HomeMy WebLinkAboutNOA, (Sliding glass door) +?_. . .A
MIAMI DADE NIIAMI-DARE COUNTY
• PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(780 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv
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:DESCRIPTION: Series"SGD-2500"Aluminum Sliding Glass Doors w/wo
Reinforcements—Non-Impact
APPROVAL DOCUMENT:Drawing No.757 Rev O,titled"Alum Sliding Glass Doors-Non-Impact",
sheets 1 through 16 of 16,prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed'and
sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:None: Approved Hurricane Protection devices,complying w/FBC,as
applicable are required.
Limitations: 1. Use of Table 1 requires No reinforcements per sheet 6.
2. Use of Tables 2 and 3 require full reinforcement per sheets 7&8 of the drawing.
3. Egress operable doors must comply with min clear width per FBC, as applicable.
4. Max 1/4"nominal air space is applicable for I.G.glazing with Truseal Duraseal spacer.
LABELING: Each unit shall.bear a permanent label with the manufacturer's name or logo,city, state and
series and following statement: "Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product_
TERMINATION of this NOA will occur after the expiration date or.if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of
any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION:A copy,of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#18=0207.05 and consists of this page 1 and evidence pages E-1,E-2 &E-3, as well
as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E. C1
anti �
Muutiwane courier � I�-J9-0219.11e.
I APPROVED Exp ay 22,2024
Approval Date: March 14,2019
l7 \� Page 1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections(submitted under files below).
2. Drawii%No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact", sheets I through l6 of
16,prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15, signed andl
sealed by Lynn Miller, P.E.
B. TESTS (submitted under files 9 12-0726.03/#11-1018.11/# 08-0213.03)
I Test report on 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors',
prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13-',06,
signed and sealed by Edmundo Largaespada, P.E.
2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596,
FTL-4273, Fn-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202. -
94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file#04-1220.05
08-0213.03).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 05/29/15, complying with FBC-
214 (51 Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E.
2. Glazing complies with ASTMS-1300-02 &-04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(51h edition) and letter of no financial interest,
prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller,P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises NOA#12-0726.03, expiring May 22,2018.
2. Previous NOA associated files: 08-0213.03,#07-0309.09 and#04-1220.05
3. Test proposals No(s) 07-2245 and#04-0404 approved by BCCO.
2. Evidence submitted under previous approvals
A. DRAWINGS
1. Drawing No.,757 Rev 0, titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 thioughl 16 of 16,
prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by Lynn
Miller,P.E.
Isliaq 1.Chanda,P.E.
Product Control Examiner,
NOA No. 18-0207.05'
Expiration Date: May 22,2019.
Approval Date: April 19,2018;
E-1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Previous Evidence submitted (continue)
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/14/17, complying with FBC-217 (6t'Edition), prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTME-1300-02, -04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5h edition)&FBC 2017(6,Edition) & lettei of
no financial interest, prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller, P.E.1
G. OTHER
1. This NOA revises NOA# 15-0609.10, expiring May 22, 2018.
3. New Evidence submitted
A. DRAWINGS
1. Drawing No.757 Rev 0,titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of
16,prepared by manufacturer, dated 09-08-04 and last revised on 04/18/17, signed and sealed by
Lynn Miller, R.E.
B.TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/14/17, complying with FBC-217 (61h Edition),prepared by PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTME-1300-02, -04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5t,edition) &FBC 2017(6th Edition)&letter 6f
P.E.no financial interest,prepared by PGT, dated 08/14/17, signed and sealed by Lynn Miller, .
2. E-mail statement letter dated APRIL 10, 2018 from PGT Industries, Inc,for one year renewal
request, subject led to successful verification test, signed by Lynn Miller,P.E., Manager.
G. OTHER
1. This NOA conditionally renews NOA# 17-0207.05 for one year, expiring May 22,2019.
IshAq L Chanda,P.E.
Product Control Examiner
NOA No. 18-0207.05
Expiration Date: May 22,2019
Approval Date: April 19,2018
SERIES 2500, NON-IMPACT RESISTANT
Anchor Frame Min.Edge Min.D.C. M
in
.SLIDING GLASS DOOR Group Anchor Member Substrate Distance Distance Embedment nt or
1.GLAZING OPTIONS:
Metal Thickness
1- —
B.3/16'TEMPERED GLASS, TEST REPORTS FTL-31 16,FTL3117,FTL-4277 AND FTW Head/Sill Concrete(min.2.85 Rs!) 314" 1-3/4"L-5095. I 1Elco 1�687- -3/4�'
C.
C 114"TEMPERED GLASS. TEST REPORT FTL-3102. I UltraCong I 'o"' Concrete(min.2,85 ksi) 1-14' 4�' 1-318"
D.5/8"INSULATED GLASS(1,G.);(2)LITES OF 3116"TEMPERED GLASS WITH A 114"AIR !lm—b Hollow Block(ASTM C90) 2-1/T 1,594' 1-1/4"
SPACE. TEST REPORTS FTL-4273,FTL-4275,FTL-4280,FTL-4285 AND FTL-434 1. Head/Sill Concrete min.1_5ksi) 12' 1.687" 1 1-34'
2.CONFIGURATIONS:SEE SHEET 3. P-hook Concrete(min.3.35 ksi) 1-114" 3" 1-3/4'
3.DESIGN PRESSURES:SEE TABLES 1-3 ON SHEET 2. 2 1/4"410 SS Elco Jamb Hollow Block(ASTM C90) 2-_1/2" 1-114"
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E CreteFlexdD Head I Sill 1. 1.657, 1-318"
1300. P-hook Southern Pine(SG=0.55) 1. 1. 11-118"
B.POSITIVE btsidN 05AYs BASED ON WATER TEST PRESSURE AND GLASS TABLES Jamb 11. 1.594" 1-3/8"—
ASTM E 1300. Head/Sill — 1. 1.6er 1-3/8" 1 1/8"
C,DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 3 #12 Steel SMS F-hook Southern Pine(SG=0.65) 1,VB' 1/8'
D.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Ty' (Gr-5) 2A 6063-T5 Aluminum
1 1.594- 1,VB- 1/8-
4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 2)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE.
7�w
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FBC.FOR ANCHORAGE DETAILS,SEE SHEETS 14-16.
5.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND DESIGN PRESSURE RATING IMPACT RATING
WHERE IMPACT RESISTANCE IS REQUIRED. Material Min.Fy Min.F.
SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE
6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD Steel Screw 92 ksi 120ksi SHEET 2 IMPACT RESISTANCE
SEAM SEALER. Elco UltraConOD 155 ksi 177 ksi
is 10 127.4 ksi 7.REFERENCES:TEST REPORTS FTL-3102,FTL-3116,FTL-3117,FTL-3596,FTL-4273,FTL-4275, k410SS Elco Cre,.Flext 189.7 ksi CODES/STANDARDS USED:
FTL-4277,FTL-4278,FTL-4280,FTL-4285,FTL-4341 AND 5095. 6063-T5 Aluminum 16 ksi 22 ksi :2017 FLORIDA BUILDING CODE(FBC),6TH EDITION
>ELCO ULTRACON AND CRETEFLEX NOA'S •2014 FLORIDA BUILDING CODE(FBC),STH EDITION
>ANSLIAF&PA NDS FOR WOOD CONSTRUCTION OASTM E1300-04
>ALUMINUM DESIGN MANUAL *ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL,ADM-2015
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF -AISIS100-12
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHz), -AISC360-10
9.GLAZING VINYL SPECIFICATIONS(ITEMS 36,37,&131):
A.PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM
PLASTICS,INC.
