 9o' 96' 102' 108' 114' 120•
4,4A,6,6A,7,7A, 8&BA 69.7/8'DLO 73718'DLO 79.7/8'DLO 85.718'DLO 91-778'DLO 97.718'DLO 103-716'OLO 109-718'DLO
and the Stile/Astragal types Anchor Group Anchor Group Anchor Group Anchor Group -Anchor Group Anchor Group Anchor Group Anc or Group
shown below. 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
a ISIII G+1 CAN C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 Cil+1 CA+1 C4+ 04+1 C4+1 C4+1 C4+1 C4N + G3+1 C4+1 C4+ CA+1 C4+1 CA+ +1 CAN C4+1104+1 C4N C4+1 C4+1
24' DLO Jamb 8 8 8 8 6 8 B 8 8 8 B 8 8 8 8 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 B+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Head/Sill 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4N C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 04+1104+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 G4+1 C4+i C4+1 C4+1 04+1 CA+1 CAN
30' D O Jamb 8 8 8 8 a 8 8 8 a B 8 8 8 8 8 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+B 7+8 7+8 8+9 8+9 8+9 8+9 8+9 6+9 8+9 8+9 9+10 9+10 8+10 9+10 9+10 9+10 900 9+10
Wad/Sill CA+1 C4+1 C4+1 C4+1104+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4N CA+1 C4+1 C4N C4+1 C4+1 C4+1 C4+1 CAN C4+7 C4+1 04+1 CAN C4+1
S 36' D29'LO Jamb 8 8 8 B B B 8 8 8 8 8 B 8 8 B B 10 10 10 10 10 10 10 10 70 10 10 10 70 10 10 10
P-hicok 6+7 6+7 8+7 6+7 T+8 7+8 7+8 7+8 7+8 7+B 7*8 7+8. 7+8 7+8 7+9 7+8 Br9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9N0 9+10 9+10 9+10 9N0 9+10 9N0 9N0
35' F4eadlSlll CAN GIN G3+1 CAN C4+1 C4N C4+1 C4+1 Cq+1 CA+1 CAN C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CAN C4+1 GIN G4+1 C4+1 GIN C4+7 GT.+1 CS+1 CSN C4+1 GIN CS+1 C5+1
as 42' DLO Jamb B 8 8 B 8 B 8 8 8 6 8 B B 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P•hook 6*7 6+7 8+7 8+7 7+B 7+B 7+8 7+8 7+8 7+8 7+a 7+B 7+8 7+8 7+8 7+8 8+9 8+9 6+9 8+9 8+9 8+9 B+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10211io.,
FleadlSlB CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 134+2 G1+2 C4+2 C4+2 CA+2 G1+2 C4+2 G+2 C5+2 C5+2 C4+2 C5+2 C5+2 CS+2 CS+2 C5+2 C5+2
z 40'
41* C4+2
Jamb 8 B a 6 8 8 B 8 8 a 6 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 B+9 8+8 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 8+10 9+10
Head(Sill C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 CA+2 CA+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2
54° DLO Jamb B 8 B B 8 8 8 B 6 B 8 8 B 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 1+1117+8 7+8 7+8 7+8 7+8 1+8 7+8 7+8 1+e - Not available in these sizes
hleadlSlll C4+2 C4+2 G1+2 CA+2 C4t2 CAt2 C4+ 04+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 + C5+2
80' DLO Jamb B 8 8 8 8 B B8 B B B B 8 8 B 8
P-hoak 8+7 6N 8+1 8+7 7+8 7+8 U11+8 7+B 7+8 7+8 7+8 7+8 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 3-1/4"SILL. NOM.PANEL WIDTH-7"
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A:
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. (Flat or Bok,see u4(+)Design W PANEL HEIGHT=
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,ps1 z o OH RATIO z 1
Sheet 17) O DOOR UNIT HEIGHT-1.866"
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS = o
NOT RATED FOR WATER INFILTRATION. Flush-1-1/2' see note 3 0
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low'-2-1/2' +46.67
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 IHigh-4° +80.0 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&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ �ppmvcd u mmplylogNlrhu►
Assembly Straight Astragal Assembly 90*Astragal Assembly 135'Astragal FloridaId gCed
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 Dale
Inside MOM
Standard Astragal Outside Corner, st—1 de Prodnat enol
Outside Corner
Corner Rr.
