HomeMy WebLinkAboutProduct Approval M IAM I•DADE MIA-5-1l-DADE COUNTY,FLORIDA
0 PRODUCT CONTROL SECTION
DEPARTMENT OI'REGULATORY AND ECONOMIC RESOURCES.(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w►vtiv.miamidade.aov/econollly
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 Coumty Product
Control Section(In Miarni Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for duality 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.
It'pR 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 11770—HP"Aluminum Sliding Glass Doors w/Reinforcements- L.M.I.
APPROVAL DOCUMENT: 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 "E" dated 12/31/14 and
latest update 03/05/15,signed and sealed by Lynn A.Miller,P.E.,bearing the Miami Dade County Product
Control Section Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—
Dade County Product Control Section.
MISSILE IMPACT RATING: Large 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.
REVISION of this NOA shall be considered after a renewal application has been filed and there has beery
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change '
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for•termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 13-1009.07 and consists of this page 1 and evidence pages E-1,Fr2 and —3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon,P.E.
NOA No.15-0106.08
CM1AM1-DfflAMDECM0=UNTY Expiration Date: March 24,2020
4 Approval Date: March 12,2015
lti bf Page 1
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. Ahiminuin SGD - L.M.I.", sheets 01
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated
12/31/14 and latest update 03/05/15,signed and sealed by Lynn A.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 Aluminum Sliding Glass
Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7825,dated 06/10/2014, signed and sealed by Idaln is Ortega,P. E.
2. 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-tip 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.
(Subrnitted under-previous NOA No. 13-1009.07)
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 Alumintnn 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-5998R, dated 12/29/09, revised, signed and
sealed by Julio Gonzales,P. E.
(Submitted under previous NOA No. 09-0826.12)
Jaime D.Gascon,P.E.
Product Control Section Supervisor
NOA No.15-0106.08
Expiration Date: March 24,2020
Approval Date: March 12,2015
E—I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED
B. TESTS (CONTTNurm)
4. 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 Reports No.'s FTL-5998, FTL-6005 and FTLr6012, dated
08/10/09, all signed and sealed by Julio Gonzales,P.E.
(Submitted under previous NOA No. 09-0826.12)
5. Additional reference . supporting Test Reports No.'s ATI12138.01-401-18 and
FTL-5254.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC.5'h
Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by
Lynn A. Miller,P.E.
2. Glazing complies with ASTM E1300-04/09
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
"Kuraray PVB Glass Interlayer"dated 03/12/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 51h Edition(2014),issued
by manufacturer, dated 12/31/14,signed and sealed by Lyrm A.Miller,P. $.
2. Laboratory compliance letter for Test Report No. FTI --7825, issued by Fenestration
Testing Laboratory,Inc., dated 06/10/14,signed and sealed by Idahmis Ortega,P.E.
3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of. the State of Florida, dated
01/27/15 and filed by the Secretary of State.
4. Statement letter of commitment, issued by manufacturer, dated 02/20/14, signed and
sealed by Lynn A. Miller,P. E.
(Subinitted under previous NOA No. 13-1009.07) �--- f
• _ _ "Jaime D.Gascon, .E. .
Product Control Section Supervisor
NOA No. 15-0106.08
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
5. Statement letter of conformance to and complying with FEC 2010, issued by
manufacturer,dated 10/04/13, signed and sealed by Lynn A. Miller,P.E.
(Submitted underprevious NDA No. 13 1009.07)
6. Statement letter of no financial interest, issued by manufacturer, dated 10/04/13,
signed and sealed by Lynn A. Miller,P.E.
(Subnwitfed under previous NOA No. 13-1009.07)
7. 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 wider previous NOA No. 13-1009.07)
8. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D.Brinson,P.E.
(Sttbrnifted under previous 1V0A No. 13-1009.07)
9. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P.E.
(Srtbtnifted under previous NOA No. 13 1009.07)
10. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15 27.001 of the Florida Administrative'Code, notifying original engineer that
the successor engineer is assuming full professional and legal responsibility for all
engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by
Lynn A. Miller,P. E.
(Submitted wider previous NOA No. 11-1018.16)
11. 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.
(Subnwitted under previous NOA No. 09-0826.12)
12. Proposals No.'s 09-0177-A, dated 05/05/09, B, dated 05/27/09 and -C, dated
05/27/09, all issued by the Product Control, signed by Ishaq Cbanda,P. E.
(Submitted urw(ler pr•eviotrs NOA No. 09-0826.12)
G. OTHERS
1. Notice of Acceptance No. 13-1009.07, issued to PGT Industries, Inc. for their Series
"770-HP Aluminum Sliding'Glass Doors w / Reinforeentents - L.M.T.", approved on
02/28/14 and expiring on 03/24/15.
Jailne D.Gascon,P.E.
Product Control Section Supervisor
NOA No.15-4106.08
Expiration Date: March 24,2020
Approval Date: March 12,2015
E-3
GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1&1A ON RATED FOR LARGE&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"DUPONT SENTRYGLAS
G4-7/16"LAMINATED:(2)LITES OF 3/16"HS WITH.090"SG INTERLAYER.
G4A-9/16"LAMINATED:(2)LITES OF 1/4"HS GLASS WITH.090"SG INTERLAYER.