B.HARDNESS:70 SHORE A
C.SPECIFIC GRAVITY:1.43 R PItODUCI"NVW40
D.TENSILE STRENGTH:1450 PSI es-ittpWag with Mc nwiar
E.ULTIMATE ELONGATION:380% NOM.5/8"I.G. suldinjiCeit
Ac-pt...
N•
F. MODLILLIS@ 100%ELONGATION:590 PSI 1/4"AIR SPACE111 Ik4l2ft-36
1
G.TEAR STRENGTH: 210 LB/!N N _40X42,24,
10,METAL SUBSTRATE TO MEET MIN. 131
STRENGTH AND THICKNESS REQUIRE-
MENTS PER CURRENT FLORIDA BUILDING36 37 3116"TEMPERED
CODE AND TO BE REVIEWED BY THE S 3/16" 1/4" GLASS PRODOC r REVISED
AUTHORITY HAVING JURISDICTION. TEMPERED TEMPERED 3/16"TEMPERED -ftoplying-ithibeFID"
GLASS GLASS GLASS LkN.&Cod.
Ampf"geNo 17-09ZD-O5-
E.Pirsfift 9.1—CILrdt-A
GENERAL NOTES1 15 15 E.
3/8"GLASS
GLAZING DETAILS............ 1 3/8"GLASS BITE 77k4 S BITE 8'GLASS BITE
DESIGN PRESSURES....... 2
CONFIGURATIONS.... 3
ELEVATIONS..................... 4 -CEN V,
Q 19ke
VERT.SECTIONS..... 5
HORIZ.SECTIONS............ 6-8 3/16"MONOLITHIC GLASS 1/4"MONOLITHIC GLASS5/8"I.G.GLASS NO.68705
"X"&"O"CLIP INSTALL 9 —
E
PARTS LIST ....... 10 GLASS TYPE B GLASS TYPE C GLASS TYPED
EXTRUSIONS.................... 11-13
ANCHORAGE.... 14-16 1070 7ECHNOLOGYDRNE 0..
S
DETAILS&MAP
Rp*k-
ft-JR r ?04 05117 —0—-UPDATED-TO FBC-2017,-REV:ANCHOR-TABL.ErTHIS SHEET—- TH. ALUM.SLIDING GLASS DOOR,NON-IMPACT I
fL NOTES,GLAZING
cop�ffvxfr —11-11- ___.
A7. I IL R-P.
D' 757 =0� RE.#5870
7.K_ TSVU&04 I S I , Iii
COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3.
>EXTENDED SILL,2 1/2"HIGH >EXTENDED SILL,2 1/2"HIGH
INTERIOR INTERIOR 46
>SINGLEISINGLE INTERLOCK >SINGLEIDOUBLE INTERLOCK(OUTSIDE) -
>NO REINFORCEMENT(SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 8) 45
GLASS TYPES: GLASS TYPES:
B.FTL-3117&FTL-4277;3/16"OR 1/4"TEMPERED C.FTL-3102;1/4"TEMPERED
D.FTL-4280&FTL-4285;5/8"TEMPERED I.G.(3/167,1/4"SPACE,3/16"T) IS D.FTL-4273&FTL-4275;5/8"TEMPERED I.G.(3/16"T,1/4"SPACE,3/16'1T)
NOM. co OVER-ALL DOOR HEIGHT EXTERIOR NpM, uJ OVER-ALL DOOR HEIGHT
PANEL g PANEL O EXTERIOR
WIDTH c7 80"(6°) 84"(7°) 90"(76) 96"(8°) SINGLE/SINGLE g 80" 6° 84" ° 90" 75 96" 8°
--- ---INTERLOCK -- - W(DTM-� ( ) �� .- - -- - - - - -� --- _ -SINGLE/DOUBLE--
B
INGLE/DOUBLE_
a
B +65.0 -98.8 +65.0 -70.0 +64.6 -64.6 +60.0 -60.0 NO C +65.0 -127.1 +65.0 -120.0 +65.0 -110.8 +65.0 -102.9 INTERLOCK
24"(2) D +65.0 -107.1 +65.0 -80.0 +65.0 -73.8 +65.0 -68.6 REINFORCEMENT 24"(2°) D +65.0 -130.0 +65.0 -130.0 +65.0 -120.0 +65.0 -111.4 REINFORCED
e B +65.0 -82.7 +58.4 -58.4 +53.8 -53.8 +49.8 -49.8 C +65.0 -106.3 +65.0 -100.2 +65.0 -92.2 +65.0 -85.3
30"(2) D +65.0 -89.6 +65.0 -66.8 +61.4 -61.4 +56.9 -56.9 30 (26) D +65.0 -115.2 +65.0 -108.5 +65.0 -99.8 +65.0 792.4
36"(30
B +65.0 -72.3 +50.9 -50.9 +46.7 -46.7 +43.1 -43.1 ( ) C +65.0 -92.9 +65.0 -87.3 +65.0 -80.0 +65.0 -73.8
) D +65.0 -78.3 +58.2 -58.2 +53.3 -53.3 +49.2 -49.2 36" 3° D +65.0 -100.6 +65.0 1 -94.5 +65.0 -86.7 +65.0 -80.0
e B +65.0 -65.1 +45.7 -45.7 +41.7 -41.7 +38.4 -38.4 ( ) C +65.0 -78.4 +65.0 -78.4 ±+60.0 -60.0
+65.0 -65.8
42"(3) D +65.0 -70.5 +52.2 -52.2 +47.7 -7.7 +43.9 -43.9 42 36 D +65.0 -84.9 +65.0 -84.9 +65.0 -71.3
° B +60.0 -60.0 +42.0 -42.0 +38.2 -38.2 +35.0 X5.0 C +60.0 -60.0 +60.0 -60.0 +60.0 -60.0
48"(4) D +65.0 65.0 +48.0 48.0 +43.6 X3.6 +40.0 -40.0 48"(4°) D +65.0 65.0 +65.0 65.0 +65.0 X5.0
COMPARATIVE ANALYSIS: TABLE 2.
>EXTENDED SILL,2 1/7"HIGH
INTERIOR 46
>SINGLEISINGLE INTERLOCK pRooucl t4¢N�
>FULL REINFORCEMENT(SEE SECTIONS ON SHEET 7) w��"e�'j
46 Balding Cnde
GLASS TYPES: SEE NOTES 1&2 11hpimtf°R D__v
B.FTL-3116;3/16"OR 1/4"'TEMPERED POS. sy tc11.
D.FTL-0341;5/8"TEMPERED I.G.(3/16"T,1/4"SPACE,3/16"7) SILL DESIGN BOJnmb
NOM. m OVER ALL DOOR HEIGHT EXTERIOR HEIGHT PRESS.
