HomeMy WebLinkAboutProduct Approval MIAMI•DADE naamY DADE COUNTY,FLORMA
a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.uoyleconomy
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—
ProductControl Section to be used in Miami:Dade,County and.other areas where allowed by the Authority
llmjngifurisdiction(AHJ).
This NOA shall"not be valid after the:expiration date stated below. The Miami Dade County Product
Control Section(In Miami—Dade County)arid/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 matezial 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"770-19P"Aluminum'Sliding Glass Doors w/Reinforcements—L.M.I.
APPROVAL DOCUMENT: Drawing N'o.:PGT0004,titled `.`Series 770 H.P. Aluminum SGD—L.M.I.",
sheets 01 througli 10 of 10,'dated 08/05/07,' prepared by manufacturer,revision"G"•dated 04/03/17, signed
and sealed'by Anthony•Lynn Miller, P. E., bearing the Miami Dade, County Product Control Section
Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County
Product Control Section:
MISSILE IMPACT RATING:Large and Small,Missile.Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement:-"Miami--Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall•be considered after axenewal 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 material's, 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 l0 .A6
displayed,then it shall be done in its entirety. 4
INSPECTION: A copy of this entire NOA shall be provided to the user by an
wer,,or s
distributors and shall be available for inspection at the job site at the request of iclatl�a� H
This NOA revises NOA No. 16-0629.07 and consists of this page 1 and evid e -,.and E-3
as well as approval'document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
NOA No.17-0420.13
MAMF ouNTY Expiration Date: March 24,2020
�I
Approval Date: October 05,2017
Page 1
r
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD —L.M.I.", sheets 01
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated
04/03/17, signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Reference Test report on 1)Uniform Static'Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
Almig'with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors(w/PS, Super, Cardinal&Duraseal Spacers);prepared by Fenestration Testing
Laboratory,Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16,,all signed&•sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0629.07)
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94 , .
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 .
along with marked—up drawings•and installation diagram of Aluminum Sliding Glass
Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTIr7825,dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E.
(Submitted under previous NOA No. 15-0106.08)
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
along with marked—up drawings and installation diagram of Aluminum Sliding Glass
Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL--7468, dated 09/13/2013, signed and sealed by
Martin D.Brinson,P. E.
(Submitted under previous NOA No. 13-1009.07)
Jorge M.Plasencia,P.E.
roduct Control Unit Supervisor
NOA No. 17-0420.13
Expiration Date: March 24,2020
Approval Date: October 05,2017
E-1
PGT Industries,Inc.
'.NOTICE'-OF ACCEPTANCE-. EVIDENCE.SUBMITTED
B. . TESTS (CONTINUED)`
p
4. Test reports on: i)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 20244
4) Large,MisSileImpact Test'per'FBC, TAS 201-94
5) Cyclic Wind Pressure Loading"per FBC.,TAS 203-94
Entry Forcedryer FBC,'2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram ofAluminum Sliding Glass
Doors, prepared by .Fenestration'Testing Laboratory, Inc., Test Report No. FTL-
5998R,dated 12/29/09,'revised, signed'and sealed by"Julio Gonzales,P.E.
(Submitted underprevious NOA"No. 09--081&12)
5. 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 N issilelnipact Testper FBC, TAS201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6).Forced Entry:Test;per FBC 2411:3.2.1,arid•TAS 202-94
along with marked'up drawings and installation diagram,-of.Aluminum Sliding Glass
" Doors;-prepared by Fenestration~Testing Laboratory, Inc.; Test Reports No.'s FTL-
5998, FTL--6005_ 'and. FTL--6012, dated 08/07/09, all signed'and sealed by Julio
Gonzales,P.E.
(Submitted under previous VOA No. 09-0826`I2)
6. Additional reference supporting Test Reports No. ATI72138.01-401-18 and
FTL-5254.
C.' CALCULATIONS
1. Anchor verification calculations' and structural 'analysis, -complying with FBC 51b
Edition (20t# and•FBC 6a' Edition (2017),'prepared by, manufacturer, dated
•04/18/17 and revised 0 8/14/17,-signed and sealed by"Anthony Lynn Miller,P.E.
1 '` ' Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Jorge M.Plasencia,P.E.
P oduct Control Unit Supervisor
NOA No.17-0420.13
Expiration Date: Marcia 24,2020
Approval Date: October 05,2017
E-2
PGT Industries,Inc.
- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to.Kuraray America, Inc. for their
"SentryGlas (Clear and White)Interlayer"dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER
2. Statement letter of conformance to and complying with FBC 5th Edition (2014) and
FBC 61h Edition(2017), issued by manufacturer, dated 08/14/17, signed and sealed by
Anthony Lynn Miller,P.E.
3. Statement letter of no financial interests, issued_ by manufacturer, dated 04/18/17,
signed and sealed by Anthony Lynn Miller,P.E.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
5. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory,Inc.,dated 06/10/14, signed and sealed by Idalmis Ortega,P. E.
(Submitted under previous NOA No. 15-0106.08)
6. Laboratory.addendum letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 01/13/14, signed by Manny Sanchez, CEO.
(Submitted underprevious NOA No. 13 1009.07)
7. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory,4nc.,dated 09/13/13, signed and sealed by Martin D.Brinson, P.E.
(Submitted under previous NOA No. 13 1009.07) .
8. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P.E.
(Submitted underprevious NOA No. 13-1009.079
9. Laboratory compliance letter for Test Reports No.'s FTL--5998, FTL-6005 and
FTL-6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed
and sealed by Julio Gonzales,P. E.
(Submitted under previous NOA No. 09-0826.12)
10. Proposals.No.'s 094177--A, dated 05/05/09, S, dated 05/27/09 and -C, dated
05/27/09, all issued by the Product Control, signed by.Ishaq Chanda, P.E.