G6-1"LAMINATED INSULATING GLASS:3/16"T EXT.CAP+3/8"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH.090"SG INTERLAYER.
G6A-1"LAMINATED INSULATING GLASS: 114'T EXT.CAP+6/16"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH.090"SG INTERLAYER.
2)DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. NDA DRAWING MAP
3)ANCHORAGE:THE 33-1/3/0 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE SHEET
DETAILS SEE SHEETS 4-6.
4)SHUTTERS ARE NOT REQUIRED. GENERAL NOTES.............1
5)INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. ELEVATIONS......................2
6)REFERENCES:TEST REPORTS FTL-5998,FTL-6005,FTL-7468,FTL-6012&FTL-7825. GLAZING DETAILSLS............3
ANCHORAGE.....................4-6
ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA•S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL
7HIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 7 DESIGN PRESSURES.......
)TELEVATIONS.....................7
HURRICANE ZONE(HVHZ). CONFIGURATIONS...........7
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. VERT.SECTIONS..............8
9)CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH MAXIMUM 4 FT.NOMINAL WIDE DOOR PANELS,MAXIMUM 4 PANELS.SEE HORIZ.SECTIONS............8
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2&7. PARTS LIST.......................9
EXTRUSIONS....................10
D.L.O.WIDTH=NOM.PANEL WIDTH-7"
D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" Frame Mtn.Edge MIR.
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Group Anchor Substrate Member Distance Embedment
Concrete(min.2.85 ksl) eadISIIUJamb -318•
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 6-6: 1 114•Elco Ultracon Ungrouted CMU,(ASTM Oso) Jamb only 2-112• 1-114•
Grouted CMU ASTM"0.min.2 ksl grout Jamb ont 2.112• 1-3141
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE 1/4'E 410 S.S. Concrete(min.3.35 ksl) HeadlSill/Jamb 1• 1314•
COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. 2 CreteFlex Ungroulut ern PCMU,(ASTM Gs0) Jamb lonlyIJa 2-112• 1-194•
SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND P.T.Southern i Pine 85 ksl)5) Hea Head/
ill 1• 1.395•
114•Elco Ultmcon Concrete(min.2.05 C- HeadlSill 1• R�114
SUBSTRATE REQUIREMENTS. Un muted CMU ASTM G90 Jamb ont 1•
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. P.T.Southern Pine(SG=0.55) Head/SIIUJamb 9/16•
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD #12,1"or 410 Aluminum,6063.75• Head/611UJamb 316•
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID S.S.SMS, Steel,A38 HeadISllUJamb 319•CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 3 (min.11 threadslln) Steel Stud•A653 Gr.33• HeadlSIIVJamb 318•GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO Concrete(min.3.275 kst) Head/SIIVJamb 1.112•PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND VV Elco 16.8 S.S. Ungrouled CMU•(ASTM C•90) Jamb only 2•INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Aggre-Gator Grouted CMU(ASTM C-90,min.2 kel grout) Jamb only 2•
OF RECORD. P.T.Southern Pine SG=0.55 Head/Sill/Jamb 11 1318• PRODUCTREILhthCD
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS P.T.Southem Pine(SG=0.65) Head/SIIVJamb 9116• 1319• �oDMplCarl, the I'lorida
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE 4 N12,Steel SMs G6, Aluminum,606376• Head/SIIIIJamb 318• 0.071• 1r.cepteuccNa
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (min.11 threadshn)I Steel,A36• Head/811l/Jamb 318• 0.050• on to
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT Steel Stud,A653 Gr.33• Head/SIIVJamb 1 3/8' 1 0.0451•
REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.1/4" 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. Mierntncd&Product Cmnrof
THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, `\�� ONY LYNN 1r��
301E FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND �O•� ,..•••••..,
WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING Q�. LICENSE '•�Fn
JURISDICTION.
No.58705 'x=
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J.J, 1011PIll C F802010 CODE CHANGE _GENERAL NOTES AND MAP F �w
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JR 0, SERIES
D ADD1TlONALANCHORs/HIGHEROP NDPo.sloxr�z7c SERIES 770 N.P.ALUMINUM SGD-LMI �'r,S�ONAL
JR 12/31/14 E UPDATED TO FBC 5TH EDITION 2014
Av"n ay, qb: D.W. 100 Id-34274 ® a�4na�[ suty ax„t a••fvxn` a•'` A.LY�JIJ MILL�n,P.E.
SMC 0'/05/07 Rra /u1 sGDnOHP. NTS 1 W 10 PGT0004 E P.E.p 58705
MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 145 5/16"
MAX. MAX.
DOOR ° / e / ° DOOR
UNIT e e / / E UNIT
HEIGHT / / HEIGHT
108" 108"
XO, OX, XX OXX, XXO, OXO
MAX. UNIT
WIDTH 1911/2"
e i
MAX.