PANEL co s rrtODucrRewSED
WIDTH � 80'(6) 84"'(7°) 90"(76) 96""(8°) SINGLE/SINGLE INTERLOCK 2 1N2" +65.0 h„���;,�wtwlh`FlO"QB
24"(20) B,D +65.0 -105.9 +65.0 -100.0 +65.0 -92.3 +65.0 -85.7 REINFORCED 13/4" +35.3 Ampumm c N" -D 4-2o•o 1'
E.30 25 B,D +65.0 -88.6 +65.0 -83.5 +65.0 -76.8 +65.0 -71.1 INTERIOR Nle
OT D° I$
( ) NOTES: SILL I RATED tCL. �.Li.4 s-
36"(30) B,D +65.0 -77.4 +65.0 -72.7 +65.0 -66.7 +61.5 -61.5 �\ + �+dlCaAtroe
Z7(7) B,D 1 +65.0 -65.3 +65.0 -65.3 +59.6 -59.6 +54.9 -54.9 1.POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 2 1/2"HIGH \� IV
SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 3/4"SILL. .............21/
48"(4°) B,D +50.0 -50.0 +50.0 -50.0 +50.0 30.0 +50.0 -50.0 NEGATIVE PRESSURES ARE UNCHANGED <<F
2.INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH * No.58705 '
*-_
CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE _ L-r-:
SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. A••, /q)* �Q`_
1070 TECHNOLOGYDRIVE _ __ - y"yb„ _ _ - - _ __ _ _ Off_.•• STA (V _N.V II FLU 75 DESIGN PRESSURES,NO REINFORCEMENT ',�FS+S;/o ORID�NG`�:
JR 04/05%7 �O NO CHANGESTHISSHEET. CERT.OFM/Ti1AMW ALUM.SLIDING GLASS DOOR,NON-IMPACT �I,I NAL,����
o,, sr°.d: a„�,e11 ori aovmr�romlr --- - ®- �► sn.e o.rara A.r A.LYNN MILLER,P.E. --F. 09/08/04 JJ. 04/D" � °ice SQD2500 /117.5 2 °� 16 757 p P.E.#58705
CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES:
R H. FIXED 1.MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL
A INTERLOCK LOCKSTILE R LOCKSTILE L'H' WIDTH PANEL TYPES IS 44 1/8".
INTERLOCK
2.MAX.DLO HEIGHT=91 3/4"
R.H. R.H. FIXED STANDARD
B INTERLOCK INTERLOCK S LOCKSTILE ASTRAGAL 3.DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKET AND ANY
COMBINATION THEREOF(LIMITED TO EIGHT PANELS AND
SEVEN TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE
R.H. REVERSE REVERSE FIXED UP OF THE APPROVED FRAME COMPONENTS SHOWN ON
C INTERLOCK � ASTRAGAL T ASTRAGAL LOCKSTILE SHEETS 12 AND 13 OF THIS NOA.
EXAMPLE MAXIMUM CONFIGURATIONS:
D LOCKSTILE R.H. REVERSE LOCKSTILE A.EIGHT PANELS ON FOUR TRACKS(CENTER MEET)
INTERLOCK U ASTRAGAL B.FIVE PANELS ON FIVE TRACKS(BY-PASS)
L.H. R H FIXED FIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL
E INTERLOCK INTERLOCK V LOCKSTILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS.
L.H. L.H. DOUBLE STANDARD
F INTERLOCK INTERLOCK W INTERLOCK ASTRAGAL
LOCKSTILE DOUBLE FIXED DOUBLE
G � INTERLOCK Y LOCKSTILE INTERLOCK
H INTERLOCK INTERLOCK Z LOCKSTILE LOCKSTILE
DOUBLE DOUBLE DOUBLE FIXED
INTERLOCKINTERLOCK YR INTERLOCK LOCKSTILE
J LOCKSTILE CC �� STANDARD DOUBLE PRODUC(mpw
ASTRAGAL GR INTERLOCK LOCKSTILE PW■swwerll&
lluidl.g Cele
AcceptunceNo I •Q,S
E�picedon Da¢r '
K INTERLOCK LOCKSTILE LR ASTRAGAL INTERLOCK taisml4pl I ��
L.H. STANDARD STANDARD DOUBLE PRODUC F REVISED
L INTERLOCK ASTRAGAL WR ASTRAGAL INTERLOCK Wca PlYl-9-ithl6e Fled&
buxllrt�Code
_ Acce;uonc No �'�c12p•O Y
LOCKSTILE L.H. DOUBLE R H Ecp3r m
M Dete 2i l%
INTERLOCK D S INTERLOCK INTERLOCK E
c,
STANDARD L.H. L.H. DOUBLE •``��ONY.LYNN
N ASTRAGAL INTERLOCK SD INTERLOCK INTERLOCK 'C�'�%CEN �V
R.H. FIXED No.58705
P INTERLOCK LOCKSTILE _ *=
p t �. ;
10707ECHNOLOGYDRWE °'°"ym'`' _ _ _ O S( TE :.
N.VENICE,FL 34Y75 . 777 T
— PANEL TYPES �.,�s'••c<ORIDP,.•'����
/9+1/460-1e00 ,
JR 04/05/77 _�O _NOCHANGES_THISSHEET. CERT..OFAun,.as M _ _ _ ALUM.SLIDING GLASS DOOR,NON-IMPACT
umm elc mre: ureamee.Wore: vormotFs,urc. ® s.inneose sur: sn�e u..Wna. a.r A.LVN<fIG1ILL ,tP.E.
F.K. 09/0$/04 J.J. 04V=Y .uLRMrrtsrresmvm SGD2500 NTS 3 "t 16 757 P.E.#58705
441/8"MAX.DAYLIGHT OPENING FOR 48"NOMINAL,ALL CONFIGURATIONS
753
F r 80" w MAX. 80"
jf jf U MAX. Jf Jf jf /f DAYLIGHT MAX
/ HT. p / / OPENING
a a a
48"NOM.MAX.PANEL WIDTH —}.- =i 48"NOM.MAX.PANEL WIDTH
Pxxp pXXXO or OXXXp NOTES:
1,SEE SHEET 3 FOR PANEL TYPES.
2.DLO WIDTH=NOMINAL WIDTH-3 7/8"
" 3.DLO HEIGHT=DOOR HEIGHT-4114"
DLO
HT. /
DLO
WIQTH
48"NOM.MAX.PANEL WIDTH }► —*-{ 48"NOM.MAX.PANEL WIDTH —} ---- =i
OXO OXXO or XXXX
PRODUC'G RENS
"coBuma w4fT
Arotpooao No 1 p 267 0_C
id-
[U X >
U 913/4" 96"
0
D. MAX. MAX. ems+WvISED
o9g C g w�ib t FFxNh
DAYLIGHT HT, fwuling Cudc
OPENING AmpfaouNo 17-01f2,0.6y
B�Pkef4o Due
-�'`- 2.Y l`d
T 96" 96"
T MAX. MAX. Ik__�: i �-
39" HT. HT. DeOpP uc�Cwleal
TYP. �\C�`I LYN1iJ
48"NOM.MAX.PANEL WIDTH i 48"NOM.MAX.PANEL WIDTH }-"-- =i ti��1.:'��cENSF •.(����
Xp or pX OX or XO pXXXO or OXXXp _*; No.58705
='o tz
1070TECHNOLDDYDRNE O1° "` STA E F
— N.vENre�FL34zls EXAMPLE ELEVATIONS ', FcoRroP,. �'�•
Jen/aso-fsos �:�`S'q/
t7tvA�--�G�``
for omu: cENr.OFA1RH r2szss — ALUM.SLIDING GLASS DOOR,_NON IMPACT_.. Gy 'I `- .- —�—
JN 04/0 17 O NO CHANGES THIS SHEET.__- ----- cuvrxrrrrea�ii-'---'-'-'-- - s.�aan.t smc Bn"e "" o�+.`skc. ^^' A.LYNN ill IIL�t3,fP.E.
---- - 6y. — ct tae mm: a+ra�us rrG scOzsOo NTS 4 16 757 {� P.E.#88785
F.K 09/08+04 J.J. 04V2106
z12 --� ;-; 212 �- l -1
L� L� L� L-
216 (5-TRACK HEAD&SILL SHOWN) 211 214 216 (5-TRACK HEAD&SILL SHOWN) 211
74
215 217 215 217
--
—EXAMPLE MULTI-PART EXTERIOR FRAME- -- - EXAMPLE MULTI-PART INTERIOR-FRAME-------------- -
71 71 71
76
76 76
EXT. INT. EXT. INT. EXT. INT.