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Corner Outside .` Cid.. <<F
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Part 661(Stile) 5P,7057D5
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Part 661 Part 9118(Corner Parts 831&H32 Part 861 - Ido.art 467(Astragal) Receiver) .) (C
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TABLE 3: __ TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(tor all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max,(+)DP
For comer astragal anchorage on 90'or 135°comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)
Door UNI Height Sill Riser Height
Table applies to Glass Types 4,4A, 80" t14' 90" 96" 102" 108" (Flat or Box,see (+)Design
6,64,7,7A, 8&BA and the Stile 1 69-7/8"DLO 3/8"DLO 79-718"DLO 85-718"DLO 91-718"DLO 97-7/8°DLO Sheet 17) Pressure,per
Astragal types shown below. Anchor Group I Anchor Groin Anchor Group ho
Ancr Group Anctar Group Anchor croup Flush-1-112" see note 3
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 1 4 1 1 2 3 1 4 1 1 2 1 3 1 4 Low,-2-112" +46.67
Design Pressure +/-90.0 s + 2.6 psf +/-76.0 psfMedium-3-1/4' +60.0
24" 17° HeadlSlll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+'I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Cot 1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 High-4' +90.0
DLO Jamb B 8 8 8 B 8 8 8 8 8 8 8 8 B B 8 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 1 7+8 17+8 7+8 8+9 1 8+9 18+9 8+9 8+9 1 8+9 1 8+9 1 8+9 SEE NOTES 1-3
Design Pressure +/-90.0 psf +/-82.5 psi +/-75.0 psf
30" 23" Head/Sill C4+1 I C4+1 1 C4+1 C4 11 C4+1 04+1 C4+1 1 C4+1 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
DLO Jamb B 8 8 8 B 8 B 8 B 8 8 B 8 0 8 B 10 10 10. 10 10 10 10 10
'D P-hook 6+7 6+7 6+7 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8r9 1 8+9 8+9 8+9 5+9 8+9 1 8+9
Design Pressure +/90.0 psf +/•82.5 psf +/-75.0 psf
29" HeadISlll C4+1 C4+1 C4+2 C4+2iC4+i C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C6+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C6+1 C5+1 C4+1 C4+1 C5+1 C5+1
ireL 36" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 B 8 B 10 8 10 10 10 10 '10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 I
e Design Pressure +/--90.0 psf +1.82.5 psf +/-75.0 psi OH LENGTH
42° 35' HeadrSlll C4+2 C4+2 C4+2 C4.2104+2104+21 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 =
DLO Jamb 8 8 8 81 B 1 8 1 8 1 B I 8 I 8 1 10 B 8 8 10 B 10 10 10 10 10 10 10 10
P-hook 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 ..7+8 8t9 8+98+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 8+9 8+9 w
0
Design Pressure +/-90.Opsf See Note A below. +/-82.5 par +1-76.0 psf = o OH RATIO 2 1
48° 41" Head/Sill C4+2 C4+2 C5+2 G5+2 04t2 C5+2 C5+2 C5+2 CB+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6t2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 Cs+2 O
DLO Jamb 8 8 8 B 8 8 10 B 8 B 10 B B 8 10 B 10 10 10 10 10 10 10 10 1
11
P-hook 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8•>9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 0+9 +10 9+10 9+10 .J—
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+1-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,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. 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 DLO WIDTH=
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',3-114"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
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 @
Interlock P-hook Lockstile@Jamb %ppmeed or wmplying nith(b.Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal Florida std ng oJ1e
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
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Part 061(Stile) Part 061(Stile) '•'r '
Part 961(Stile) Part N119(Out J - hio.58705
Part 1161(x2) Part#61 Part#61 Part N51 Part H118(Corner Parts H31  Part 961 _ `
Part H68(Astragal) Part 11120(in.) - -
Receiver) (Corn.&Fxd Mount) - --
Rend el• nab: RMebLL' ..,�.'•. 'li\i-OF �\J.,
sC f0/a�101b A OCHANGESTNlSSNEET 10707ECRNOLOOYDRIVE DPANDANCHORAGE %,"'r'••.'�iOK,(>F.•' >`'�
. 01� N.VENICE,FL 3/276 rat i`•(�� ...•.••'�"(`.�� I .
R.ems. SERIES 770 ALUM.SGD-LM IMPACT
te+tNeatetio e..,me ed. e..e u..rox" se.
- A.LYNN�1ILLER,P.E.
JR-
CERT.OFAUTM#2e2Be ® SGD-770 NT$ 8 22 PGTt7130 A P.E.H 58705
JR 10/10/14
NO FRAME 7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE :•. REQUIRED @ (PERPENDICULAR TO GLASS SEES,S CLUSTER SEE"C5"CLUSTER DETAILS,
DETAILS,SHEET 10 FOR FOR ASTRAGAL
EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
NOTE, INTERLOCK
THIS POCKETS AND 60"NOM. CLUSTER,SEE
SHEET SEE POCKET g P-HOOK PANEL WIDTH DETAILS,SHEET 11 x x
( ) I-------- x x x x x x x 6"MAX.
JAMB MOUNTING x x x x f x x x x x x
INSTALLATION, ADAPTER 6"MAX' ( x x x x x x x x x x x
THIS SHEET x x
ANCHORS MIDWAY � 1 0 3"MAX
&SHEET 14 BETWEEN P-HOOK i ®' I I 4 PAIRS OF
' ANCHORS&AT 3" I O x=FRAME x x ANCHORS
l'..'_: FROM TOP& i ®� I'I1j 11I ANCHORS 96" (TOTAL 8
BOTTOM o 14- i v l o UNIT 21'MAX. ANCHORS)
•• §; MAX.D.C.' 1 ° HEIGHT D.C. PER JAMB
4.051" "MAX.TO OPENING a o ®I 14'MAX.O.C. 0 49=P-HOOK
EDGE OF POCKET SEEw a I O ANCHORS x x� (SEE JAMB
INSTALLATION ion ®I Z DETAIL
DETAILS'JG'&'Kc', I�ss I0 ITl o=P-HOOK BELOW)
END PANEL SHEET 14&PARTX1 MOUNTING
ANCHORAGE DETAILS'J'&'K', i N 1 I !.I 3"MAX. ADAPTER x x
24"MAX. (2 ANCHORS) SHEET 19 FOR S 1--F® I r ANCHORS X
O.C. P-HOOK �- __6 MAX. ol— x x x
"+2" - --- x % x x - x x x x x x x' ✓ END PANEL
ANCHORAGE ANCHORS END PANEL x x" x x x x x x x x x j 6'MAXJJJ��. ANCHORAGE(SEE
ANCHORAGE '"� x" x X x x' �•+2" SKETCH BELOW)
(SEE SKETCH BELOW) �.�2. •+2' '+2' ANCHORAGE "+2'
CENTERLINE 6"M •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:
O.C. 160"x 96"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 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE
7— I 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE
60" 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 � 5.64"
"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
17 CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 6"MAX.
3.5" REQUIRED AS PER THE FIGURE AT RIGHT:Lf
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR -2-TRACK
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES SEE Approved•ae•mplyl•awllk14
"+2"ANCHORAGE END PANEL oArldn la
CENTERLINE "C5"CLUSTER CENTERLINE
C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE HOA0
• DETAILS,SHEET 11 INTERLASTRAGAL (2 ANC
I -OF FOR ASTRAGAL —OF HORS)
OCK g m m1®•de Prodad ControlI I
•
4.051" I_1 3.5,. I MAX. n1'•
• • • I•• • `��p�C( LYNN
a -
CENTERLINE CENTERLINE CENTERLINE No.06705
EXTERIOR OF PANEL 3 +2"ANCHORAGE OF PANEL 4 "+2"ANCHORAGE OF PANEL 5 77E-0
" SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS =:. (� �� �S 1
wneey am: ReWbnx + Q SIAfE01` Gj
SC 10/612015 A O GTHIS SHEET
R,,,•x CHANES 1070TECHNOLGGYDRIVE ANCHORAGE SPACING&EXAMPLE PLANS .[u.....N. .