(Submitted under previous NOA No. 09-0826.12)
G. OTHERS
1. Notice of Acceptance No. 16-0629.07, issued to PGT Industries, Inc: for their Series
"770—HP Aluminum Sliding Glass Doors w / Reinforcements — L.M.I.", approved on
08/04/16 and expiring on 03/24/20.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.17-0420.13
Expiration Date: March 24,2020
Approval Date: October 05,2017
E-3
J'
GENERAL NOTES: SERIES 770 H.P. LMI SLIDING-GLASS DOOR WITH REINFORCEMENT DESIGNPRESSURERATING IM PACT RATING
SEE TABLES 1&1A ON RATED FOR LARGE 8 SMALL
1)GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET 4 MISSILE IMPACT RESISTANCE
GLASS STRENGTHS:T=TEMPERED HS=HEAT STRENGTHED
INTERLAYER TYPES:SG .090"SENTRYGLAS CODES/STANDARDS USED:
G4-7/16"LAMINATED:(2)LTTES OF 3/16"HS WITH.090"SG INTERLAYER. M2 FLORIDA BUILDING CODE(FBC,5TH EDITION
•2014 FLORIDA BUILDING CODE(FBC�:51'H EDITION
G4A-9N 6"LAMINATED:(2)LITES OF IA'HS GLASS WITH.090",SG INTERLAYER. •ASTM E1300.09
G6-1"LAMINATED INSULATING GLASS:3116'T EXT.CAP+3/8'AIR SPACE+7/16'LAMINATED:(2)LITES OF 3/16" HS GLASS WITH.090'SG INTERLAYER. •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION
G6A-1"LAMINATED INSULATING GLASS: 1/4'T EXT.CAP+51164 AIR SPACE-+7/16'LAMINATED:(2)LITES OF 3/16' HS GLASS WITH.090'SGINTERLAYER. -ALUMINUM DESIGN MANUAL,ADM-2015
2)DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. •AISI S100.12
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. •RISC 360-10
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD.
3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMBED TO STEEL SCREWS, SHEET
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT-FLORIDA BUILDING CODE.FOR ANCHORAGE GENERAL NOTES.............1
DETAILS SEE SHEETS 4-6. ELEVATIONS......................2
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. GLAZING DETAILS............3
5)INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. ANCHORAGE................_...4-6
6)REFERENCES:TEST REPORTS FTL•5998,FTL-6005,FTL-7468,FTL-6012&FTL-7825. DESIGN PRESSURES.......4
ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL ELEVATIONS.....................7
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY.WITH THE REQUIREMENTS OF THE CURRENT FL_ORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY CONFIGURATIONS,..........7
HURRICANE ZONE(HVHZ). VERT.SECTIONS..............8
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. HORIZ.SECTIONS............6
9)CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH MAXIMUM 4 FT,NOMINAL WIDE DOOR PANELS,MAXIMUM 4 PANELS.SEE PARTS LIST.......................9
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2&7. EXTRUSIONS....................10
D.L.O.WIDTH=NOM.PANEL WIDTH-7' TABLE A:
D.LO.HEIG HT=DOOR UNIT HEIGHT-10.125' Min. PRODUCT REVISED
PANEL HEIGHT=DOOR UNIT HEIGHT-1,666' Anchor Fm.a Min.Edge 0.O.C.
Groff 'Ibldm Anchor Typo M•mbar 9uSubstrateDinanae DismAca 6nb or as eompl N with the Florida
Metal Thfelmem BuiNOIA-Na o 17-0420.13
01216-0sMS, South•m Plno(SG=O.SS) 8178• 7/e• tie'
Fr-80"I.F.-85 ks1 6003.75 Aluminum ale• 011(" 0.071• Etiplration Data 0312412020
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5 6: IM24i0 as Btns, All A31 Steel sle• wise 0.05ir
Fr�O W.Fo-110 kal Or.33 Steal Stud 30 9116• 0.045'(18 Gal [3y
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-0ADE A A
D Cowrote(min 2.22 ko0 1-112' 31 1 wr Mlom, e Product Control
COUNTY,USE ONLY MIAMI-0ADE COUNTY APPROVED ANCHORS.SEE i/a•Ek:a AOg.GntoiO b Fitad Block(ASTM Ce0) 2' 3• 2•
TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND Fr-57 kA Fd-80 ksl b Holm Block(ASTM C80) 2• 3' 1-1/4'
SUBSTRATE REQUIREMENTS. SouthemPlru 50-0. 1' 1' 13e
se am On• i6 re' w
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. B �Stc.lr.5) as e0e315 Aluminum are• er18• F0A30 s ss• 0/16' 0.asvGr.33 Steel Stud 37B' 3118•3)WOOD BUCKS DEPICTED AS 1X ARE LESSTHAN 1-12'.THICK:1X WOOD Ali Canorota(ndn 2.85 ka0 1" 4' 1;18
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID Fr-155 kal,F-177 k5l Jemb Hollow Block(ASTM C90) 1• S. t•t/4
CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 1141 Eloo Liftcors Au Canamto(m n z I 4' to a
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO Fr-155 kal,F-177 kal Iamb Fe44 Block(ASTM C80) 2.11V
PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND trnb Hcliaw 8bek TM C90 2•UT e• 1.114'
D Hood/Sal Conanto mku 3.35 hail 1• 4• 1.3r4'
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT 1/4.410 SS Ek:o CnI9FIU6 Jamb REE rNn 3.35 hall 1• 8• 1a14'
OF RECORD. Fr 127.4 kai,Fa•189.7 lost Jamb o0ow Block(ASTM C90 2-1/2' 6' 1.1/4•
A0 Seunhem Phu G-0.55 1• 1' 1.17e'
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL - t1 t 11 1111 r1/
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. _ TABLES IN THIS APPROVAL
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. ;�� �0,-.••.........