941/4"
MAX. MAX.
HEIGHT DLO
ALL ALL
CONFIG. CONFIG.
NOTE:ITEM 74,
INTERIOR SILL IS PROUOCf R6Nwwo
NOTAPPROVED 6sroo�tty'Cyrlth�e!l�r6v
WHERE WATER 1 diff We
77
EXTE R 70 EXTERIOR INFILTRATION IS
REQUIRED. ■ml Iq
L�....,-
77
PRODUC r REVISM
® ® ® bq•plylmR KN.1ke nm*u
n=cede
O e -TO 8 21/2" O 8 77 AceeploaceNo l 042a.Us
13/4" E.ptralrnu.lc1�
VV LYNV
NOTE: `fit.• \GENSF''.C(
MAX.DP W/13/4 -
SILL=+35.3 PSF VERTICAL SECT. 72 VERTICAL SECT. 72 VERTICAL SECT. _* No.58705
STANDARD SILL EXTENDED SILL INTERIOR SILL40
= o
- -- - - - -.6:ST nE.
10707ECHNOLOGYDRIVE m"md" ��T '�(ORIDP.•'•.\��
N.VENICF-FL 34275 VERTICAL SECTIONS ���`ss/p ORkD NG��;
(941)480.1600 7 \
� m� ae wen CER7_oFAu7ttaz9zss_ _-—— ALUM._SLID/NG GLASS DDDR,-NQN-IMPACT �I c1.I-rrrrl 0---
1R -
-" - --- --- --"JR--" 04/05117 -1-0-1-NO"CHANGES"THISSHE
cOPmrrx7omn s"nmamaec sovrr �'°°� m"""qN" - A.LYNN MILLER,P.E.
—F.
ein ar mem. Guam mere. PoTMOUSRUES,WC ® SOD2500 112 5 ^� 16 757 O P.E.#58705
F.K. 09/08/04 J.J. 00/07/08 au wcrosr+Esmvm
SECT.A-A �� ��
SECT.D-D SECT.E-E
_ _ _ _ — Q INTERIOR
-—~ 0 0 1 (ALL SECTIONS)
_ 1
--- -- ----- - ----- - --- \ ----�\- EXTERIOR
SECT.B-B SECT.C-C
SINGLE/SINGLE INTERLOCK EXAMPLE W/NO REINFORCEMENT(TABLE 1,SHT. 2 DESIGN PRESSURES)
ss
24 OR 121
X 1 OR 101
X
X
s OR t0s X OR O X
Eq
SECT.A-A
MOVABLE INTERLOCK 10B °R s SECT. C-C
AT P-HOOK SECT. B-B LOCKSTILE AT ASTRAGAL
MOVABLE SINGLE/SINGLE INTERLOCK �r�u
Omar c�
A �rom - 'Z •oS
76 AND77 6 OR 106 X OR 1 101 �Dlrntlon �(
O O OR BY Isl. •
MImO Had#
O O O
— r+iooucreevisee
O O AIR SPACER, u IGMIJIYln6%*b the Flo,i&
WMinxcd'
TYP.ALL SECTIONS USED ONLY WITH AW�eteNal7-bN2p,Us
X FIXED PANEL,O E' "�'
78 73
iR c—
SECT. D-D P��.•' �10ENSF'•,C��
NO.58T05 E-E
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. '*; .
LOCKSTILE AT JAMB =
v : -
"- - - - 1070 TECHNOLOGYDRWE - ° "' - SOT'• S TE OF
N.VENICE,
1 96a1�75 _HORIZONTAL SECTIONS, TABLE 1- DPS '. S,'••F.oRioP•.••
SJR* 04/05/17 O— NO CHANGES THIS SHEET. CERT.OFAUTH.#29296 ALUM.SLIDING GLASS DOOR NON-IMPACT ���''SiINAL
onwney: Dem: cnecma oem: po usvwwta,i —-—— __®— Ss wtiaa.c,0 %2 6 18 n ftn 757 � A.LYP.E.#58705
ILLER P.E. —
F.K 09/08/09 J.J. 00/02/06 w.weinsaesmvty
SECT.A-A —_ SECT.H-H SECT.E-E
----i-- --- – ----- – – --- 4 0 INTERIOR
o o (ALL SECTIONS)
_ I
--- --� ----- - I----- \ I --- - - ---- �\-- � EXTERIOR
SECT.F-F SECT.G-G
SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT(TABLE 2,SHT.2 DESIGN PRESSURES)
ss
46 LR846
RXXs OR los XOROX
SECT.A-A
MOVABLE INTERLOCK 106 °R 6 SECT. G-G
AT P-HOOK SECT. F-F LOCKSTILE AT ASTRAGAL
MOVABLE SINGLE/SINGLE INTERLOCK PRODOCI RcwIDwwa
a-, mwogwith me
Deldlog Code -
AmplaoenNo IF5--'0�17o5
76 ANDD 6 OR X OR O 1 OR 101 ��pleauocDe „ �(/R
O O O
PRODUC P REYISM
70=0 AIR SPACER, kcdi�PCWith lb,F7o�id�
TYP.ALL SECTIONSN.
Auepleece 1-7-e)
2
USED ONLY WITH
x FIXED PANEL,O
78 73
C77
46
SECT. H-H
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E-E *:: No.58705 =
LOCKSTILE AT JAMB -U
-" - -" -- 10707ECHNOLOGYDRIVE - os0 -" -- �••. �11TE F- --
N.�i1�60275 HORIZONTAL SECTIONS, TABLE 2-DPS '%F0*--*ORIDP,.•'G\�,�
.....
CERT.OFAU711..9=9B ALUM.SLIDING GLASS DOOR,NON-IMPACT ��'���NAL
JR 04PoSH7 O NOCHANGES THISSHEE_T.
_ - —: G�raee.onm: aormcHremn — __usm ®—sa..*aam soe: sn..e u..*mNa �+ A.LYNN MILLER P.E.
F.K. 09/08/04 J.J. 041=6 ��i.TR nEswvm SGD2500 1;2 7 ^� 16 757 P.E.#58705
SECT.A-A SECT.J-J SECT.E-E
-— O INTERIOR
-- 0 0 I (ALL SECTIONS)
---� - ----- --- - - -—-—-—- I EXTERIOR
SECT.1-1 SECT.G-G
SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT(TABLE 3,SHT.2 DESIGN PRESSURES)
ss
24 OR 121
OOR 46461OR45s OR losXXORO X
SECT.A-A
MOVABLE INTERLOCK 33 OR SECT. G-G
AT P-HOOK SECT. 1-1 LOCKSTILE AT ASTRAGAL
MOVABLE SINGLE/DOUBLE INTERLOCKhuft Coe
r �
a *un�ep.
1�RCp1epC!1p��j�70r
76 AND 77 106 OR 6 1 OR 101Pl•atiopeustJ--7Ci
46 X OR O
O as—pig-2
TREVIseU
a—p
O O 45 4k"g Cow ehc Floefd
6
AcctNssce Ne p
USED ONLY WITH Eyir.ew YbIc� ��
X FIXED PANEL,O 78 73 ��Wr W.
i
O �o...
134 OR �ICENS� V,('%
SECT.J-JSECT. E-E = :' No.58705 ��' '
FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB =� : a 4 An *=
S,' E !�•:Buz;
-- 10707ECHNOLOGYORIVE ° - - - �-T" R F- (U —
N.VENICE FL 31276
ft.R HORIZONTAL SECTIONS, TABLE 3-DPS �.FS •<�RIDP,••'���;
(001)480.1600
�' �ONAL ENG``•
J 04/05/17 nep NO CHANGES THIS SHEET. CERT.OFAUTH.A79296 ALUM.SLIDING GLASS DOOR,_NON_IMPACT 7 1I_IJll1It
p'�' crre mea �' vcrq wc. ® s.nr .e smc A.LYNN MILLER,P.E.