Re dY. cw. R"xb,a• (941 VENICE,FL 34275 SERIES 770 ALUM.SGD-LM IMPACT /0NA1-
(s4p4so-fsos
om"neY wm: Deem an: ' "" A.LYNIJI'MILL�R,P.E.
JR 10110/14 CERT.OFAUTH.p26266 43. SGD-770 NT8 8 d 22 PGT0130 A REA 58705
ASTRAGAL OR 6"DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04"
INTERLOCK IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I
�-- 1.75" EXTERIOR 6"DIAG.
7" 7" 3.5" f 21„
1.75"
W7" MAX.
O.C. EXTERIOR -
4" 2.04" 4" 21"
5.64" MAX.
EXT,JE�LR,IOR 3.5"&7" EXTEnnRIOR 4DIAG , EXTERIOR 2-TRACK FRAME HEAD/SILL V 6"MAX.
2-TRACK FRAME HEADlSILL � 2-TRACK FRAME HEAD/SILL 5.64"
(a)ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK 2 TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6"MAX.
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR
4-TRACK
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK-4-IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK--"IF NEEDED 2.04EXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE "
3.5" -�3.5"+- 7" 3.5"
ANCHORS MAY BE INSTALLED
n I I 21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX• TRACK(INT.SHOWN)
4.08" 4.08" O.C.
I , 2.04"
5.64" NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR 7" Ex EEIRIIOR 7„ 4"DIAG. EXTERIOR 3.5„ 3 5° �- ARE BASED ON MIN.
3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 6 M ALLOWED.
(a)ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK a�ASTRAGAL OR INTERLOCK 2.FOR HEAD SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONS/ANNCC HORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL (FOR SPLICE FOR SPLICED
SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDITIONS ONLY:
INTERLOCK-]
-1 IF NEEDED INTERLOCK�I (FOR SPLICE INTERLOCK CONDITION,DO NOT
CENTERLINE I CENTERLINE I CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION
1.75" � C6"CLUSTER DETAIL) 3.5" IF NEEDED
3.5" 3.5„ 7„
Mpmved u eomplylo6 w11C t6
2.04" 4"DIAG. 2.04" 4"DIAG. � 2.04" Moride eld I:
Nowa
2.04" WDIAG 4"DIAG, a Iimi Dente Product C
8"
4"DIAG. I 2.04" Ry r
3.5"
EXTERIOR E%TERIOR f_ EXTERIOR �-- 7" —� 3.5" \` i�\��.•"
r w �1GENgF'•,
`J 4-TRACK FRAME HEAD/SILL I;ul 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
(a)ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK No.56705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") _
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') WITH 8 WITHOUT SPLICE CONDITION
n eo zJ IS
R_ftr. nets R"Wtlnc orogen• (�`;•. tiTATE F
SC 10/5r-MS A NO CHANGES THIS SHEET1070TECHNOLOGYDRNE ANCHORAGE,EXAMPLE CLUSTERS ; ,c•,;•.Fcomo?.•';C��;
erb nl' nate' R"Ntbm: •••.
N.VENICE,FL 34275 ren '
ReNYwu SERIES 770 ALUM.SGD-LM IMPACT ;s/0.4'M:Cr
(9er}�eat559
01,
rn„ I��
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JR 10/10/14 CERT:OFAUTH.ff"295 Sc.. NTS 10 s 22 PGTO130 A P.E.a 58705
2.04" 2.04' INTERIOR 2.04' INTERIOR X2.04" NOTES:
- 1,ALL DIMENSIONS SHOWN
INTERIOR INTERIOR 7- ARE BASED ON MINIMUM
-11\
4"DIAG. lil\ 4'DIAG. 8.94" ALLOWED.
6.1z' 6.12" 3.1 3.6" 2.DETAILS DEPICT ANCHOR
INTERIOR
94"
3.6.
INTERIOR INTERIOR 7" INTERIOINTERIOR QUANTITY AND SPACING,
90 3, W EXTERIOR
4-DIAG.EXTERIOR AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4'DIAG, 4"DIAG. FOR EXTERIOR OR INTERIOR
ft CORNER CONFIGURATIONS.
EXTERIOR
3.5.
EXTERIOR
---4 3\5'
--4 3.5. 11+111ANCHOR
4* EXTERIOR 2.04" EXTERIOR 4 EXTERIOR- 8.94'
F 1 3.5- j 4" 4-
2.0 T 2.0 2.04
90°CORNER 90°CORNER 135°CORNER 135°CORNER --4
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME 2-TRACK FRAME HEADISILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 0 CLUSTER I—OFPANEL
ANCHORS ARE REQUIRED."C41 ANCHORS ARE REQUIRED,"CG-) ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,"C6-) "+2'ANCHOR
4.08'
INTERIOR —0— EXTERIOR INTERIOR .08, "+1"ANCHOR 2.OW"
4' 7.41" 4"DIAG.
INTERIOR 3.5* INTERIOR 3.5 1
90, 7' 135* CENTERLINE
INTERIOR
LNTE' R
4
INTERIOR
91
Do. .3 1 EXTERIOR OF PANEL
"+3"ANCHOR
4.08" 4.08"
5.37"blAG. 5.37"D AG. 7' CENTERLINE
1— �—OF PANEL 2,04' 4"DIAG.
4.' 3.51
3.6' J�' ON
— 7' INTERIOR 11+2"ANCHOR 3"
EXTERIOR .5.