DOOR 8 / J / 8 / 3 / 6 8 PRODUCTRF.NEWrD
UNIT / / / / comply ng vlth the 1'lolidn
8 8 oWmi°scoa�
HEIGHT Ac«Pmoce No
° e>c
108
Neral Daae Pmdml Contmi
OXXO `
`� ���;''�,\CENSE '•,F� �:
T: ••.7Y
APPROVED CONFIGURATIONS ` No.58705
xwcaer. °°4`' xe.e4v: '� •'. STAE F r
J.J. 10/12/11 C NO CHANGE THIS SHEET ELEVATIONS
w% xsNCYw.• 1070TECHNOLOOYDRNE
JR 09/20/13 D NO CHANGE THIS SHEET NOXONS,FL34276
JR 12/31/!4 E NO CHANGE THIS SHEET ao.eox152a SERIES 770 H.P.ALUMINUMSGD-LMI
ae+.n�. mm: �y� w�„ NOKOMIS,FL 3427) ® "'�' seed: a..e °i'r°Ae flO1� A.LY1JE4�M�LLEFt,P.E.
SMC 0&05/09 RJA SGD770KP. NTS 2 1 10 PGT0004 E P.E.#58785
3/16"HS GLASS
3/16"HS GLASS
DUPONT.090 SG
DUPONT.090 SG EXTERIOR
311ti"HS GLASS
3116"HS GLASS 74 3/8"AIR SPACE rNOM.
EXTERIOR 7/16"NOM. 3/16"T GLASS
1"NOM.
82 3/4"NOM. $3GLASS 80 BITE 79
56
54
7/16"LAMINATED GLASS TYPES G4 1"LAMINATED INSULATING 55
GLASS TYPES G6
SG= DUPONT SENTRYGLAS
1/4"HS GLASS 3/16"HS GLASS
EXTERIOR DUPONT.090 SG
DUPONT.090 SG 3/16"HS GLASS
1/4"HS GLASS 74 5116"AIR SPACE 74
1/4"T GLASS
EXTERIOR 9116"NOM. 1"NOM.
82 4'] PRODUCT RENIiWfD
314.NOM. 83 314"NOM. woom,lbgwlmmeFlorida n
ZI
GLASS GLASS euflairtgcode OG v
Accc4WKd No
81 BITE 79 BITE q o Dam l
56 Miami Dad,Product Control
�illlll71/
54 pNyL N
.......... 7
1" LAMINATED INSULATING 55 •�F,p
9/16"LAMINATED GLASS TYPES G4A ,�:
GLASS TYPES G6A - N0.56705 _
, � Lau Rm�an �, ��O'• TATE OF :•Y,
J.J. 10/17/11 C NO CHANGE THIS SHEET GLAZING DETAILS �•' FCORIO�;.••���;
m• R' Mf fOIOTECHNOLO0Y0RlVE �'S`S/ONA1 ��`
JR 09/20N3 D HEADING 8 TEXT NoxOMIS,FL 34275
R Po.aoxr52e SERIES 770 H.P.ALUMINUM SGD-LMI �rt,,,lilltrr�
JR ]213511114 E NO CHANGE THIS SHEET sm.%a sw.• am.e mweR> R.cod of. a,W D.W NOKOMf3,FL 34274 d A.LYNN MILLER,P.E.
SMC
009 RJA SGD770 H.P. NT$ 3 10 PGT0004 E P.E$58705
61
TABLE 1:
Design Pressure(DP)and Anchor Quantities Required r
(Far all approved Configurations,Sheet 2 and Glass Types,Sheet 3)
Door Unit Height On)
Reinforced Interlocks 8' 84' 90" 96' 102' 108'
Heayr-duly Astragal 69-7/6'(DLO) 73.7/6'(DL0) 79-718'(DLO) 87-7/8'(DLO) 91.7/8'(DLO) 97-7/9'(01.0)
Heav/duty Stiles Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 113
88
1 2&4 3 1&2 3 4 1&2 3 4 1 2 3 4 1&2 3 4 1&2 3 4
DP(psf) +901-130 +901.130 +901-130 +901-130 +901.130 +9(Y-130 HEAVY DUTY ASTRAGAL
24' (DLO) Head/Slll C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Cl C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 HEAVY DUTY STILES
Jamb 10 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 62 111 61 68
65
DP(Pao +801-130 +90%130 +901-130 +901.130 +90/-130 +901-130
I
30" (DLO) Haed/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 G5+2 C6+2 C6+2 06+2 C6+2 C6+2 C6+2 06+2 C7+2 C7+2 66
Jamb 10 10 10 10 10 10 10 12 10 10 10 12 10 12 14 12 12 14 12
DP(psQ +901.130 +901-130 +901-130 +9w-130 +901-130 +901-130 81
36' (OLO) Head/Slll C5+2 05+2 C5+2 C5+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C1+2 C7+2 C7+2 C7+2 C7+2 C7+2 C8+2 C8+2
Jamb 10 12 10 10 1 12 10 10 14 10 10 10 1 14 1 10 12 18 1 1212 18 12 ALL INTERLOCKS TO BE REINFORCED
DP M +901-130 +901-130 +901.130 +90/-130 +901-139 +9a-121.4 WITH THE#66 HEAVY-DUTY REINFORCEMENT
HEAVY-DUTY STILES
47 (D O) Head/Sill C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C6+2 C7+35, 2 C7+2 C7+2 C7+2 C8+2 CB+2kaNN+22C7+22r2 Ce+2
Jamb 10 12 10 10 14 10 10 14 10 10 10 16 108 12
DP(Pao +901-130 +901-130 F +90/-130 +901.130 +901-118.6 +901-110
F4.;' (DLO) Head/SIII C6+3 C6+3 06+3 C6+3 C7+3 07+3 C7+3 07+3 07+3 C8+3 C8+3 C8+3 CB+3 C7+3 CB+3 C8+3 C7+2 C8+3 C8+3
Jamb 10 14 10 10 14 10 10 18 10 10 10 18 12 12 18 12 12 18 1 12
NOTE:JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O=EXAMPLE ON SHEET 5
1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL.