F.K 09/08/04 J.J. 04/07/06 w.wcMs�s�nm SGD2500 1�2 8 d 16 757 P.E.#58705
(1)FIXED PANEL CLIP(TOP)INSTALLED ON
EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME HEAD
(2)FIXED PANEL BRACKETS INSTALLED o I
ON EACH FIXED PANEL TO ATTACH FIXED
PANEL TO FRAME JAMB INSTALL W/#10x1"SMS(4)
76
/ 1 RE-INSTALL#10x3/4"---— --- - ----- - -- - - -
` ° PANEL SCREWS(2)
i
78 63 1/4'
n
INSTALL W/ 32„ INSTALL W/#1Ox1"SMS(4)
#10X1" —_
"off SMS(2) RE-INSTALL 1/4-20
PANEL SCREW(1)
fix of -- +
/� \\ (1)FIXED PANEL CLIP(BOTTOM)INSTALLED
ON EACH FIXED PANEL AT THE INTERLOCK POSITION
TO ATTACH FIXED PANEL TO FRAME SILL
n�/n
�\ /�lk
rrXrr FIXED PANELS
�, rsmrr RSNB
(1)TRACK CLIP ASSEMBLY INSTALLED 0' " PozI70►ear
lCCU°
ON EACH ACTIVE PANEL AT THE INTERKOCK
POSITION TO SECURE THE ACTIVE PANEL TO \ n ¢' -r7�Fi7o
IT'S RESPECTIVE SILL TRACK
sfdb
/ o f REVISED
...,j,
66 r� o ��.,,,plyegwjth the F%r+a.
' IwWing CO&
AcaW„c°N°I
1 I 8 E�plreN„O,te�Z-1.�1Q
67 \,68
LIGENSF•.�(��i
No.58705
OPERABLE PANELS
* *-
y ��r 0
-- - ---- - - 1070 TECHNOLOGYDRNE - - u"b°" - - - %0ip'•: FT TE p ..•��` —
N.YENICE,FL34Y7s TRACK CLIP$FIXED CLIPS INSTALLATION '��s �oRIDP•..•'���:
P41/4e0-1600i`/'ONAL ENG``•
10A17___ . -NO CHANGES_THIS.SHEET CERT.OFAUTN.929M _ ALUM.SLIDING GLASS DOOR,NON-IMPACT
A.LYNN MILLER,P.E.° °mPFK D0m9/08/04 J.J. 040/ �12 9yW16 757 E.#58705
----------------
V
IIFM PART DESCRIPTION PGT# 111M PART h DESCRIPTION PG1W ITEMS#5,10,14,16,22,25,
1 708 LOCKSTILE,MONOLITHIC 69362 62 522 COLONIAL INTERSECTION 41630 32,34,35,38,41,43,44,47,
2 LATCH ASSEMBLY OCK MOCK 63 124 APPLIED COLONIAL MUNTIN 66631 48,50,59,65,75,79-89,
3 LATCH ASSEMBLY UMM 91-105,107-110,112-114,
7DUMY 64 1240 1/16X 1 FLATBAR 68926T52 116-120,122-129,132,133,
4 #10-32 X 1.25 PH.FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 41754B/W 135-200,205-207,219,221,
6 705 INTERLOCK(STD.),MONOLITHIC 69409 67 756 TRACK CLIP COVER 6756B/W 223&224 ARE NOT USED
7 1119 #lOX.750PH.PN.SMS-S.S. 7S134X
68 #6 X 3/8 PP SMS 18-8 SS 76X38PPAX AND ARE NOT PART OF
8 1/4-20 X 1.125 PH.PN.MS 7142OX118PPMSX 69 740 HOOKSTRIP(P-HOOK) 63713 THIS APPROVAL.
9 1209 W STP,.187 X 320-PILE 6FELTK 70 722A HIGH-RISE TRACK ADAPTER 69371
11 706 TOPRAIL MONOLITHIC 68172 71 702 2-TRACKHEAD 68179
_ --12-- 128i—WSTP;:187-X.290FIN SEAL 61281W - -
72 703B----2-TRACK-EXTERIOR SILL- 6703B-
13
703B 13 725B TOP PANEL GUIDE 41801 73 704 2-TRACK JAMB 68180
15 707C BOTTOM RAIL,MONOLITHIC 68173 74 1637 2-TRACK INTERIOR SILL 68275
17 726 BOTTOM PANEL GUIDE 41802 76 717 1FDCED PANEL CLIP,TOP 7I.A 13A
18 661 SINGLE ROLLER A SSY. 7SRAZ 77 717B FIXED PANEL CLIP,BOTTOM 7717FPCA
19 661 SINGLE ROLLER ASSY.-S.S. 7SRAX 78 646 FD{EDPANEL BRACKET 41814
20 683 TANDEM ROLLER ASSY. 7683Z 90 1136 46 X 1/2 PP SMS 76X12A
21 683 TANDEMROLLERASSY.-S.S. 7683SS 101 736 LOCKSTILE,I.G.GLASS 60392
23 609 ASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK(STD.)I.G.GLASS 60393
24 720 ASTRAGAL ,MONOLITHIC 69492 111 618 TOP RAIL,I.G.GLASS 69088
26 653 LATCHKEEPEK 7SDKEEP 115 619 BOTTOM RAIL,I.G.GLASS 69089
27 653 L.ATCHKEEPER-S.S. 7SDKEEPX 121 737 ASTRAGAL,I.G.GLASS 60394
28 #8 X.312 PH.TR SMS 78X56A 130 5/8"I.G.GLASS;3/16"TEMPERED
29 729 JAMB BUMPER 72087K 1/4"SPACE,3/16"TEMPERED
30 #6X.375 PH.PN. SMS 76X38PPA 131 1006 GLAZING VINYL-INSULATED GLASS 658GLX
31 663/664 BUMPER SHIM .030 OR.060 41831 134 745 DOUBLE INTERLOCK(STD.),LG.GLA SE 60551
33 734 DOUBLE INTERLOCK(STD.),MONO. 69494 201 629 1-TRACK HEAD,POCKET DOOR 68176
36 1007 GLAZING VINYL-3/16 6T304
37 GLAZING VINYL-1/4 614GLK 202 628 1-TRACK JAMB,POCKET DOOR 6628
fa�Ducc
203 666 OPT.SCREEN RAIL,POCKET DOOR 61394
39 3/16' TEMPERED GLASS 204 627 1-TRACK SILL,EXT.POCKET DOOR 68178M � c6fe
40 1/4"TEMPERED GLASS ne«plan«No�9
42 645 ADD-ON STILE OXO OIC 69112 208 631 3-TRACK HEAD 68182 Eapleallon Ba@B