EXTERIOR ALL .5
EXTERIOR 7-
90*CORNER 135°CORNER VIEWS CENTERLINE
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL OF PANEL
('�g62 ANCHOR CLUSTER REQUIRED ('C6"ANCHOR CLUSTER REQUIRED 2-TRACK FRAME HEAD/SILL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"L)IAQmm
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12' INTERIOR 2,04"
2.04" 3.5-
EXTERIOR 5 881, .12" CENTERLINE
4' INTERIOR OF PANEL
INTERIOR 90, 3.5.1
4" .5.1 135' 2.04" "+3"ANCHOR
DIAG. 7- ppmed m wpiplyLagwith t6b
Florkl id
4.08" Oak LL
6.12" 4"DIAG. 6.12" 4,,D
NOAa
7' EXTERIOR [I. F,adaa
3.5- 4,' 1 3�5"
2.04" EXTERIOR 7"' 4"DIAG. 4" 3 CENTERLINE `NN
EXTERIOR I*A
Z04" OFPANEL
90°CORNER 135°CORNER N
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL
(-�g82 ANCHOR CLUSTER REQUIRED ("�q82 ANCHOR CLUSTER REQUIRED53(05
INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
SCATEOF
WO 't
10=015 VO CHANGES THIS SHEET ANCHORAGE,EXAMPLE CLUSTERS
SC 1070TE( M.
"'N"100y"
R.i*-. ............
R-d0r. A VENICE,IL '1,'-"10
w- SERIES 770 ALUM.SGD-LM IMPAC , ,
R.'w. w A.1644N MILLW'
�vr Nh. aFd�N D.. 22 IT130
JR 10110114 CERT.CFAUTH.M-1
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGED ISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1/16"' - 2-1/16"' 2-1/16"• NOTES:
EXTERIOR ___ _ 1/4" 1/4" _ _ __ _ _ 1/4" 1.ALL DIMENSIONS
a �_ MAX. MAX. MAX. SHOWN ARE BASED
j o r SHIM EXTERIOR - ` SHIM EXTERIOR SHIM ON MIN.ALLOWED.
EMBEDMENT: T �r r 2.METALTE WOOD
SEE TABLE A, J SUBSTRATES MAYBE
SHEET 1 USED FOR ALL FRAME
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYPES PER TABLE A,
2X WOOD 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 'DIAGONAL O.C.IS
E E 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL)
Aw WOOD INSTALLATIONBw WOOD INSTALLATION e METAL INSTALLATION OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHO* EDGE
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 117
NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) SHEET 1 ,..., ;,.:.;:::,.. ;. _.:.,.::. 1 SHEET 1 m. .
T (1l4"MAX.) (1/4"MAX.)
EXTERIOR I - EXTERIOR EXTERIOR EMBEDMENT:SEE
2-1/16 2-1116"' 72-1/16"' TABLE A,SHEET 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
QNI 2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL E 4-TRACK FRAME SILL
\J2-w/WOOD INSTALLATIONEw WOOD INSTALLATION Fw METAL INSTALLATION
EMBEDMENT:SEE 1
TABLE A,SHEET 1 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 �I SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A, METAL TYP.,
TABLE A,SHEET 1 �i SHEET 1 SEE ANCHOR
EDGE DISTANCE: NOTE 4,SHEET 1
2X WOOD SEE TABLE A2X WOOD
,
TYP.,SEE ANCHOR TYP.,SEE ANCHOR • roved ai mm I In wllb Ih+
NOTE 3,SHEET 1 SHEET 1 Pr P r e
NOTE 3,SHEET 1 2-1/16" a. la'g I
SMS ANCHOR TYP.,
2-1/16"• SEE ANCHOR NOTES NOAH —
2-1/16"• &TABLE A,SHEET 1 Tmiad,Produe nlmWOUD ANCHOR TYP., MIN.OF 3
SEE ANCHOR NOTES WOOD ANCHOR TYP.,
&TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS
BEYOND THE
EXTERIOR O &TABLE A,SHEET 1 EXTERIOR METAL � YNN ���
I
1/4"MAX.SHIM EXTERIOR SUBSTRATE .R\•' L\ EIJ3F'.,`r
I I+ 1/4"MAX.SHIM - F- 15 t
1/4"MAX.SHIM 58105 't
6E 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB a'� �_
Gw WOOD INSTALLATION WOOD INSTALLATION Iw METAL INSTALLATION O)
Hw 1 j
RaY1d 9Y D.9. Ra ' p„ . r'/1 '.
SC 10/072 0 1 5 A O CHANGES THIS SHEET (J`\•, STAiE OF
RerMBy �� R"NYva' 1070WCHNOLOGYORIVE ANCHORAGE DETAILS
N.VENICE,FL34275 iee: ii"^...URI0.
R�VX MW (0.11}480.1500 SERIES 770 ALUM.SGD—LM IMPAC. ,I "�
—or:mro: Caortm Dem: ® b'�i0t s�oee a""�°"' A.LYW AILLER,P.E.
JR 19/10/14 CERT.OFAUTH.#18288 30D•770 IVT3 12 a PGT0130 A P.E.958705
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
TABLE A.SHEET 1
PER TABLE ON MIN.ALLOWED.
A,SHEET 1 'PER TABLE 2.171 g•• PER TABLE 2-1/16^
A,SHEET 1 A,SHEET 1 1/4„ •DIAGONAL O.C.IS
..':•......... ;:• •. .. . i: . . ':•-''.^, MAX. M
EXTERIOR ;, , 1 r %' 1 SHIM IN 4"(HEAD&SILL)
,,. ..... ;:.•_. i.e.'..:, :..�...::... ;.
a _-_•.S � - :,.�� �-_ .- 1 T - �- M OR 6"(JAMB)SEE
EMBEDMENT: Z 1/4" EXTERIOR L 1/4" EXTERIOR OD&AILS,SHEETS
11.