2.WHEN USING THE 2 1/2"SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH THE 31/4°SILL, TABLE 1A:
POSITIVE PRESSURES IS 60.0 PSF MAX. Sill Height to Max.(+)DP
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET.
3.2 1/2-,3 1/4"AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS (Water Infiltration Rating)
THE 1 1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT (+)Design PRODUCTwiththeO
OH LENGTH �+— Sill Riser Height Pressure, f 69 complying i with the Florida
REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USEDF Ps Bu11d n9 Codo Q
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT OH LENGTH_OH RATIO Flush-1-112" see note 3 scceprwmc Noo ' 1V�/ t�
FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED OH OH HEIGHT Law-2-1/Z' +46.67 � sd��/ga
FOR WATER INFILTRATION. HEIGHT Medium-3.1l4° +60.0 Dy T
4.SEE SHEETS 1,5$6 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT I �I EQUAL TO 1 High-4° +00.0 Miami Dodo ProdwlConrcol
INFORMATION. j Oil OR GREATER SEE NOTES 1-3
5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. JJ__ 111 I I I I i 1
SEE NOTE 3 ��ONS LYNN 4110
D.L.O.WIDTH=NOM.PANEL WIDTH-7". `:���,.•'�10ENSt '.F9
D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" 2
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" No.58705
S A�O'�1v``
J.J 10/17/11 F°C y NO CHANGE THIS SHEET DP AND ANCHORAGE CHART �� Fc pTR10P, G�
a.u,wn 10707ECHNOLOOYORIVE rc� ' �`S UNAG%���`
JR 09/20/13 D ADDITIONAL ANCHORSMIGHR DP N0K0M1$FL 34276 r, S'l
P.O. 0X 1629 SERIES 770 H.P.ALUMINUM SGO-LMl ,/,, 11
JR 12/31/!4 E NO CHANGE THIS SHEET s.awar saa: + w.7 "" A.LYNN MILLER,P.E.
anxney:ora o.re. NOXOMIS,F134274 500770 H.P. NT$ 4 d 10 PGT0004 E P.E.q 58705
SMC 816109
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHORS: SEE SHEET 1.
2. ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
HEAD&SILL................8"MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8"FROM CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24"MAX.ON CENTER.
SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL/INTERLOCKS ON SHEET 6.
JAMBS.........................6"MAX.FROM BOTTOM AND 17.125"MAX.O.C.UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4.
— SEE"C8"CLUSTER INTERIOR "+3"ANCHORAGE
1 DETAIL,SHT.6 7°MAX. ASTRAGAL � 8"MAX.
AT THE HEAD AND SILL BETWEEN 3-112"MAX. CENTERLINE O.C. CENTERLINE
CLUSTERS OR THOSE BETWEEN A I
CLUSTER AND A FRAME JAMB. 0 0 0 0 o 0 0 0 N o
2.04" 4.051"
0 oP c o 0 0
I
t 24"MAX.O.C. 3.5"MAX.O.C.
8"MAX. —►I — CENTERLINE OF PANEL i Imo-- CENTERLINE OF PANEL 2 I CENTERLINE OF PANEL 3
EXAMPLE OXX ANCHORAGE PLAN: C8+3 HEAD&SILL ANCHORAGE(3 PANEL 2-TRACK EXAMPLE SHOWN)=(25)ANCHORS TOTAL 1
1—(3)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR GROUP 4 EXTERIOR
--------------------------------------------
C8+3=(36)ANCHORS TOTAL AT HEAD AND AT SILL
3 C8 3 C8 3 C8 3
x 6"MAX.
x x
11 xxx x x xx x x x
x�
17.125"MAX.O.C. TOTAL OF 12,(6 PAIRS)
108" x GROUP 4 ANCHORS PER
MAX x x JAMB(SEE SHEET 6 FOR
x PAIR O.C.SPACING) PRODUCT RENEWED
oy"'Plying alth the Plotida
o
BuildinBCade 6 8
X.� Aeteplanee N
❑ e0
D `
x x x �l x x x x x x x x ha w�i Dade ptodact Ccontrolx
24'MAX. � I x
8"MAX.,TYP. O.C. L.-- C.L.ASTRAGAL MAX I I I I
I I-
"0" 7i
191 1/2"MAX. \�\� `, GENSE
EXAMPLE OXXO ANCHORAGE PLAN: :' is
(4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR GROUP 4 _it;' raa,58.105 —
rtewaer ars xnnuv: '�'••. 57 E P ���V:
J.J. 10117/11 C NO CHANGE THIS SHEETANCHORAGE SPACING&EXAMPLE PLANS O° r•L�Rto!.''�j�`,'
JRA �osi2o113 CLARIFIEDOCBTEXT rONOKOMIV �9,FL°Osa�S SERIES 770 H.P.ALUMINUM SGD-LMI &ION0-
JR 12/31/14 E NO CHANGETHIS SHEET P.O. 1628 „x„dy. soix sre tnxrox. nr. p.LYIJNMILLER,P.E.