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. ilO�BF •• '�
REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX 1/4' 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND _* No•'58705 *'
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO-THE SUBSTRATE, BEYOND METAL SUBSTRATE.
AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, A
30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND 'Q
WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING 107m, IE,YL GENERAL NOTES AND MAPTft
JURISDICTION.
�OFAU"L&Wli SERIES 770 H.P.ALUMINUM SOD-LM! J/'177Ni4i iltt`�
JR W/D1H7 G REV.TABLES TDFBC2017 RE TABLES 1 d JAMB oa aaanaanea„r sme - �'o'•' !� A.LYIv'•1 MILLER,P.E.
08.705/07 Rn R I
® s00 .. NTS 1 - 10 POT0004 G REJ158705
MAX. UNIT MAX. UNIT
WIDTH-967, WIDTH 145 5/16"
MAX. MAX.
DOOR s e / / DOOR
UNIT UNIT
HEIGHT HEIGHT
108" 108"
L� -
xo, ox, xx e Oxx, xx0, oxo
PRODUCT REVISED
os complyln wtth the Floddn
' Building Code
NOA-No. 17-0420.13
MAX. UNIT Expiration Date03/24n020
WIDTH 191 1/2" ND'iamr Da ro uet Control
MAX.-
DOORUNIT
HEIGHT e a
108"
OxxO C G H �`�`� 0'••CEN �� '�i
*: No.68705 '—
APPROVED CONFIGURATIONS = *-
10707ECHN0L0GYDRNE �� FCORIDp
m VEwcE,rr16Q27s ELEVATIONS ,�SS�.••......••NG\�
�i,ANAL E
CERarT.OmFecArVn7oHa.m02 9M ® rSi.E.RacIES 770au H.P.ALUMINUMe SaGuD-LMI
JR '04N3f7 G NOCNNGES THIS 3HEET• io. A.LY1N,N MILLER
ILLER�P�.`E.SM 0amoo m.1
1 �ven� 'saDnoH.P NTS 1 2 d 10 PGT0004 G PZ#5e705
1'
3/16"HS GLASS
3/16'HS GLASS .090°SO SILICONE
.090'SG 3/16"HS GLASS STRUCTURAL
3j.R
S GLASS 74 3/3°AIR SPACE 74 STRUCTURAL
1/4•NOM.
3I16"T GLASS WITH DESICCANT
16"NOM. .-_ VNOM' Exr,cLAss 81KODISPACE
83 3/4"NOM. 4SG TPS
3/4"NOM. '
GLASS GLASS
BITE 79 BITETNT.GLASS
FXrE EXTERIOR .,
54 HOT-MELT BUM
STRUCTURAL
7/16"LAMINATED GLASS TYPES G4 1°LAMINATED INSULATING 55 SILICONE 3r16"NOM_
GLASS TYPES G6' FOAM
WITH
DESICCANT
Ezr.GLAS.S SUPER SPACER®NXTTu
3/16"HS GLASS
114"HS GLASS .090"SG TNT.GLASS
.090"SG 3116"HS GLASS
5H6"AIR SPACE 74 PRODUCT REVISED
1/4"HS GLASS 74 B ldingcomplyingCod with the Florida
1/4"T GLASS ALUMINUM �Building Code
9/16"NOM. 1"NOM, REINFORCEMENT NOA-No. 17-0420.13
Expiration Date 03/24/2020
82 3/4°NOM. 83 3/4'NOM. BUTn.& 5/18'NOht By -
GLASS GLASS DESICCANT MI Produetcontroi
81 BITE 79 BITE FOAM DURASEAL®
6.59 EXT.GLASS O
Emmofi ' - SPACER '
EXTERIOR -
54
9/16"LAMINATED GLASS TYPES G4A 1"LAMINATED.INSULATING M S5 ;' iNT.,Guss
GLASS TYPES 136A
POLYISO- DESICCANT FILL AREA
'• BUTYLENE. 5116•NOM.'-
SEAL
• - -_. - - --" - - SILICONE SEAL
- ROLL-FORMED
STAINLESS S
Parts Descdptton Material - OXLEDGET" \`�TTrinflfili7i
56 Komeding 4SG TPS Spacer System EXT•GLAD SPACER
m
57 Quanex Super Spacer nXT alith Hat Melt Butyl S ee � "r ��\\Qa'�� SCE
" 56 Quanex Duraseal Spacer No.58705
Materials - TNT.GU1S5 ' '`•
59 Cardinal XL Edge Spacer -
_ REFERENCE TEST REPORTS:FTL-8717;098888970
GLAZING NOTES:
��t• 'ST TE F- (V
'HS'-HEAT STRENGTHENED
lom 7L-Cff OLOGYDRNE '•.!2ORtDa..•'
T=TEMPERED H.VEMCSh1S4t76 GLAZING DETAILS �'�'S
'SG'=.090"SENTRYGLA EYKURARAYAMERICA,INC. (ea)tao-fwo ,.r '�'��,�0NALtS \
ter.OF,t,,,i,=Mr. SERIES 770 H.P.ALUMINUM SGD-LMI
JR 04/ZW 7 G ArO CHANGES THIS SHEET: ' rovrnxmuroaroPjn(rce.rnre rd" D.—. fbiv � A LYNN MILLER,P.E -
011" �TOi�� 500770HP. NTS 3 u 10 POTOOD4 G P.E.068705
ORlDS�09 Rfn �uawTmramem
TABLE 1: TABLE IA:
Design Pressure(DP)and Anchor Quantities Required Sill Height to Max(+}DP
(For all approved Configurations,Sheet 2 and Glass Types,Sheet 3) (Water Infiltration Rating)
Door Unit Height (+)Design
80 84" 90" 98" 102, -- 108• Sill Riser Heigh Pressure, 1
Reinforced Interlocks �
Heavy-duty Astragal 69-71W DLO 73-7/V DLO 79-7/8"DLO 87-71W DLO 91-7/8"DLO 97-718"DLO Flush-1-112' see note 3