45 755 1/2 X 15/8 REINF.-ALUM 6755M 209 632 3-TRACK JAMB 68183
46 1214 1/2 X 11/4 REINF.-ALUM. 61214M
210 633 3-TRACK SILL,EXT.W/SCREEN RAIL 68184M mi D°ddr
49 749 REINFORCEMENT SPRING CLIP 7BRKTM25 211 613 ADD-ONTRACKHEAD 68187 FRODUCrREV1See
212 614 ADD-ON TRACK FOR FRAME HEAD 68185 &'—Piyi-9 will,the Fl W:
51 1040 MORTICE LOCK EADIAT 71040 boM11"R code
213 617 2-TRACK FRAME 68188 Amiplaece Na O
52 1040-2 MORTICE LOCK(DEAD LATCH)S.S. 71040X E,r,«yo 41e ' Ltzo•�•S
53 CYLINDERMOUSINGASSY ORTI 70288K 214 615 3-TRACK SILL.,ADI)-ON 68189M ���$
215 616 ADD-ON TRACK W/SCREEN FOR 68190M `1��� �`�"
54 1016 #8 X.625 PH.EZ.SMS 7858ZA .v aL1 1 �C,b�r�
55 657 BACKING PLATE(MORTICE) 4183ON 216 634 ADD-ON HEAD 68186 %I I I I I S
56 1045 MORTICEHANDLESET 71045 217 635 ADD-ON SILL 68191M ��pNYLYNv"',,�
57 COVER PIATE 7VT43 218 638 LOW-RISE 2-TRACK SILL,EXTERIOR 68952M .' (��
?�
58 659 MORTICE LATCH KEEPER 7SDSP5X1 220 636 1-TRACK SILL,INTERIOR 68274M * No.58708
60 11239 3/16"APPLIEDMUNTIN 68421 222 671 LOW-RISE 1-TRACK SILL,EXTERIOR 160803M
61ct
665 1COLONIALENDPIBCE 41628 1 225 1732 HIGH-RISE TRACK ADAPTER 168313M
10707ECHNOLOGYDRNE _— _-off __ _ _ _ O STA 1F
N.vE'cE, 75 PARTS LISTS %�s''•R,<ORIDP,•••'����
o.4 wwo. S�ONAL
JR -0aro5r17 _o —NO_CHANGES-THIS-SHEET. CERT.oFAunl. 9ze�- _ __ ALUM.SLIDING GLASS DOOR,NON-IMPACT J�arrrl-rr���� _---
---- o,,,,,�; p,� Grd�O �: aovrerr vwff ® >+�+�' >+� > o.ao�a �: A.LYNN MILLER P.E. --
F.k 09/081D4 JJ. OIN1/OB °� SGOT500 NTS 10 d 16 757 O P.E.#58705
�- 2.437 1 Tf� 2.310 --�{
�- 2.310 f� 2.310 �{ L
032 1.452
.890 ff +{ .890 If TE;2T .093
-rt .062 1.816ED
1.816 093 O I.G.LOCKSTILE�
062 101 MAT'L: I.G.INTERLOCK
1.375 1.375 MATL:6063-T6
1 #736
J- 106 #735
�{ OP IL �{P RAIL I.G.DOUBLE INTERLOCK STD.DOUBLE INTERLOCK r- 2.437
I.G.TOP RAIL TOP RAIL MATL:6063-T6 MAT'L:6063-T6
- -" -MATL-:-6063-TS---- MAT'L:6063-TS 134 #745" ----" --- 39 #734-- - -- 1.032 2.310
111 #618 11 #706 O 062
STD.LOCKING STILE' 1.452
OMAT'L:6063-T6 .093
#708
STD.INTERLOCK
1.036 MAT'L:6063-T6
2.562 r - 2.562 -� O #705
.062 .062
2.438 2.438 1.096 1.575 1.096 1.575
1 1
2.845 2.845
1 .890 F-- .890 f~
125 .125
I.G.BOTTOM RAIL BOTTOM RAIL
MATL:6063-T6 MATL:6063-T5
115 #618 15 #707 MAT'LSTRAGAL H.D.6063-T6 MATLS66G6L
121 #737 29 #720 +'RODUCf
+n�R.a>aa
Aeftptcae Not -d 20 -U S
Eipirnena Dam_ �.I ty
ey IcL
- .500 500r O O O O 6�1nm1�d �mBkel
Tr I o 0 o Q PRODUCE REVISED
ncampiylno with 14e Fiarti6e
1.611 1.250 I II haimnRcod.c
1.750 ��1.000 Y� 1.750 nccrpo�ceNal� Ok2o.Oj
1 1.000 - IE kale Date Cl Z\`�
45 REINFORCEMENT 46 REINFORCEMENT + aW PP&p wl�,dlf�t -
MAT'L:6063-T6 MAT'L:6063-T6
#755 #1214 2.000 0 1.750 1 1 1 1 111j 1
.125 .125 ��` 0 ......
NOTE:ITEMS 45 AND 46 LENGTH=PANEL HT.-4 1/4" 1�,•' 0CENSF
OFIXED PANEL CLIP,BOTTOM FIXED PANEL CLIP,TOP =* No.58705 =_
MAT'L:6063-T6 76 MAT'L:6063-T6
#7176 #717 0 t , -
p •, ST �'.•���
----- -- - 10707ECHNOLOGYORNE �`
N.-NICE,FL 34275 EXTRUSIONS,PANELS ;mss •••SoRIDP..••'\��
wY.aer mm: rra„w,,. (sol/4eo-lsoo ,m� is/Oty
-- ---- ----
JR- 04105117-_-0-1-NO-CHANGES-THIS CERT.OFAUrH.#M96 _ ALUM.SLIDING GLASS DOOR,NON-IMPACT 11 n l I i l l l
wrrwt .Xff s' '' - OYe161- 7 A.LYNN MILLER,P.E.
-W �� � � t�orWUSTRs,o2 ® SGD2500 NT3 11 m 15 757 0 P.E.#58705
FX 09/08/04 J.J. 0407100 w.wwrrsaEsmvm
r
o,
1'
.660 -
L 3.624
1.000 IT
T 1.687 REF. •062
2.500
ANCHOR
HOLES i
.062 --��-
79 2-TRACK HEAD 70 HI-RISE TRACK ADAPTER
_MAT'L 6063-T6
-- #702 MAT'L:6063-T5 -
#722A
3.500 —moi
062
.687 � � 2.370
.060
1.594 REF.
ANCHOR HOLES 1.010
2-TRACKJAMB
73 O HOOKSTRIP
MA7L:6063-T6 69 MAT'L:6063-T5
#704 #740
1.687 REF.
ANCHOR7 l — .062
HOLES
1.750 .50000
.750
I 062 �r- 203 OPTIONAL SCREEN
Imo— 4.676 RAIL,POCKET
MAT'L:6063-T5 ttasa 1
72 2-TRACK EXTERIOR SILL #666
MA-PL:6063-T6
#703B BYl5
k!lamT Ye 1, hate,
.550 �I ♦•-
MtODUC f REVTS@D
1ANCHOR """P'Aaq with the Fll ha.