t mW p,. ctwtwa &f. NOKOMIS FL 34274 ® SODnO H.P. NTS S '10
PGT0004 E P.E.#58705
SMC 08/05/09 RN
NOTES: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR
1.ALL DIMENSIONS SHOWN ARE BASED ON INT. INTERLOCK INT. —INTERLOCK INT. INTERLOCK
MINIMUMALLOWED. 7" CENTERLINE CENTERLINE CENTERLINE
2.METAL SUBSTRATES SIMILAR TO WOOD 3.5" 7" 7" 1.75"
SUBSTRATES AS SHOWN. 3.5" 3 6" 3.5" 7„
DIAGONAL,O.C.DIMENSION IS 4.051",SEE 4.051" 3.5" 1.75" 3.5"
CLUSTER DETAILS,(APPLIES TO ALL ANCHORS).
21/16"
2x WOOD BUCK TYP., 2.04" 4.051"2.04" 2.04"
SEE CHART EDGE DIST.. SEE ANCHOR NOTE
SHT.1 3,SHT.1 4.051" 3.6", 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
CHART,SHT.1 2.06"
1/4" ]� EMBED.,SEE CHART,SHT.1 —«I INT. ASTRAGAL OR
J I INTERLOCK
MAX CENTERLINE 3.50" 4.051"
SHIM 1/4"MAX.SHIM �I EDGE DIST.,
WOOD ANCHOR TYP.,SEE 1x WOOD SEE CHART 7„ MIN.
ANCHOR NOTE 2,SHT.1 BUCK TYP., SHT.1 3'S DIAG.
DETAIL A,2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR O.C.
WOOD INSTALLATION NOTE 3,SHT.1
TYPICAL JAMB ANCHOR PAIR FOR
CONCRETE "• 2-1116"• 0 2.04" DETAILS FOR O.C.PACING,SHEET 510N
ANCHOR TYP., ` —I
EDGE DIST., SEE ANCHOR
SEE CHART 2-1/16"• NOTE 1,SHT. 1 4.051"
SHT.1 2-TRACK,ASTRAGAL!INTERLOCK
ONCRETE 7 ANCHOR CLUSTER-C7
EMBED.,SEE EXT. DETAIL D 2-TRACK FRAME JAMB EDGE DIST., EMBED.,
EXT. I SEE CHART SEE
L
CHART,T,SHT.1 CONCRETE INSTALLATION SHT.1 2-1116"' CHART,
SHT.1
1/4" 2x WOOD BUCK TYP.,SEE 1x WOOD
MAX. ANCHOR NOTE 3,SHT.1 BUCK TYP.,
SHIM WOOD ANCHOR TYP.,SEE SEE ANCHOR
EXT.
ANCHOR NOTE 2,SHT.1C]EXTERIOR INTERIOR� NOTE 3,SHT.1
DETAIL B,2-TRACK FRAME HEAD (ALL VERT_SECTIONS) 1/4" ONCRETE
WOOD INSTALLATIONMAX.
EMBED.,SEE
SHIM
CHART,SHT.1
WOOD ANCHOR TYP.,SEE EDGE DIST., ONCRETE ANCHOR TYP.,
ANCHOR NOTE 2,SHT.1 1/4"MAX.SHIM SEE CHART SEE ANCHOR NOTE 1,SHT.1
SHT.1 DETAIL F.2-TRACK FRAME HEAD PRODUCT RENEWED
2x WOOD BUCK TYP.,SEE CONCRETE INSTALLATION au ildingCO
ing with the Florida
E"g
dc
1/4"MAX. ANCHOR NOTE 3pta N
,SHT.1 Auepuumc No
(SEE ANCHOR EMBED.,SEE 1/4"MAX. *GROUT
• E doll emel
NOTE 5,SHT.1) CHART,SHT.1 2-1/16" (SEE ANCHOR AS REQ.WOOD ANCHOR NOTE 5,SHT.1) CONCRETE Miemi Daae PMdKt C
EXT. � gw TYP.,SEE ANCHOR EXT. �_NOTE 2,SHT.1 EMBED.,SEE � ��LYNN Mj�2x WOOD BUCK TYP.,SEE CHART,SHT.102-1/16EDGE DIST., EXT. ANCHOR NOTE 3,SHT.1
SEE CHART DETAIL E,2-TRACK FRAME JAMB CONCRETE ANCHOR TYP.,
DETAIL C.2-TRACK FRAME SILL SHT.1 WOOD INSTALLATION EDGE DIST _�<; No.56705
SEE ANCHOR NOTE 1,SHT.1 --►ISEE CHART
WOOD INSTALLATION DETAIL G.2-TRACK FRAME SILL SHT.1
CONCRETE INSTALLATION
R",saei- oor� Ro,tYnu: S A EOF
�t's+T
J.J. 10/12/11 C NO CHANGE THIS SHEET ANCHORAGE,EXAMPLE CLUSTERS nc•'•.•r+1OR10?;•'' G��;
fOlOTECHNOLOGYDRNE _
JR, 0./20/13 n" TFXT DIM REFERENCE POINTS N POOM�oX; 76 SERIES 770 H.P.ALUMINUM SGD-LM! �5`S�O<`1A�
JR 12/31/14 E NO CHANGE THIS SHEET BSER 0 senor a.SG xc
a w. ww o d a p, NOKOMIS,FL 34274Ry. A.LYNt�I+,ULL�R.P.E.