Heavy-duty Stiles Anchor Group. Anchor Group Anchor Group Anchor Group 'Anchor Group Anchor Group Lova-2 1112" +46.67
A B C D A B IC D A B C I D A I B C I D A I B C I D A B C D Medium-3-IW +60.0
Design Pressure +904.130 +90%130 +901130 +901-130 +901-130 +9cv 130 High-4" +90.0
24' 0LO Head/S111 - C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 SEE NOTES 1.3
Jamb 10 8 8 6 10 1 0 -8_ 1 8 10 10 1 10 1 10 12 1 10 1 10 1 10 12 10 1 10 1 10 14 10 1 10 I 10
Design Pressure +901-130 +90-130 +901-130 +9W--130 +901-130 +901-130c
30' p Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 05+2 C5+2 C5+2 C5+2 C5+2 C8+2 C6+2 1 C8+2 C6+2 C6+2 06+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2
V Jamb 12 10 8 8 12 10 8 8 12 10 10 10 14 12 10 10 14 12 10 10 16 12 10 10 OH LENGTH �-
Design Pressure +901-130 +90%130 +901.130 +901-130 +901-130 +9(V-130 OH LENGTH_
m 36' Q Head/Sill C6+2 C5+2 CS+2 C5+2 CB+2 Ce+2 C5+2 C5+2 C6+2 C8+2 C6+2 C6+2 C7+2 C7+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 OH OH HEIGHT -OH RATIO
a- Jamb 12 1 10 1 8 1 8 14 1 12 1 8 1 8 14 1 12 1 10 1 10 16 1 14 1 10 1 10 18 1 14 1 10 1 10 18 1 14 12 10 HEIGHT
c Design Pressure +901-130 +9cv 130 +9(V--130 +901-130 +90%130 +901-121.4 0 EQUAL TO 1
z 4Y DLO Head/Sill C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6t2 C7+2 C7+2 C8+2 C6+2 C7+2 C7+2 C7+2 C7+2 C8+2 C8+2 C7+2 C7+2 C8+2 C8+2 C7+2 C7+2 O OR GREATER
1�O
Jamb 14 12 8 8 18 12 10 8 16 14 10 10 18 14 12 10 20 16 12 10 20 1s 12 10 SEE NOTE 3
Design Pressure - +901-130 +901-130 +90�130 +901--130 +90%118.5 +90-110
41-48' DLO Head/Sill C6+3 CS+3 CB+3 G6+3 C7+3 C7+3 C6+3 C6+3 C7+3 C7+3 C7+3 C7+3 CB+3 C8+3 C8+3 C8+3 C8+3 C8+3 C7+3 C7+3 C8+3 C8+3 + C7+2 -
Jemb 18 12 10 8 16 14 10 8 18 14 12 10 20 18 12 10 20 18 12 10 20 16 12 10 PRODUCT REVISED
_ os comPIy1ng With the Florlda
NOTE:JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Bdudlns,Codo
O=EXAMPLE ON SHEET 5 Non-No, 17-0420.13
exptrMtlon Dato03/2412020
61
BY
Mlaml-�Product Control
1,POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL �
2.WHEN USING THE 21/2"SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH THE 3 1/4'SILL,
POSITIVE PRESSURES IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET.
113 3,2112%3 1/4'AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
68 THE 1 1/2'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
HEAVY DUTY ASTRAGAL REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE USED
HEAVY DUTY STILES WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT
FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED
FOR WATER INFILTRATION.
4.SEE SHEETS 1,5&6 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
62 171 61 66 INFORMATION.
65 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
se D.L.O,WIDTH=NOM.PANEL WIDTH-7"
1luuinlrrr
D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" 0 •,.....N �
61 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
ALL INTERLOCKS TO BE REINFORCED No.58705
WITH THE 966 HEAVY-DUTY REINFORCEMENT - _
HEAVY-DUTY STILES
.. 1070 TECHNOLDOYDRNE, °u'tms '+�O'�(� ,'•F OREIDP,.:•'=�V���
N var aaa�7s DPANDANCHORAGECHART ��'SS,OI.. . SNG'\��
(esr)�m� �.
JR o/03/l7 G REVISED TAB1E 1. �OFRUM�re SERIES 770 H.P.ALUMINUM SGD-LMI r///i l r 11110,
�.may, ayrap o gown m — — °"i0j^e — A.LYNN MILLER,RE
MrAxAzolVEAM SMC 818109 wtyrrs W.770HJ? NTS 4 +10 PGT0004 G PA#68706
EXAMPLE'OXXANCHORAGE PLAN:
(3)PANEL,'48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR TYPES C IN CONCRETE SUBSTRATE "ANCHORS PER PANEL ARE THOSE
AT THE HEAD AND SILL BETWEEN
+2 C7 +2 C7 - +2 CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB.