-"nz Cade
HOLES 1.750 AaeWamreNo 17-D 71.p
E>.P4atlen R.ta -ZZ 1$
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.562
I FI� 225 HI-RISE TRACK ADAPTER �� �
I — 3.798 —moi MAT'L:6063-T5 %GENSF �C��
#732
74 2-TRACK INTERIOR SILL _*: N0.58705 '
MAT'L:6063-T6
#637
ST TE OF
"- 1070 TECHNOLOGYDRIVE 10.�
N.VENICE,FL 34275 EXTRUSIONS,FRAME ' IONAL EAG
(941)460.1800
Ravmep O1 CERT.OFAUTH.09296 ALUM.SLIDING GLASS DOOR,NON-IMPACT �JR 04/05/17 NOCHANGES THIS SHEET. Pore S0 NT$ 2 m 16757 O A.LYNN MILLER
58 O5�P.E.F.K. 0910810J�0
J. 04/02/06 ,ul.arrirrsn�smvFa
f
ADDED FRAME COMPONENTS
5.218 � I LI~ 4.016 �� �� 3.002 -►1 � 1.800
1.000 .7150 .950 .750 1.000 � 1.000
.062 -4- T •062 -�{�- T �{�►T .062 .062 �{
RACK
211
ADD-ON
AD FORRAMEH 6D 218 ADD-ON
OEAD
208 3-TRACK HEAD MT'L:063 T6 MAT'L:
FRAME
MA 6063-T6
- -
#614 - - #634- ---------
- - - - - MAT'L: -
_ __ #613_
_ #631
062
.062 � 1 ,440 �{
.687
687 .062
93.187 T .625
5.094
2-TRACK FRAME, 2.394 -�
213
3-TRACK JAMB JAMB ADD-ON 222 1 TRA R OR W/ADD-ON-RISE
209 MAT'L:6063-T6
MAT'L:6063-T6 #617 MAT'L:6063-T6
#632 #671
J 0622 0 062 440
1.250 � •062
562 562 .562 .627
T6.184 5.582 3.988 �{
PRODUC'1'IENBWpy9
O 'm eomvlyingwitti 16eN9eelar
3-TRACK SILL,EXTERIOR
3-TRACK ADD-ON SILL 218 2-TRACK SILL,LOW-RISE Duldlna Code
210 W/SCREEN RAIL 214 MAIL:6063-T6 EXTERIOR W/ADD-ON ACpimflo a No -07-0�tQp`
MAT'L:6063-T6 #615 MAT'L:6063-T6 Csvlr+fion Dave S�
#633 #638 RY hu-- •��
&eJaml Dale'
PRODUC f REVISED
V a-vlylna wilb a.F%Kd.
� b.MinR Code
Att'epl.aee No -D V•Zo
E■Mreii..arle C77�11�
L 062 �_ 062 062 .062
.562 .562 .562 .562 0%4 p dud CO.frtd
�1111III/
Y LYN �.,
�-- 2.446 i 1.844 �- 3.798 r e 2.204 �`\ 0�ICENS�
�r• ,...... ..!Llj
2-TRACK SILL,
215 ADD-ON TRACK W/ 217 1-TRACK ADD-ON SILL 119 INTERIOR W/ADD-ON 2� 1-TRACK SILL, F '.(
O SCREEN FOR FRAME SILL P'
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MINIMUM ANCHOR QUANTITIES TABLE 4. NOTES:
DP TABLE REF.> SHEET 2,TABLE 1. SHEET 2,TABLE 2. SHEET 3,TABLE 3. 1.ANCHOR TYPES:
GLASS TYPE> B,C OR D B,C OR D C OR D 1)1/4"ELCO ULTRACON 2)1/4"ELCO SS4 CRETE-FLEX 3)#12 STEEL SCREW(G5)
INTERLOCK&> SSN(SEE NOTE 3) SSR(SEE NOTE 3) SDR(SEE NOTE 3) 2•GLASS TYPES: B-3/16"TEMPERED C-1/4"TEMPERED D-5/8"TEMPERED I.G.
REINFORCEMEN7 HEAD& HEAD& HEAD&
ANCHOR TYPE SILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P-HOOK 3.TABLE ABBREVIATIONS:
&SUBSTRATE CLUSTER CLUSTER CLUSTER SSN-SINGLE/SINGLE WITH NO REINF.AT INTERLOCK&ASTRAGAL,(SHEET 6)
J J J W J J J -1 J J SSR-SINGLE/SINGLE WITH FULL REINF.AT INTERLOCK&ASTRAGAL,(SHEET 7)
IQ wF ¢ < w w ¢ < ¢ < ¢ ¢ SDR-SINGLEIDOUBLE WITH FULL REINF.AT INTERLOCK&ASTRAGAL,(SHEET 8)
w w w w w w w w w w w w w w w w w WD-WOOD SUBSTRATE
w " � cc � � w x0g . . g � � Ia: it If
NOM. cn U cn U 0 cn cn c�S L) cn 0 0 cn c.0 L) co U O cn U U to U U AL-ALUMINUM SUBSTRATE
z z z z z z z z Z Z Z z z Z z z z Z
PANEL UNIT O O pp O O pp O O pp 0 O pp O O pp O O �p] O O ��]] O O O O 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING:
WIDTH x HT. � v v 5 U O $ U U $ O U 5 U_ o_ 5- — 0 5 — 0 5 0 U. � 0.
N N N N N N N N N N fV N N N N N N N
24.000 x 80.000 C6 C6 C61 8 8 8 5 5 4 76 C6 C6 8 8 8 4 5 4 C8 C8 C6 8 8 8 5 5 5 JAMBS AND P-HOOKS SPACING-6"MAX.FROM CORNERS AND 28"MAX.O.C.
84.000 C6 C6 C4 8 8 81 41 41 4 C6 C6 C61 81 81 8 4 5 4 IC81C8 C6 8 1 81101 5 5 5
90.000 C6 66 C4r_8 8 81 41 41 4 C6 C6 C6 81 81 8 4 5 4 C8 C8 C6 8 8 10 5 5 5 HEAD AND SILL SPACING-6"MAX.FROM CORNERS AND 22 5/16"MAX.O.C.
96.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 4 5 4 C8 C8 C6 8 8 10 5 5 5
30.000 x 80.000 C6 C6 C61 8 8 8 5 51 4 C6 C6 C6 8 81 8 5 5 4 C8 C8 C6 8 10 10 6 6 5 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL
84.000 C6 C6 C41 8 8 8 4 41 4 C6 C6 C6 8 8 8 5 5 4 C8 C8 C6 8 10 10 6 6 5 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT
90.000 C6 156 C4 8 8 8 4 41 4 C6 C6 C6 8 8 8 5 5 4 C8 C8 C6 8 10 10 6 6 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK
96.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 4 C8 C8 C6 8 10 10 6 6 5 SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD,
36.000 x 80.000 C6 C6 C61 8 8 8 5 5 5106 C6 C6 8 8 81 5 5 5 C8 C8 C6 10 10 10 6 1 61 5 SILL AND JAMB TRACK SECTIONS.
84.000 C6 C6 '4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 5 CB C8 C6 10 10 10 6 6 5
90.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 5 C8 C8 C6 10 10 10 6 6 5 ANCHOR ""MAX.
96.000 C6 C6 C4 8 8 8 4 4 4 C6 C6 C6 8 8 8 5 5 4 C8 C8 C6 10 10 10 6 6 5 LOCATION, 8"MAX.
42.000 x 80.000 C6 C6 C4 8 8 8 5 5 5 C6 C6 C4 8 1 8 8 5 5 4 C6 C6 C6 10 10 10 6 6 5 TYP.
84.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C41 8 1 8 8 5 5 5 C6 C6 C6 10 10 10 6 6 6
90.000 C4 C4 C4 8 8 8 1 4 1 4 1 4 C6 C6 C4 8 8 8 5 5 5 C6 C6 C6 10 10 10 6 6 6
96.000 54 C4 C4 8 8 81 41 41 4 C6 C6 C4 8 8 8 5 5 5 C6 C6 C6 10 10 10 6 6 6 ASTRAGAL OR
48.000 x 80.000 C6 C6 C4 8 8 8 5 5 5 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 5 INTERLOCK,TYP. (4)ANCHOR CLUSTER-C4
84.000 C4 C4 C4 8 8 8 4 4 4 C4 04 C4 8 8 8 4 5 4 C6 C6 C4 8 8 10 5 5 5 16"MAX•
90.000 C4 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 5 C6 C6 C4 1011011016 6 5 8"
96.000 54 C4 C4 8 8 8 4 4 4 C6 C6 C4 8 8 8 5 5 5 C6 C6 C6 10 10 10 6 6 6 MAX
INTERMEDIATE HEAD/SILL ANCHORS,TYP.,
(2)ANCHORS PER LOCATION(2-TRACKS, 1 11/16"MIN.O.C.TYP. iwonuC7 Ameww
SEE SHEET 16 FOR 3&4 TRACKS a �vbin6 Rath me norkp
28"MAX.O.C. " Balding Cove
Actxptvott No -
EXAMPLE (6)ANCHOR CLUSTER-C6 E�pl,p(lpp Date ��
2 ANCHORS 48"NOM. 48"NOM. 48"NOM. 48"NOM. SOLUTION
AT EACH EXAMPLE USES U U U HEAD&SILL=6"MAX.FROM wtivml oveeuvee Mae" •~o ea'T~
LOCATION, 8 JAMB O O O 16"MAX.