SMC 08106/09 RJA SGD770 H.P. NTS 6 1 10 Pft� GT0004 E P.E.058705
i
PANEL LETTER JAMB DETAIL W OR'L', NOTE:
K SINGLE SHT,8&ANCHOR 1.MAXIMUM NOMINAL
INTERLOCK LOCKSTILE DETAILS &'E',SHT.6 INTERLOCK DETAIL'J', PANEL WIDTH FOR ALL
SHT.8 PANEL CONFIGURATIONS
A SINGLE EQUALS 48"
INTERLOCK LOCKSTILE
ASTRAGAL DETAIL'M',SHT.8 HEADER DETAIL T,SHT.8
LOCKSTILE
D SINGLE EXTERIOR &ANCHOR DETAILS'A','B'INTERLOCK
191 112"MAX.UNIT WIDTH &'F',SHT.6
M LOCKSTILE SINGLE
INTERLOCK 41"MAX NOMINAL
D.L.O. PANEL
LSINGLE ASTRAGAL WIDTH f�rWIDTH
(SOX 01n) INTERLOCK
LR ASTRAGAL SINGLE PANEL PANEL PANEL PANEL
IuoXourl OUT INTERLOCK TYPE TYPE TYPE TYPE
'R' 'L' 'D' 'P'
NASTRAGAL SINGLE 97 718"MPJ,
Xeoxourl IN INTERLOCK
C MAX DOOR
SINGLE ASTRAGAL f D.L.O.UNIT
HT. HT.
XeoxtBl INTERLOCK /N SEE TYP.
REINF. TYP.NOTE REINF.
P/� SINGLE FIXED 3
INTERLOCK LOCKSTILE
R FOXED SINGLE
LOCKSTILE INTERLOCK
T ASTRAGAL FIXED SEE FRAME& OXXO(2 TRACK) SILL DETAIL'H',SHT.8&
OUT LOCKSTME PANEL CORNER ANCHOR DETAILS'C'&
CONSTRUCTION 'G',SHT.6
T ASTRAGAL FIXED DETAILS BELOW SILICONE
LOCKSTILE
Xeoxm7 IN BY OTHERS
SFIXED ASTRAGAL #8X 1"
XeoxoB7l LOCKSTILE OUT PH SMS
SFIXED ASTRAGAL
(eoxu9
LOCKSTILE IN
PRODUCT RENEWED
NOTE: m complying with the Florida
Dcllding o
REINFORCEMENT(ITEM#66)REQUIRED AT ALL INTERLOCKS. Acctt�ld
No
#10 X 1.50" B ole
PH SMS
4 INTERIOR PANEL CORNER FRAME CORNER Miami Dade trcl Control
DETAIL DETAIL
(ALL PANEL TYPES) NOTES: I
EXTERIOR 1.SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL o LYNN
PANEL WIDTH=48". SEE SHT.8 FOR SECTION DETAILS AND SHTS.4-6 FOR `���,.•���eNSfi '•Fp
D.L.O.WIDTH=NOM.PANEL WIDTH-7" ANCHORAGE DETAILS.
D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" 2.MAX.DLO WIDTH=41";MAX.DLO HEIGHT=97 718",MAX PANEL HEIGHT=1061/8". _ No 58705
PANEL HEIGHT=DOOR UNIT HEIGHT-1.666" 3.(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER _ 1
(ITEM 103)AT FRAME JAMB OR ASTRAGAL. _ W
Revfday db: flTbMf: e ��'•• SIS �z
J.J. 10112/11 C NO CHANGE THIS SHEET S'1 E f c�`
B,: t� fl,Nf1Pv: 107DTECHNOLOGYORIVE PANEL TYPES/EXAMPLE ELEVATIONS %O,N•,. FCORIDP,'. C9\�
AJRu 11j20,13 fly. REMOVED BRACKET NOKOMIS,FL34276 SERIES 770 H.P.ALUMINUM SGD-LMI ' SS/ONA\,
JR 12/31/X4 E NO CHANGE THIS SHEET P.O.BOX 1528 six oat swt. &,,,c -- —
pPyiej; �� ceortm ��. NOKOMIS,FL 30274 ® N A.L•YNMMILLER,b.E.
SMC OWOS/09 R,W WI1770 H.P. NTS 7 1X7 PQT0004 E P.E.q 6g705
82 111 63 61 55 PART ILLUSTRATIONS 14
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 5
65
81 61
88 14 106 OF JULLAMB FULL LENGTH 14
81
75
113 FULL LENGTH
48 ,X2 123
SMS,X2 I 810X314" OF JAMB
105 .'@ SMS,X3
ALL REINFORCED INTERLOCK 113 MIDSPAN 103 113
DETAIL'J' 6',@ 81
53 5 MIDSPAN 81 15 DETAIL'L' 113
2 52 51 STANDARD CLIP OPTIONAL CLIP 112 68
112 W/RETAINER#106' W/RETAINER#123
46 DETAIL'K'(FIXED PANEL) 52 40 ASTRAGAL
45
48 47 0 63 51 Q INTERIOR DETAIL IMI
52 51 112 (ALL HORIZ.SECTIONS)
53 -D EXTERIOR
2 �//
DETAIL'N'SCREEN DETAIL'O'SCREEN a EXTERIOR INTERIOR L�
AT HEAD AT SILL (ALL VERT.SECTIONS) DETAIL'P'SCREEN
(2-TRACK SHOWN) (2-TRACK SHOWN) AT JAMB
(2-TRACK SHOWN)
SILL RISERS OPTIONS
24
(SEE D.P.LIMIT TABLE 1A,SHEET 4 23
SEE SHEET 6 FOR FOR ---TTT
INSTALLATION DETAILS) 21 T
19
4.055" 113 5
3.305'
EXT. 1.567' EXT.