X.%X %X
xxx xx xxxx x :x 6"-MAX _
x. (ADD ADDITIONAL 1 •
24"MAX.O.C. (20)ANCHORS TOTAL @
ANCHOR MIDSPAN EACH HEAD&SILL
IF NEEDED) .
x --
12
48'NOM.PANEL WIDTH MAX. .C. NRHORS
PE
x JAMB
108" (SEE
MAX -SHEET
6 FOR
x -.'x X CLUSTER
SPACING)
PRODUCT REVISED
x x� as Comprying with tho Florida
Bullding Cotlo
NOA-no. 17-0420.13
x x 6"MAX
x Expimtion Date 03/24/2020xi
j
Xx 24"MAX•O.C.x%�� C.L.ASTRAGAL Xx Ng13y
8"MAX:TYP. x x am- a Pmduef control`Con
SEE CLUSTER DET.,SHT.6
INTERLOCK 3.5"MAX ASTRAGAL INTERIOR 8"MAX
3-10 MAX CENTERLINE, O.C. CENTERLINE
0 10 a 0
2.04" 0
24"MAX.O.C. LOCATED ELOW EXTERIOR -
8"MAX CENTER OF PANEL
r+ 1455J16"MAX.
ANCHORAGE REQUIREMENTS NOTES:'
1. APPROVED ANCHOR TYPES:SEE TABLE A,SHEET 1.
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
HEAD&SILL.....:.. :.....W MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, LtCEN
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8'FROM.CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24'MAX.ON CENTER. * No.,
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL/INTERLOCKS ON SHEET 6. _
JAMBS......................:. 6"MAX.FROM BOTTOM AND 21"MAX O.C.'' ng0, �
UTILIZING JAMB ANCHOR QUANTITIES FROM rom>� c��xn� ANCHORAGE SPACING&EXAMPLE PLANS '�,�5 'F�OR1DP
TABLE ON SHEET 4. (Wt)4e04e00 aX i�7`SIO
e, e,eX. r�.aa cErs7.OFAurt4 929M SERIES 770 H.P.-ALUMINUM SGD-LMI l iNAL
JR 0M3(17 G .NO CHAMOE3 TH/S SHEET. a"ww.se sow. o.x. . n..wx. mX
a SM 08A7549 R A over mrvc ® u 4 , PGT0004 O A.LYMJJMf 5 705R P.E.
soor�xa NTS 5
NOTES: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR
1.ALL DIMENSIONS SHOWN ARE BASED ON INT INTERLOCK INT. INTERLOCK INT. INTERLOCK
MINIMUM ALLOWED. 7" CENTERLINE CENTERLINE CENTERLINE
2.METAL SUBSTRATES SIMILARTO WOOD 3.5' ' 7" 1.75"
SUBSTRATES AS SHOWN. 3.5" 3.5"
•DIAGONAL,O.C.DIMENSION IS 4.051"IN THE 4.051" 3 8• T175-'
HEAD&SILL,6"IN THE JAMB. '
2 1118"" 2x WOOD BUCK TYP., g42.04. 2.04' 2.04'
EDGE DIST., SEE ANCHOR NOTE 4.051"
-+ SEE TABLE -"— 3,SHEET 1 -
SHEET 1 4.051° 3.5" 7° 4.051" 3.5" + 7"
2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL!INTERLOCK 2-TRACK,ASTRAGAL!INTERLOCK
EXT, EMBED.,SEE 5 ANCHOR CLUSTER-C5 6 ANCHOR CLUSTER-C6 8 ANCHOR CLUSTER-C8
TABLE A,SHEET 1 2.06'
1/4• 7— EMBED.,SEE TABLE A,SHEET IM ASTRAGAL OR
_J INTERLOCK
MAX' CENTERLINE 5.64'
SHIM 1/4"MAX SHIM �1 EDGE DIST., 6"
WOOD ANCHOR TYR,SEE 1x WOOD SEE TABLE A 7" MIN.
ANCHOR NOTE 2,SHEET 1 BUCK TYR, SHEET 1 3'S" DIAG.
DETAIL A,2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR —7— J O.C.
WOOD INSTALLATION NOTE_3,S_HEET 1 T �_1 TYPICAL JAMB ANCHOR PAIR FOR
CONCRETE .'r.•V' 2-1/16"' o " DETAILSFOR O.C•SPACING ESHEET5ION
ANCHOR TYP., CL
r '
EDGE DIST., SEE ANCHOR 4.051"
SEE TABLE A �j� 2.1/18"` NOTE 1,SHEET 1 j 2-TRACK,ASTRAGAL/INTERLOCK
SHEET 1 I :;.:—C PRODUCT REVISED
`' ONCRETE 7 ANCHOR CLUSTER-G7 as complying with the Florida
EMBED.,SEE T DETAIL D,2-TRACK FRAME JAMB EDGE DIE A EMBED., solNOA-Ng code
EXT. J SEETABLEA SEE NOA-No. 77-0420.'13
L �E A,SHEET 1 CONCRETE INSTALLATION 2-1116"
SHEET 1 TABLE A Expiration Date 03/2412020
1/4' r 2x WOOD BUCK TYR,SEE ix WOOD ;•ti: • SHEET 1 By
MAX J ANCHOR NOTE 3,SHEET 1 BUCK TYP., .,
SHIM Mtam a Product Control
JWOO'D ANCHORTYP.,SEE SEEANCHOR EXT.
ANCHOR NOTE 2,SHEET 1 a EXTERIOR INTERIORr r NOTE 3,SHEET 1
T/
DETAIL B,2-TRACK FRAME HEAD (ALL VERT.SECTIONS) 1/4" ONCRETE
MAX.