SEE TABLE A, MAX. cj MAX' a
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
E 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD ja 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TXP— PROPERLY SEC ED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYSEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
U
TABA;SHEET 1 ANCHOR N S EET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANC HO / SEE ANCHORSEE ANCHOR
NOTE 5,S T \\NOTE 5, NOTE 5,
1(11141" AX.) SHEET 1 4 MAX -
SHEET 1
AX. 1
(1/4"MAX.) - _ _ - :''� � (1/ ) _ _
EXTERIOR
EXTERI EXTERIOR
a CONCRETE
2-1116"' 2-1/1 �2-1116"' PER TABLE
EDGE DISTANCE: CONC TE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PE ABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME-SI L 3-TRACK FRAME SILL ah 4-TRACK FRAME SILL
INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE 1I SEE TABLE A,
TABLE A,SHEET 1 -�I 1 SHEET 1
EDGE DISTANCE: PROPERLY SECURED
EMBEDMENT:SEE SEE TABLE A, 1X WOOD BUCK TYP., •7
TABLE A,SHEET 1 ~I SHEET 1 SEE ANCHOR NOTE 3,
EDGE DISTANCE: SHEET 1
PROPERLY SECURED SEE TABLE A, PROPERLY SECURED ? wPPmved as wmplyingwith 1t
1X WOOD BUCK TYP., 1X WOOD BUCK TYP., FlorWo Id-g
1 SHEET 1 2-1/16"'
SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONC.ICMU ANCHOR Date
SHEET 1 SHEET 1 TYP.,SEE ANCHOR noAa
2-1/16"' NOTES&TABLE A.
rt ton a&Product hot
CONC./CMU ANCHOR CONI:./CMU ANCHOR 2-1/16"' SHEET 1 CONCRETE pY
TYP.,SEE ANCHOR TYP.,SFE ANCHOR OR CMU
NOTES&TABLE A, NOTES&TABLE A, EXTERIOR PER TABLE
EXTERIOR SHEET 1 CONCRETE SHEET 1 CONCRETE A,SHEET 1 ; 011 LYNN A9/7(
OR CMU EXTERIOR C.
I PER TABLE f L OR CMU <•:'�ycFNs� •.•
'0'114'MAX.SHIM A,SHEET 1 v 1/4"MAX.SHIM -�I{�— PER TABLE '-
A,SHEET 1 1/4"MAX.SHIM ro.116705
2-TRACK FRAME JAMB 6E 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB y.
CONCRETE/CMU INSTALLATION He)CONCRETE/CMU INSTALLATION c CONCRETE/CMU INSTALLATION O 'G--
RmWBr Wla' ROYY.bu.' N,a�n -i t OF
SC 10/02015 A DCHANOES7HISSHEET' fOlOTECHN0100YDRNE ANCHORAGE DETAILS % F 1,..••'�` ;
Ra uf. R•M,b c H VENICE,FL 34276 eac � ,c,•..(.ur,iv, \r�•.`
e a� p,E R„�, SERIES 770 ALUM,SGD-LM IMPACT J';'/Ctf\I/\L
js4f}46afsoa
�rwwvme sa.' aro.e tawceea A.CvnN M18L'Ee�P.E.
rxmney Dw ria 'aro. CERT.OFAUTN,020206 N SGD-770 NTS 13 W 22 PGTO130 A P.E.a58705
JR 10/10/14 -
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT y DISTANCE SHEET ARE 2.FIGURES OFOR HIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE
C� Co WOOD ANCHOR TYP., INFILTRATION '. ANCHOR TYP.,SEE
PURPOSES ONLY.SEE
— SEE ANCHOR NOTES 2e ANCHOR NOTES& TABLE A,SHEET 1 FOR
EMBEDMENT: _� ` `— &TABLE A,SHEET 1 TABLE A,SHEET 1 ALL APPROVED
SEE TABLE A, __ (ALSO SEE TYP. SUBSTRATES.
SHEET 1 __ 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE
EXTERIOR 3.SEE TABES 13,
L __I� I_– DOGE DISTANCE:SEE TABLE A,SHEET 1 EMBEDMENT: 20 SHEETS 6-8 FOR
SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK
26 EXTERIOR SHEET 1 ADAPTER CONC/CMU AND P-HOOK PHOOK WOOD ANCHOR TYP., J L ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES+ V P-HOOK :: '.:•.'.i' ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
CMU PER TABLE ON SHEET 9.
A,SHEET 1
(ALSO SEE TYP. 2.693"MIN. TABLE A,SHEET 1 (ALSO SEE TYP.
ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9)
(a P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH FLAT SILL RISERS
�w PARTS#18.#20,#22 OR#24, \,Lcj 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 EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEEA,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
SUBSTRATE 2s &TABLE A,SHEET 1 EMBEDMENT: " (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9)
ILLUSTRATION, 28
EMBEDMENT: SHEET 9) SHEET 1
SEE TABLE A,
DISTANCE:SEE a
SHEET 1 TABLE A,SHEET 1 "' 1-1/4"MIN.EDGE DISTANCE
30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES n +PPmyedaswm I with Or
&TABLE A,SHEET 1 V ANCHOR TYP.,SEE � P Y°g
ANCHOR NOTES&TABLE ooh a e+d g '
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. momi owe Product
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9) �y
®P-HOOK FOR USE WITH BOX SILL RISERS P-HKc PAROOK FOR TS# 9,#2 SE WITH#23 OR#26X SILL RISERS 'oe:l I YfJ/y�.��•i
Kw PARTS#19 #21,#23 OR#25,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR
��CFhISE'•�F�
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT •' t
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY lo.50705
Rand By OeEi RaWMu: o'..afaun .
SC 10!&2015 A OCHANGES THIS SHEET ()_•, ;T.7 */-
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N.VENICE,FL 34275 rer •�4i... c)
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pass cawmd oam CERT.OFAUTH.#29205 LkG soo-llo NTS 14 a 22 PGTO130 A PEA 58705
JR 10110114
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER
INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 80 LOCKSTILE 90 RECEIVER 90 RECEIVER W RECEIVER 35 RECEIVER
STILE W/HANDLE BOX OUT BOX IN 90 RECEIVER
TYPES OUT IN WIHANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE WI HANDLE 8 #1/1,8 W/HANDLE
WIHANDLE
#61 1/8'T" #61-,))'-- #61
SINGLE �- F PP K TR TQ TC TA TV TW
INTERLOCK
OUT (BOKW7)
SINGLE
NT �_ B E P A C C IC SQ SC SA SV SW
114
our
IN moxMax"
FIXEDRR R S S FD FC FV FW
STILE
(BOX OVn WIN)
LOCKSTILE p M _I
W/HANDLE V
mOXOun mOXIN)
LL) ASTRAGALL p PANEL NOTES:
}a
WHOUT
(BOxWO, 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
{— ASTRAGAL / SIZES&DESIGN PRESSURE.
ll.I BOX IN /V LEFT 4INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J WI HANDLE MOM) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
- ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE.