EXT. 2.555" EXT. EXT. 71
69
FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 977/8'
NOT VALID FOR WATER 2-1/2" 3-1/4' (4") MAX.UNI MAX. DETAIL'I'
( ( ) ( ) DOOR UNIT PRODUCE RENIINISO
INFILTRATION RESISTANCE) 25 HEIGHT TDYP ny cocnplYing�vl6 the Flntida,
22 Bulleing Code
20 Accepteixa No" �•/'��•�-•
nj) -,ZOjO
69 �
18
4.055' EXT. 72 OR 73 Mlami Dadc Prod'M Control
EXT. EXT. EXT. F-7
EXT. 717
2.5155't.ss7' 11 \� �Q�(LYNN
113 `��',.•��OEMSF ''•`ni �:
FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 6t
N0.58705
(NOT VALID FOR WATER (2-1/2") (3-1/4") (4")
INFILTRATION RESISTANCE) DETAIL'H' -13
� ®.• -
nanaea: ars• rsnswv: �»^ ST TE Or
J.J. 10/12/11 O NO CHANGE THIS SHEET VERTICAL&HORIZONTAL SECTION DETAILS ,c• F- a,.•'
R ]070 TEOHNOLOOYORNE ' (C� LORM G' �\
JR• a9�/20N3 RewD> ADDEO/EDITEDJAMBBRACKET NoxoMls,as4P75 SERIES 770H.P.ALUMINUM SGD-LM!
JR 12/"/I"#
1/14 E ADDED#71 TO DETAILS H&1,AND#113 TO DETAIL J P.O.eOX ISPs __.._..._ sac arose 0..,yna a.r. A.AR OteL �R,P.E.
assn e�: aas a+"urm o.ts NOXOMIS,ft 34P74 o SGD770 H.P. NTS 8 a 10 PGT0004 E P.E.i{56705
SMC 08/05/09
t
e
Item PGT PGT# Description Item PGT PGT# Description
Dwg.# Dwg.#
1 17306 617306 2-TRACK HEAD 68 17339817339 HEAVY DUN ASTRAGAL
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 69 17324 1 617324 TOP&BOTTOM RAIL
5 17314 617314 FRAME SCREW COVER 70 17350. 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
6 17317 617317 FRAME HEADNAMB ADD-014 71 1695 71695 1-1/2"X 1'X314'HIGH FIN SEAL DUST PLUGS
7 17304 617304 2-TRACK SILL - 72 6153 78153X TANDEM ST.STL.ROLLER ASSY.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 73 8153 76153N 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 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 76 71032X1FPFX #10.32X1'FL,S.S.SCREW W/TYPE'F'TIP
18 17322 617322 SILL RISER 77 7103239 1032 STEEL ZINC U-NUT
19 17319 617319 SILL RISER-HOLLOW 79 17330 617357 V IG BEAD
20 17321 617321 SILL RISER-LOW FLAT 80 17359 617359 7116'BEAD/FDED PANEL CLIP
21 17318 817318 SILL RISER-LOW HOLLOW 81 17360 617360 9/16"BEAD
22 17355 617355 SILL RISER-MED FLAT 82 1224 6TP247K VINYL BULB WEATHERSTRIP
23 17354 617354 SILL RISER-MED HOLLOW 83 61745 1745 LOWE INC,1/2'X1/18'SGL,SIDE ADH.TAPE,POLYETH.
24 17320 6173211 SILL RISER-HIGH HOLLOW 100 8052 48052 ROLLER ADJ.HOLE PLUG
25 17323 617323 SILL RISER-HIGH FLAT 101 72087 JAMB BUMPER
ITEMS 4053 ARE SCREEN PARTS: 102 1696 71696 DUST PLUG
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 103 8186 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-6'LONG
43 8152 68152 SCREEN INTERLOCK ADAPTER 108 17345 817345 EXTERIOR FNED PANEL RETAINER-9116'
44 4428. 64428 SCREEN DOUBLE INTERLOCK 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
45 4317 612256 SCREEN TOP RAIL 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
48 4318 612257 SCREEN BOTTOM RAIL 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
47 668 7SRAZ STANDARDROLLER 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL
48 668 7SRAX STANDARD ROLLER-ST.STL. 111 71OX34PPSDAX#10 X3/4"PH.PN.TEK-S.S.
49 4344 64344 SCREEN ASTRAGAL 112 1235 67518 WSTP,.270"X.170"-FIN SEAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 113 1712 64066 .187'X.230'FINSEAL
51 1692 61692 SCREEN SPLINE-.165" 114 71OX115PPX #10X1-1/2'
52 1694 61694 SCREEN SPLINE-.150" 115 710XPPT #10X 1'
53 61816020 SCREEN CLOTH 116 720XIX #14-20 X V S.S.