WOOD INSTALLATION EMBED.,SEE SHIM
WOOD ANCHOR TYR,SEE TABLE A.SHEET 1 EDGE DIST., ONCRETE ANCHOR TYR,
ANCHOR NOTE 2,SHEET 1 1/4"MAX.SHIM SEE TABLE A
SHEET 1 SEE ANCHOR NOTE 1,SHEET 1
DETAIL F,2 TRACK FRAME HEAD
2x WOOD BUCK TYP.,SEE CONCRETE INSTALLATION
1/4"MAX• ANCHOR NOTE 3,SHEET
(SEE ANCHOREMBED.,SEE 1/4"MAX, 2-1/16"'
NOTE 6,,
SHEETrTABLE A,SHEET 1 2-1/16"• (SEE ANCHOR GROUT AS REa
WOOD ANCHOR NOTE 5,SHEET 1) CONCRETE
EXT. TYR,SEEANCHOR EXT. L_NOTE 2,SHEET 1 2x WOOD BUCK TYP.,SEEEMBED.,SEE �� �2-1H6" EDGE DIST., EXT. ANCHOR NOTE 3,SHEET 1 ;;..Y r' '' TABLE A,SHEET 1 ;' F •;(�
SEE TABLE A DETAIL E,2-TRACK FRAME JAMB CONCRETE ANCHOR TYP., } NO.58705
SHEET 1 WOOD BSTALLATION 4 EDGE DIST
DETAIL C.2-TRACK FRAME SILL SEE ANCHOR NOTE 1,SHEET 1 SEE TABLE
WOOD INSTALLATION DETAIL G 2-TRACK FRAME SILL A,SHEET 1 �`
CONCRETElNSTALLATION jZ'
1970 TECRNOLOQYDRNE F
Atmim F=76 ANCHORAGE,EXAMPLE CLUSTERS tS'''�tOR1D.P•.•''���:�
041)48616Q9
Oi RT.OFAM VR?se SERIES 770 H.P.ALUMINUM SGD-LMI sill
JR OG09/17 -G CHANGED. MB OC TO 6". �`-!-' ew..+aa,e E mde m.+orb, a.-
°"""°r c s a am °'r'' K'T GDT/pH. NTS 6 a 10 PGT0004 G A.LYNN#c8LLE5 P.E.
SMC gfl/65/09 = numcxrs•9tsraim
PANEL LETTER JAMB DETAILW OR'L', NOTE:
I! SINGLE SHT.8&ANCHOR 1.MAXIMUM NOMINAL
- x INTERLOCK LOCKSTILE DETAILS'D'&'E,SHT.6 9NTERLOCK DETAIL'J', PANEL WIDTH FOR ALL
SHT.8 PANEL CONFIGURATIONS
q SINGLE LQCKSPIP - - -. _ _ - -EQUALS 48" "
d_G•0 INTERLOCK
ASTRAGAL DETAIL•M',SHT.8
HEADER DETAIL T,SHT.8
EXTERIOR
D SINGLE &ANCHORDETAILS'A','B'
LOcKSTILEINTERLOCK ...&•F,SHT.6
191 1/2"MAX UNIT WIDTH
SINGLE
LOCK3TILE _. ._. .__.. ,.
M tAIn.D?LACK 41"MAX.- NOMINAL
/ ASTRAGAL D.L.O. PANEL
L SINGLE OUT WIDTH
WrERLOCK
SINGLE PANEL PANEL PANEL PANEL
ASTRAGAL INTERLOCK TYPE TYPE TYPE'
LR OUT
aE TYPE D, 1p, ;
NASTRAGAL SINGLE 97 718"MAX
teOxOlt/1 ,tN .. INTERLOCK / % .� MAX.DOOR
C SINGLE ASTRAGAL I . /' D.L.O.UNIT
INTERLOCK IN �' H7.
SEE
_ REINF. NOTE REINF. TYP 7YP.
PINTERLOCK LOC"TILE 3 PRODUCT REVISED
os B.Icomplyying with the Florida
R FIXED SINGLE --- NOA-NgCod.-
LOC!(b71LE INTERLOCK taon-No. - 17-0420.73
Fapiration Date 03124/2020
i 7
Aq� --� FIXED SEE FRAME& OXXO(2 TRACK) SILL DETAI!H',SHT.8&
f our LOGCS7TLE PANEL CORNER ANCHOR DETAILS'C'& Mlami Da roduet con nai•
teoxour/ G',SHT.6 f
CONSTRUCTION
�p FAD DETAILS BELOW SILICONE
ASTRAGAL n._, __ ..
rN LorxcsncE
(amm BY OTHERS
S. FIXED ASTRAGAL 48 X 1"
( a. . -LOCK5TTLE OUT PH SMS
sS FIXED —O ASTRAGAL
LOCKSTILE IN - ,
NOTE:
REINFORCEMENT OTEM#66)REQUIRED AT ALL INTERLOCKS.
#1D'X 1.50"
PH SMS,
4 INTERIOR PANEL CORNER FRAME CORNER -
DETAIL DETAIL
(ALL PANEL TYPES) NOTES:
EXTERIOR, 1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL ENV LYNty
PANEL WIDTH=46 SEE SHT.8 FOR SECTION DETAILS AND SHTS.4-6 FOR �� ��
ANCHORAGE DETAILS. ' 41
D.L.O.WIDTH=NOM.PANEL WIDTH-7" 2.MAX.DLO WIDTH-41";MAX.DLO HEIGHT=97 7/8,MAX PANEL HEIGHT=1061/8". *; No.58706
D.L.O.HEIGHT,=DOOR UNIT HEIGHT-10.125" 3.(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER !!
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" (ITEM 103)AT FRAME JAMB OR ASTRAGAL 1
; TECHNOLOGYORNE ' '``ry
N.VENt� 75 P EL TYPESIEXAMPLEELEVATIONS %O��'•.,FiORm✓ '�•���.,�
ex a m sw
cEnT.OFAUM#29296 SERIES 770 H.P.ALUMINUM SGD-LMI �'sS,�ONAI
JR 04/0817 .G NO aMNOES 7N/S SEEET. m,r,em c a� sre on.evnn �+' A.Lf MNILiL .P.E.
carrwcMroam ,Ry.