07 BOX OUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
moxoun (BOXOun (#61),CORNER RECEIVER(9118)AND EITHER
LL ASTRAGAL / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER
LU BOX IN - T lJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
—1 Clmoxrro moxa# 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCKSTILE RT /
9D LOCKST R (961)AND CORNER ADDON(#31).
J WIHANDLE#120 .232-
Z
232"
Z SILL RISERS OPTIONS 232" '
EXT CORNER— QT QS
z 90 LOCKSTILE .232• —_� EXTERIOR
Q WIHANDLE#118 Ir— 232" EXTERIOR .082"
a EXT CORNER#6 C I CS EXTERIOR I EXTERIOR ,062" 1�3 4.055"
90 RECEIVER ,062" 3.305"
WI HANDLE #118 T C a 2.555'
INT CORNER#61 A/ AS DF '.56T. _
90 RECEIVER '062" _)� � 7rt
W/HANDLE 118 -
EXT CORNFJ2 #11B /'� SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT
BO RECEIVER. CF FLUSH,1-1/2" 20 LOW,2-1/2" 22 MEDIUM,3-1/4" 2q HIGH,4"
1 .750" •Ppmved as mmPMa6lNth the
EXT CORNER �1 T C --�{ 750" Florida Ha lag
135 RECEIVER V/ VV VF I EXTERIOR Dak1
WIHANDLE #61 EXTERIOR EXTERIOR 750" EXTERIOR .062" �Ap
INT RECEIVE 1 .906" 062" 4.055" 'al �e Produc fret
35 RECEIVER WT WS WF a I a .062"
WI HANDLE #61 `y 2.555" 3.305° Hy
.062" )/
L� 1.567" I�p
0CE II
O SILL RISER,BOXI' O SILL RISER,BOX O SILL RISER,BOX SILL RISER,BOX t ..
19° FLUSH,1-1/2" 21 LOW,2-1/2" 23 MEDIUM,3-1/4" 25 HIGH " = NO.56705
,A �
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 :''•, I f R!
W. o.w R.W b. D..t r Gt'• E o1 ((7
SC 10/8r2015 A NO CHANGES THIS SHEET f070TECHNO100YORNE PANEL TYPES �t'•...F(�F.I;ta•.••':�''`
om: R..+w"c N.VENICE,FL 34275 rr �'ir tti iii'•••....••, 1(''
7.r o.w Rmw SERIES 770 ALUM.SGQ-LM IMPACT
(941}48061600
s«rsfxv Bdx
TwA. �
P.E.
O.w yerd D - CER.OFAUTH. 28286 NS 17d 22 ntpG130 P.E.#58705
JR 10110114 }
ASSEMBLY DETAILS
108 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6D OR 61 105
LOCK PART 17
FULL LENGTH to 758107-tto
I
to6 OF JAMB 5 G3 OR 6116OR 61 2-TRACK JA B
2-TRACKJAMB (SHOW 5 SEE DETAIL G1
CLIP#105 WIT FOR FIXED
105 6"LONG _ OPE LE PANEL CLIP LOCKPART
W/RETAINER#106 P L) 80 MI
(SHOWN WITH
FIXED PANEL TO LOCK PART SEE DETAIL G2
JL 5 THE INTERIOR) �L EXTERIOR 103 75 8 107-110 103 FOR FIXED 60 OR 61
v PANEL CLIP10, 5 103
EXTERIOR
14 5
® 0 ® 16 17
4FULLGTH G2 G4R10X314° 40 OR61 EXTERIOR
SMS,X 32-TRACK JAMB 51 52 2-TRACKJAMB I(EXTERIOR �+ yEXTERIOR �I,EXTERIOR IDCLIP#80OR#105 W/SCREEN v 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACKJAMB
Q 80 1 (SHOWN WITH Ht (SHOWN WITH H2 (SHOWN WITH (SHOWN WITH 12 (SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
J-LEXTERIOR EXTERIOR
2
112 1 3 4
45 6 113 5 113 5
52 51 fig EXTERIOR 69 EXTERIOR 69
EXTERIOR 53
a
4-TRACK MAX.UNIT
OP "1-9 4 V
OWN I
TH a�2-TFSCREEN A FRAME HEAD
CREEN a FRAME HEAD eFRAME HEAD HEIGHT PR
TRACK TABLES 1-3
53 1pn8
69 69
EXTERIOR EXTERIOR
62 51 72 OR 73 a 72 OR 73Ff ria
4d a mm 1 1
P Y aEx111 fK
uidlAg C
46 11 1U Dnte_�/t?Z
11 9 11 NOAH
48 47 c
Wand Dade Prodncf ConG61
EXTERIOR 112 5 113 113 Ry
a 5 5 1.YIVN 411, 77/
Q%2-TRACK W/SCREEN 3-TRACK 4-TRACK
FRAME SILL FRAME SILL F FRAME SILLi,
Nn.1,8705
`ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE.
amdsT ww TAl'Of .`7i1`.
SC 106W16 A OCHANGESTHISSHEET fOlOTECNNOLO0Y0RNE VERTICAL SECTION DETAILS
J'is '•.FCORSOP.•'
ey oom: newar: N.VENICE,FL 34276
spa,. a�
SERI 770 770 ALUM.SGD-LM IMPACT
(811}460.1600 ��r, IL��R.P.
sawunt s+.c a.wnna ar. A.LYNN A� E.