54 1725 112'X4"X 1116'SETTING BLOCK 117 72OXI t' #14-20 X 1-1/2 S.S. -
55 1728 1'X4'X 1116'SETTING BLOCK 123 17352 817352 FIXED PANEL RETAINER,7/9'
66 QUANEWiRUSEAL DURASEAL SPACER(COMPOSITE PTtODUCT gwith the
SEALANT/DESSICANT) Bui�og Co"
ho w111r the Florida
Aeeeplame No •Ob
81 17326 617328 PANEL STILE(HEAVY DUTY) 8�p1�et�
62 17327 617327 INTERLOCK ADAPTOR
63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK)
Miami Dade Roc uct mnml
64 1729 71729 SILL END WEATHERSTRIP PAD
65 17328 617328 INTERLOCK SCREW COVER I 1111
68 17346 817348 INTERLOCK ALUM REINF.(PANEL-9') \YNN
NOTES:
1)ALL ALUMINUM=6063-T6 `tet..��Gf NSF''•.Q
2)ITEMS#3,4,9-10,12,13,16,17,26-39,67-60,67,78,84-99&118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
= No.68705
� IS fa
,mar ori. E�0
J.J. 10/12/11 C NO CHANGE THIS SHEET PARTS LIST x-, ., /:LOn1OP,•'\0
8.40 c }O707ECHNOLOOYDRIVEFff.
TtK i��5..'.•••..
JR 09120/13 D TEXT/PART NUMBERS NOxoM�s,FL 34275 r V
R.,,*„, SERIES 770 H.P.ALUMINUM SGD-LMI ONF�
JR 12131/14 E NO CHANGE THIS SHEET P.O.BOX 16206i,,,,,,,,,t may, cnwc a..ro,e I—
manner um: ch-d. 0.. NOXOMIA FL 34274 A.LYRE#587 5 P.E.
SMC 08105!09 RJA 500770 H.P. NTS 9 d 10 PGT0004 E P.E.#58705
1.303" -I 1.050' -�� 1.36"
I� 0.718" �� -►{ 1,050"� 1050" 1.003"�--
0.06 0.611" I �lL�
0.325" 0.062" 0.534" 0.290" j"
J 0.757" 1.36"
0.062" 0.062" 0 264" J FIXED PANEL CLIP/t 0.045 0.050" �� 0.081"
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(7/16") GLAZING BEAD(9/16") GLAZING BEAD(1"I.G.) FIXED PANEL CLIP f
(65) MATL:6063-T6 (5) MATL:6063-T6 (80)MAT'L:6063-T6 (81)MATL:6063-T6 (79)MAT'L:6063-T6 (105)MAT'L:6063-T6 0.081"
4.125" 6.198" -�I
4.49" 0.062" 6.198"
0.090" �-
0.062" � � � 1.182" 1.888"
1.304" 1.211" -L-uLJ1.505„
1 5.069"
IJ 0.081' 1.739'
�- 3.25" -�I 2-TRACK HEAD W/SCREEN TRACK 2-TRACK SILL
TOP/BOTTOM BOTTOM RAIL (2)MAIL:6063-T6 0'232 (7)MATL:6063-T6 INTERLOCK ADAPTER
(69)MATL:6063-T6 � 3.979" (62)MAIL:6063-T6
4" 1.467" 6.221"
2S R EE JAMB WiK
0.075" 0.062" -►iH-' 1.505" 2-TRACK JAMB SCREEN TRACK
FLUSH FLAT SILL RISER � (14)MAT'L:6063-T6 (15)MATL:6063-T6
0.133"
1
16'" 1.645" 08)MATL:6063-T6
-� 3.125" �I y 1.872" 0.080"
1 2-TRACK SILL W/SCREEN TRACK
0.281" _7. (8)MATL:6063-T6
HEAVY DUTY STILE HEAVY DUTY ASTRAGAL '-0 0'83
(61)MATL:6063-T6 (68)MATL:6063-T6 0.062" 1
5.069" y 1.654" SCREEN STILE 0.752" 0.709" 0.709"
{40)MATL:6063-T6 •�•0.080" � 0.08("
1-
1.045" 0.080" i
SILL TRACK -10.863 + -j Imo-- 0.550"
1.211"0.080" 1.254" T- 01)MATL:6063-T6 FIXED PANEL FIXED PANEL
081" 1.993" 0.062" RETAINER,7/8" RETAINER,9/16"
2-TRACK HEAD 0.250" 1_- 0.875" (123)MATL:6063-T6 (106)MAT'L:6063-T6
(1)MAT'L:6063-T6 REINFORCEMENT SCREEN TOP RAIL
0.750" 66)MATL:6063-T6 (45)MATL:6063-T6 1.993" fes- 0.232"
►) r- 0.750"(PANEL LENGTH-9") L 0.062" PRODUCr RriNEWRD
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24 MATL:6063-T6 (23)MATL:6063-T6 21 MATL:6063-T6 (19)MATL:6063-T6 (20)MATL:6063-T6 (22)MATL:6063-T6 (25)MATL:6063-T6 K
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