SM RJA aor �zgrrsr scsvm°C' SOD7l0 H.P. �S T a10' PGT0804 C. P.E.d58705
-- C
62 Ill 63 61 66 - PART ILLUSTRATIONS -• 14
(SEE SHEET B FOR FOR INSTALLATION DETAILS)
65 5
61 61
FULL LENGTH
66 14 106 OF JAMB 1a
75
113
#8 X 1-1/4' tr10 X 3/a^ 123 FULL LENGTH
SMS,X 2 SMS,X 3 OF JAMB
1a5 6e•@
ALL REINFORCED INTERLOCK 113 MIDSPAN 103 113
DETAIL'J' 63 6 MIDSPAN _ - 61 15
DE7AIL'L' „3
2 STANDARD CLIP OPTIONAL CLIP
112 62 61 W/RETAINER#106 W/RETAINER#123 112 6g
46 DETAIL 1C(FIXED PANEL) 62 40
� ASTRAGAL
48 47 0 53 51 ,•'Q INTERIOR DETA(L'M'
62 61 '
112 (ALL HORIZ.SECTIONS)
53 2 EXTERIOR
DETAIL'N'SCREEN . DETAIL'O'SCREEN a EXTERIOR INTERIOR[�
AT HEAD AT SILL (ALL VERT.SECTIONS) DETAIL'P SCREEN
(2-TRACK SHOWN) (2-TRACK SHOWN) AT JAMB
SILL RISERS OPTIONS (2-TRACK SHOWN)
PRODUCT REVISED
24 as comp)ying with the Florida
(SEE D.P.LIMIT TABLE 1A,SHEET 23 NOA-No.C�o 17-0420.13
SEE SHEET 6 FOR FOR.
Expiration D2teO3/24/2020
INSTALLATION DETAILS) 21 1 - I
By
4.055^ 113 5 Mlaml-D} Pros uct ntro
EXT. EXT. 2.556' EXT. 3.305^ EXT. 71 69 /-
1.567' - _ EXT.
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER MAX 108° 97 7/r
(NOT VALID FOR WATER (2-1/2-) (371/4") (4") DOOR MAX. DETAIL T
INFILTRATION RESISTANCE) 25 HEIGHTUNIT DLO
22 TYP.
20
69
18 - 4.056° EXT. 72 OR 73
EXT.' EXT. 2.655' EXT. 3.305' EXL 71 7
/1111111/
1.56r j -A 11 .�� Y LYN �•
_J �. ZpN.......N4 �•�
113 ZZ
FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5
No.58705
(NOT VALID FOR WATER (2-1121 (3-1/4") (4
INFILTRATION RESISTANCE) DETAIL'S' = O
1010
�vECnHrr"r°R842-76 VERTICAL&HORIZONTAL SECTION DETAILS
CERT.OFAUni#29296 SERIES 770 H.P.ALUMINUM SGO-LMI -' �,&, NJ
JR 09l03/17 O - NO CHANGES THIS SHEET. cocrxroirrozan ® s n xa�c 'M o� fAf°'r^°` raM A,LYNN MILLER,P.E.
°1e"nByi O1� c'ta P"AvL.'m== 0O770 M.P. NT3 S ✓ 10 PGT0004 G p.E.R 66705
SM 08/05/09 ALLR?7 RS6E6PAVO
Item g# PGT# Description__ - Item PGT PGT# _ _ Description.-,
Dwg.#
1 17308 617306 2-TRACK HEAD 66 17339 817339 HEAVY-DUTY ASTRAGAL
2 17303 5173M 2-TRACK HEAD WITH SCREEN RAIL 69- 17324 _ 617324 TOP&BOTTOM RAIL
5 ,17314 617314 _FRAME SCREW COVER, 70- 17350 '417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
6 17317 617317 FRAME HEADI.AMB ADD-ON _ - 71 1695 71695 1+112'X V X314"HIGH FIN SEAL DUST PLUGS •
7 17304 6173D4 2-TRACK SILL 72 8153 78153X TANDEM ST.STL ROLLER ASSY.
8 17301 1 617301 Z-TRACK SILL WITH SCREEN RAIL 73 6153 78153N TANDEM NYLON ROLLER ASSY.
11 17313' 617313 FRAME SILL TRACK INSERT 74 SILICONE DOW-899,DOW-995 OR GE-7700 _ -
14 17305 617305 2-TRACK JAMB 75 alas 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 76 71032XIFPFX #10.32 X 1'FL S.S.SCREW W1 TYPE"F'TIP -
18 I= '617322 SILL RISER - 77 7103239 1032 STEEL ZINC U-NUT"
99 17319 617319 SILL RISER:.HOLLOW 79 17330 617357 1"IG BEAD.
20 17321 617321 SILL RISER-LOW FLAT 80 17359 617359 7116'BEAD FDED PANEL CLIP
21 17318 617318 SILL RISER LOW HOLLOW - 81 17360 617360 '9116'BEAD
22 A7355 617355 SILL RISER-MED,FLAT 82 1224 BTP247K VINYL BULBWEATHERSTRLP
23 17354' 617354 SILL RISER-,MED HOLLOW 83 61745 .' 1745 LOWE INC,112'X1)16'SGL SIDE ADH.TAPE,POLYETH.