CORNERS,22 5/16"MAX.O.C.AND C6
(2-TRACK); ANCHORS o' 28" 8" ?RonuCVRevWen
3 ANCHORS Lu u ANCHOR MAX AT EACH ASTRAGAL OR INTERLOCK. MAX eseavp$tpgwtt0 i�F7ovkle
TOTAL.SEE z z z LOCATION, JAMBS&P-HOOKS=6"MAX.FROM ► xc.ev
AT EACH SHEET 16 FOR Ix a a P 1 C CORNERS AND 28"MAX.O.C. °ttNo LZ-O {�'•ps
LOCATION, ADDITIONAL O O O ( )~ } �6 eIm ZZ
(3-TRACK); TRACK J PER AT
4 ANCHORS < < < P-HOOK TOTAL AT HEAD=30 ANCHORS �^ tl
APPLICATIONS 0 0 0 Y
(2+2+C6+2+C6+2+C6+2+2=30)
PFR 96"ATEACH O TOTAL AT SILL=30 ANCHORS
I I LOCATION, m MAX.
4-TRACK 2 U) rn O = (2+2+C6+2+C6+2+C6+2+2=30) (8)ANCHOR CLUSTER-C6 �� NY LYIV
( ) ' < < < a TOTAL AT JAMB= 8 ANCHORS �\ �.........
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TOTAL ATP-HOOK= 5ANCHORSEEED GEED G=_I ED CLUSTER DETAILS
* No.88705
6"MAX. 22 5/16"MAX.O.C. —
6"MAX. � � �HEAD/SILL CLUSTER LOCATION TYP.
48"NOM MAX. SEE C4,C6 OR C8 CLUSTER DETAILS —-0
FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE__ Coro TECHNoLoorowve p� � 71�113r9 T:lv�� —
@ ANCHORAGE SPACING ",O s
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P-HOOK,CMU SUBSTRATE @ JAMB /s1111ao 1500
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1 3/8"MIN.
CONCRETE ANCHOR 3.4 KSI MIN.CONC. 1"MIN.E.D.,TYP.(2)
(SEE NOTE 1) 1 3/4"MIN.E.D.(2 1/2"FOR 1.687 2x WOOD
CRETEFLEX),TYP.(2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE
1"MIN.E.D., •......:.•..... . APPLICABLE TO HEAD OR JAMBS
F,
WOOD ANCHOR TYP.(2) NOTE
(SEE NOTE 1) 13/l.-1.
0 1/8 AL.MIN.
1.594 1x WOOD BUCK o 1� MIN. (EXTERIOR) 6063-T5
O.C. (SEE NOTE 2)
MIN.OF 3
2x WOOD (EXTERIOR) 1 687 1/4"MAX.SHIM 1/4"MAX.SHIM THREADS
M7
#12 SMS BEYOND
Q (SEE NOTE 2) O.C. WOOD ANCHOR DETAIL-J METAL
DETAIL-C DETAIL-D (SEE NOTE 1)
-1/4"MAX_SHIM____ I-__ (EXTERIOR) - SUBSTRATE_
DETAIL-F NOTES: TYPICAL FRAME HEAD INSTALLATIONS
1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"ULTRACONS OR 1/4"SS4
SEE NOTE 1. CRETE-FLEX EMBEDDED 13/4"MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4"(2 1/2"FOR CRETEFLEX OR
I—I 1.5 KSI MIN.CMU CMU). FOR WOOD INSTALLATIONS USE#12 SCREWS OR ELCO 1/4"SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8"MIN.
OR 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". WOOD BUCKS
'•3.4 KSI MIN.CONC. DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
... I APPROVED BY AUTHORITY HAVING JURISDICTION,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.
J+ 3.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM
1 594 STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B,D AND F
CONCRETE t:,O.P3/4"M�IN.
ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J).
ANCHOR IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA MAY BE USED.
E.D. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,
(SEE NOTE 1) !:. ( FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL
::c.;'• CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
1x WOOD BUCKn P (2) 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY
(SEE NOTES 2) (EXTERIOR) THE AUTHORITY HAVING JURISDICTION.
DETAIL-E 1/4"MAX.
TYPICAL FRAME JAMB INSTALLATIONSWOOD ANCHOR 1.687 D.C. (SEE NOTE 5)
(SEE NOTE 1)
1/8 AL,MIN. 3.4 KSI MIN.CONC. (EXTERIOR) oO 1 3/8"MIN.
MIN.OF 3 THREADS 6063-T5 1x WOOD BUCK, sAie�iaP�PtVif���
BEYOND METAL (SEE NOTE 2) NOTE I. 1 3/8"MIN. 1 MIN.E.D., gCGde
Bolding Code
SUBSTRATE. WOOD ANCHOR TYP'(2) 2x WOOD AccePteoeeNo I$-G207•US
CONC.ANCHOR (SEETE 1 2x WOOD ��
esvirosoa Ds1e
NO ) DETAIL-13 (SEE NOTE 2)
(SEE NOTE 1) (SEE NOTE 2)
#12 SMS 1 1114 1"MIN. 1/4"MAX. 0.aiaml DadePmdmt
ME.D. M .D. E.D. (SEE NOTE 4) PRODUgwkt6f
I
1.6870.C. -�---�{ &�9eft
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(EXTERIOR)+ ` �: NOTE 1. 4alNtalM Date
4FOR'CRETEFLEX),
• LL'
(SILL) (SILL) (SILL) 1 3/4"MIN.E.D.(2 1/2" vial wr4fttabotCONCRETE ANCHOR TYP.(2) �1`i I I I I IIII
(EXTERIOR) (EXTERIOR) (EXTERIOR (SEE NOTE I) 3.4 KSI MIN.CONC. `�� ,rON.••ENS,,,'-. '
DETAIL-G DETAIL-H DETAIL-I ) DETAIL-A ��CNSF �(
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TYPICAL POCKET P-HOOK INSTALLATIONS TYPICAL FRAME SILL INSTALLATIONS =-o�.���_-(1Oy L
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JAMB INTERIOR
MIN.O.C. 7 6 5 4 3 2
71.59
L
6 MIN.
ANCHOR LOCATION,TYP.
O.C.
- --- --- 5 T - - - - --
3
NOTES ON POTENTIAL ANCHOR LOCATIONS:
1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4,
SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL
TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN
TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK
CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL
AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN
THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER
DIMENSIONS FOR ANCHORS ARE 1.69"AT HEAD AND SILL AND
1.59"FOR JAMBS.
2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK 2
FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIOR
TRACK SECTIONS.
3 0.1tooua anam
a,�v4t�a4loln
Boidlag Code
Aaeplooee No M-
4 4 k.plranoR D, X_,a/tet`(
Flirml Baderr..twlGw
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Cf REVISe
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zo•C�
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EOtd`Q+w4 kmd,ul Coated
HEAD/SILL EXTERIOR HEAD/SILL INTERIOR
� 7 `\ ON
�GENSIc �C��
1.69 � Q': ••�
MIN.O.C. *: No.58705
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