JR 10110/14
o.ra cnowm �'• CER70FAUiH.LY18283 ® SGD-770 I—
NTS 18 w 22 PGT0990 A P.E.k 58705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 118
*1 ,
28 7
30 113
11
63
27 103 62 111 83 60 OR 61
60 OR 61
29 14
120
5 85E%TERIOR 111 90" EXTERIOR
82 EXTERIOR INTERIOR EXTERIORI"'�
E P-HOOK FOR FLAT SILLS E P-HOOK FOR BOX SILLS INTERIOR v
(EXT.OR INT.MOUNT) eK EXT.MOUNT ONLY 90°
60 OR 61
LOCK PART LOCK PART LOCK PART
T5 s 107-110 75 a 107-110 61 75 s 107-11 5 re INTERLOCK
14
IIIA`--VIII113
60 lJ 60 FEXTERIOR
61 118 S
EXTERIOR 113 13
113 103 119,0,EXTERIOR 7
67 68
6E:h STANDARD ASTRAGAL S
L1 WITH STANDARD STILE #60 L2 WITH HEAVY-DUTY STILES#61 111 2 TRACK SHOWN CORNER 112 2-TRACK SHOWN go-INSIDE ER 'ITEM# (HEAVY-DUTY
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 6-8 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR
31 LOCK PART
75 8107-110
4 INTERIOR
5 5 4 INTERIOR
135°
4ppmccd as complying w4Y thr
Mri7 11 0.1CdaOt g
135° Ntdal
14 5 61 32 103 Miami Bnde FroduqjGqptm1
61 EXTERIOR 81, ISy-
32
LOCK PARTS 31 103 61 ,R EXTERIOR 17 7 , ®135°INSIDE CORNER \�`�```......�./e '`
14 LN
75 a 107-110 ��//
02 2-TRACK SHOWNjkjj� •:
135°OUTSIDE CORNER 1.10.!i8.705
01 2-TRACK SHOWN - /r �Rflr�
i�.K /CSC 10/112016 A 0 CHANGES THIS SHEET STAT C '
1070TEN. CHNOLC275 RNE HORIZONTAL SECTION DETAILS,CORNERS ;�;`c.• .I Omo-.•..•\G
Re,-w cob RMemn U SERIES 770 ALUM.SGD-LM IMPACT ;`SI(>p,);"\\,`:.
7eapaaarsdd _
sde w<.e oM+sRs A.LYNN MILLE72;P.E.
Herm er. veb: a,oaed mro: a A P.E.#58705
JR 10110114 CERT.OFAU7H.p2929B ® SGD-770 NTS 19 22 PGT0130
Item DWG# PGT# Description Item DWG p PGT# Description 1 ALL ALUMINUM=6063-76
7 173W 617308 2-TRACK HEAD OUANEXRRUSEAL DURASEAL SPACER(COMPOSITE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 56 SEALANODESSICANT)or CARDINAL XL EDGE SPACER 2)ITEMS 11133-39.'57-59,66,78,84-99,
3 17309 017309 3-TRACK HEAD 60 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 61 17328 617328 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 017314 FRAME SCREW COVER 62 17327 617327 INTERLOCKADAPTOR
6 17317 .617317 FRAME HEAD/JAMB ADD-ON 63 1225 OTP246 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USE OF#12 OR#13 REQUIRES
7 17304 877304 &TRACK-SILL 64 1729 71729 SILL END WEATHERSTRIP PAD MIN.#10 SMS OR 3/16"MASONRY
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER ANCHORS @ 24"MAX.O.C.
9 17307 817307 3-TRACK SILL 61 17329 817329 ASTRAGAL
10 17310 617310 4-TRACK SILL 88 17339 617339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL
12 17315 817315FRAME SILL SCREEN ADD-ON(SEE N07E 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
1317318 817316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1895 71695 1-1/2"Xt"X314'HIGH FIN SEAL DUST PLUGS "
14 17305 817305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL ROLLER ASSY.
15 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
15 77306 617308 3-1RACK JAMB 74 SILICONE DOW-699,DOW-995 OR GE-7700
17 17311 617311 4TRAGK JAMB 75 8185 78165X GEMINI MORTICE 3-PLY DUAL LOCK WA.ONG TRIM PLATE
18 17322 877322 SILL RISER-FLAT,FLUSH,1-1/2' 76 71032XIFPFX ill X1'FL.SS SCREW W/TYPE'F'TIP
19 17319 817319 SILL RISER-BOX FLUSH,1412" 77 7103239 ID-32 STEEL ZINC U-NUT
20 17321 817321 SILL RISER-FLAT,LOW,2-1/2" 79 17357 017357 V IG BEAD
21 17318 017318 ISILL RISER-BOX,LOW,2-1/2" BD 17359 617359 7/16"BEAD/FIXED PANEL CLP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 81 17380 617360 9/76"BEAD
23 17354 017354 SILL RISER-BOX MEDIUM,3-1/4' 82 1224 BTP247K VINYL BULB WEATHERSTRIP
24 17323 617323 SILL RISER-FLAT,HIGH,4' 83 81745 1745 LOWE NO,11T X 1/78'SGL.SIDE ADH.TAPE,POLYETH.
25 17320 617320 SILL RISER-BOX,HIGH,4' 100 8052 48052 ROLLER ADJ.HOLE PLUG
28 1 17333 817333 POCKET P-HOOK 101 72087 JAMB BUMPER
27 1 7070 07070 NEOPRENE BULB WSTP FOR P4100K 102 1696 71696 DUST PLUG
28 17334 617334 POCKETP-HOOK MOUNT 103 8188 7818OX 1'KEEPER
29 17335 617335 P-HOOKCOVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17348 617348 IPOCKET P-HOOK FOR BOXRISER 105 17344 617344 Fl PANEL CLIP-8'LONG
31 17378 617378 11135 CORNER 106 17352 617352 FD4=D PANEL RETAINER-9416"
32 17378 1 017378 1135 FDEO MOUNT 107 1739 71739 HANDLE KR-INTERIOR RAISED WITH THUMB TURN
REMS 46-53 ARE SCREEN PARTS: _108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
40 4319 812258 SCREEN SIDE RAIL-LOCKSTILE 7D9 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
41 7L5CKWG6K SCREEN LOCKSET 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PULL
42 41818 SCREEN KEEPER SPACER SET 117 710X34PPSDAX 010 X314'PH.PN.TEK-S.S.