24 17320 617320 SILL RISER-HIGH HOLLOW 100 8052 48052 ROLLER ADJ.HOLE PLUG
25 17323 617323 SILL RISER-HIGH FLAT - 101 72087 JAMB BUMPER
ITEMS 40-53 ARE SCREEN PARTS: _ 102 -16M _ '71596 DUSTPLUG
40 4319 6122M SCREEN SIDE RAIL-LOCKSTTLE 103 8188 78186X 1'KEEPER '
41 7LOCKWGSK SCREEN LOCKSET 104 653' - 7SDKEEP -SCREEN LOCK KEEPER - - - -
42 41818 SCREEN KEEPER SPACER SET 105 17344 617344 - FIXED PANEL CLIP-8'LONG PRODUCT REVISED
43 8152 68162 SCREEN INTERLOCK ADAPTER 1C8 17345 817345 EXTERIOR FDED PANEL RETAINER-9116' as complrtng with the Florida
Building o
44 4428 64428 SCREEN DOUBLE INTERLOCK 107 1739' 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN OA-No. 17-0420.13
45 4317 612256 SCREEN TOP RAIL. 108- 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE ,Expiration Date 03/24I2020
48 4318 812257 SCREEN BOTTOM RAIL 109 W31 78162SN. HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
47 868 78RAZ STANDARD ROLLER-•' 110. 1732 78178 -HANDLE KIT-RECESSED EXTERIOR PULL •BY-
Mla Dproduct Control
48 668 7SRAX STANDARD ROLLER-ST.STL - 111; _ 710X34PPSDAX#10 X314'PH.PN.TEK-S.S. ,
49 4344 64344 SCREEN ASTRAGAL , 112 1235 67516 -WSTP,.270'X.170'.-FIN SEAL
50 17349 617349 OX)SCREEN ASTRAGAL ADAPTER 113 1712- 64066 ASS X.230'FINSEAL -
51 1692 61692 SCREEN SPLINE-.165" 114 710X115PPX #10 X i-11T
52 1694 01694 SCREEN SPLINE-.150" 115 _ 710XPPT #10X1'
53 61816C20 SCREEN CLOTH 116 72OXlX #14-20 X 1'S.S.
64 1725 - -"= 1/2"X4"X lll6'SETTING BLOCK 117 - 720X112X #14.20 X 1-0/2 S.S,
55 1726 1"X 4"X Ill a,SETTING BLOCK 123. 17352 617352 IFLXED PANEL RETAINER,7/8' '
81 17326 617326 PANEL STILE(HEAVY DUTY) - •. ,
62 17327 817327 INTERLOCK ADAPTOR
63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK)
64 1729` 71729 •SILL END WEATHERSTRIP PAD - - -• -
65 17328 617328 INTERLOCK SCREW COVER
88 17348 817346 IINTERLOCK ALUM REINF.(PANEL-9') -
NOTES: .
1)ALL ALUMINUM=606346 ���� 53 ..,,..Ae
2)ITEMS#3,4,B-10,12,13,16,17,26-39,60.67.78,64-99&118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. :` .rC�•'�10ENgF.41
*: No.58705
_
;kxMOGY
,
. - - 10R.MY=FL94I76 PARTS LIST '.,FS '•F[ORIDP,••' X .
✓R or o37n G NOCNANGESTN/S SHEET �t OF'M�e SERIES 770 H.P.ALUMINUM SGD-LM! I I I I I I u+
ca"Roffpxv iwr_ ml" arc osrpMa Ib,: A LYNN MILLER,P.E.
—a MIN M M09 F1A am - /oynspyn irmlvmM 30DT/OHJ'. Mrs 9 a 10 PGT0004 G PJcJt b8706
-�{ 1.303' � � � 0.718" � 1 05D" � L
7.360 °0,06 0.611" �0.534"
0.325" O.D62"- 0. 0.757" 1.36"
0.062" 0.062" 0.2 FIXED PANEL C 0.045"J 0.050" �� 0.081 t
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(7/16") GLAZING BEAD(9/16") GLAZING BEAD(1"LG.) FIXED PANEL CLIP I
(65) MATL:6063T6 (5)MATL:6063-T6 (80)MATL:8063-T6 (81)MAT'L:6063-T6 (79)MATL:6063-T6 (105)MATL:6063T8 0.081"
---"j D.062° 6.198°
0.080' �
LF 1.162" 1.888"
0.062" 1,304" 1.211" 1605"
1 5.069^
Fes-- 3.25" 2-TRACK HEAD W/SCREEN TRACK 2-TRACK SILL
(2)MATL:6063-T6 0.232" (7)MATL6063-T6 INTERLOCK ADAPTER
TOPBOTTOM BOTTOM RAIL (62)MATL:6063-T6
(89)MAT'L:6063-T6 (�-- 3.979"
4
1.48T' 6.?21"
2-TRACK JAMB VJ/
2-TRACK JAMB SCREEN TRACK
" 0.075" 0.062"-rlh+- 1.505'0.133" 1116" 1.645"FLUSH FLAT (14)MATL:6063T6 SILL RISER (15)MATL:6063-T6
(18)MATL:6063-T6
1.872' 0.080' PRODUCT REVISED
2-TRACK SILL WI SCREEN TRACK as com i In with the Florida
3.125" ' 0.281" (8)MATL:6063-T6 soIlding o�a
HEAVY DUTY ASTRAGAL 0.83" NOA-Ma. 17.0420.13
HEAVY DUTY STILE 1.019" 1
(61)MATL:8063-T6 (68)MAT'L:6063-T6 0.062" � L Expiration Date 03/2412020
5.069° 1.654• SCREEN STILEI 0.752" �O7C9' - 0.709" By
(40)MATL:6063-T6 0.080" I0.080" Mlaml D Pro uc Contro1.045" 0.080" I
SILLTRACK 0.863 T I,- 0.550° _
1.2+11'0.080" 1.254" 01)MAT'L:6063 T6 FIXED PANEL -FIXED PANEL
�1" 1.993" 0.062" RETAINER,7/8" RETAINER,9/16"
T
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