43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67578 WSTP,.270 X.170-FIN SEAL
44 4428 84428 SCREEN DOUBLE INTERLOCK 113 1712 64066 .187"X.230°FNSEAL -
45 4317 612256 SCREEN TOP RAIL 114 71OX115PPX 410 X 1-1/7
48 4318 812257 SCREEN BOTTOM RAIL 775 710XPPT 410 X 1
47 668 7SRAZ STANDARDROLLER 116 720XIX 414-20X1"S.S. MProved oe tar lyhig rrlth IEl
48 668 7SRAX STANDARD ROLLER-ST.STL. 717 720X11 ZX N14-20XIAITS.S. Mol Bull C
Dnk
49 4344 84344 SCREEN ASTRAGAL 710 17336 617338 90 DEGREE CORNER RECENER HORN
50 17349 617349 0X0 SCREEN ASTRAGAL ADOPTER 179 77337 817337 90 DEGREE OUTSDE CORNER ASIRAOAL 611 ud Dl PrWue C...1
51 1692 61692 SCREEN SPLINE--165' 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL
52 1894 61694 SCREEN SPLINE-.150' 123 17352 1 617352 IFDCED PANEL RETAINER,7/8'
53 61816020 SCREEN CLOTH �NX11//
54 1725 112"X4'XVIVSET.BLOCK,NEOPRENE B5 /-5 •'�r,.•'�1t;??iI.SF"'•�F'P
55 1726 1'X4'X7116"SET.BLOCK,NEOPRENE 85-1-5 \'.•' .;r��
NOTES: Na.58705
1)ALL ALUMINUM=6063-TG
2)ITEMS#33,39,57-59,66,78,84-99,121'8122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. D11 II 1 Y
to OCr� LIl
SCRill18/dR015 A DEDXL EDGE SPACER TO PART#56 ��., 7CORiDF;
n.ee, a wo7ECHNOLooIl PARTS LIST
N.VENICE,FL 34275 ,.� S'••.....:• -�,;;
JJ 0/8115 `�"AA' 1841)480-16M SERIES 770 ALUM.SGD-LM IMPACT 'i�nI Ili
w.nn ur wm: 0m: eM.+td a ue�.• w.r u—w- a.. A.LYNN MILLER,P.E.
JR IWIOI14 CERT.OPAUTH.020206 O SOD-770 NT$ 20 d 22 PGT0130 A P.E.N 58705
0
5.069" 8.582" - 1.36" r 136"
0.080" ~I
1.872"
1.211" Lj L_ 7
1.505" �-lj
_l
J-1 0.081" 0.062° 1.019"
0.081" 0.081°
02-TRACK HEAD to 4-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) AO STILE
6.198" (6063-T6 AL)
6.198" 6.52 5.069"
0.
-� 0.080" � 1.045"
1.993° 0.062"
0.081"
2O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) t4 2-TRACK JAMB ISTOP RAIL
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRACK JAMB W/
6.221" 15 SCREEN TRACK
-T 0.080" (6063-T6 AL), 7 1.36"
1.211. 1.505 0.675°
-y 1.36"
1.993"
0:062"
0.061"
0.081" O3 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK L
(6063-T6 AL) (6063-T6 AL) SCREEN
40 BOTTOM RAIL
(6063-T6 AL)
9.142" 4.49" 0.081"
0.080"
1.211" 1.505" 7.105"
0.081" 9.141" -
4 4-TRACK HEAD ( O7 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
I~ 0.060" +lpproceda"mpyiq Ith I.
1.514" 0.062" �' u'f♦1eRnidineCd,
0.760" NOAd
1.260" 0.532" 5flaml Dede Product Cbnho
y 0.060" 1.516" 1.990" Or
FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN - ��� l•I:iJAI ;,'',y
OADD-ON ADD-ON ENDADD-ON 16 3-TRACK JAMB oc
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS No.58705
OR 3116"MASONRY OR 3/16"MASONRY t T (606T6 gLCK jMe
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. u. . I^ 115 tY
' STiU L-OI 'V.
RmN 9y. PolaRnbbiu: mahhc •�17,,•
SC 10/62016 A O CHANGES THIS SHEET .••.t;'.•F/nl�tyf:,.'6 •;-
a R f070TECHNOLOOYDRNE EXTRUSIONS `,-
N.VENICE,FL 34276 */s '��•til,l'
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(s41}4eafsos u,a t
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JR 10/10/!4 CERT.OFAUTH.#29296 SGD•770 NTS 21 d 22 PGT0130 A P.E.#58705
0.718" 0.83"f
2.344" 0.752" 3.80T
0.752"
3.802" 0.885"
*7 0.796, 1.163"L
0
I L
0.574" T L 0.06z,
0,0 2' 0.080" - _j - 0.062' J 3-
0.264" 0.075" - 0.233
DFRAME SSILL P-HOOK 20. P4-HOOK MOUNTING P-H OK SCREW 011 P-HOOK FOR BOX RISER
SCREW COVER TRACK (6063-T6 AL) ADAPTOR SCOVER OM (6063-T6 AL)
(6063-T6 AL) (6063-T6 AL) (6053-T6 AL) (6063-T6 AL)
4'
.156* 230" 1 WA1818"
:r F:�- - 1.739"
0.080" L
0.133" 1,303'
LI 03,
0.83 0 06Z' 1.600 0.133" 1.600 0.062- 1.303" -
187
.016, .0801, 1.870" 1.8881, 0.326"
L:-;- [�-- 3.125r
1.974' . 3.125"
2.44"
31 135°CORNER n32 135°FIXED MOUNT STANDARD STILE HEAVY DUTY STILE &�JNTERLOCK INTERLOCK
ADAPTER SCREW COVER
62 T
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 5-APTER
(6063-T6 AL) (6063-T6 AL)
3.979" 3.979"
0.075" 1.0501, 5
TLL---- F
1.645" �.�04FI
ff, .485"
f
F0.075- 61 1050 0 011
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