HomeMy WebLinkAboutNOASCANNED
BY
MIAIMIRAME St. Lucie Counh, MIANII-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) Mimi, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) �.miarnidade.gGy/economy
PGT Industries
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 Miaml-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "5470" Vinyl Sliding Glass Door (Reinforced)-N.I.
APPROVAL DOCUMENT: Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA?, sheets I through
19 of 19, prepared by manufacturer, dated 10/05/15, signed and sealed by Anthony L. Miller, P.E., bearing the
Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval 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. See table 1 (sheet 7) and table 2 (sheet 8) of this approved drawing set for applicable SGD unit sizes,
design pressures, reinforcements types, glass types, sill riser (detail sheet 4) and anchor requirements.
2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid
PVC to be labeled per referenced NOA's requirements.
3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable.
4. Pocket walls under separate approval, to be reviewed by Building official.
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 revises and renews NOA 915-0409.04 and consists of this page 1, and evidence pages E-I & E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 15-1210.02
MIAMI-DADE COUNTY BxpirationDate: Apr!121,2021
MUM Approval Date: March 3,2016
Page 1
PGT IndustAes
NOTICE OF ACCE PTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0107.09)
2. Drawing No. SGD-5470'titled "Vinyl Sliding Glass Door NOA", sheets 1 through 19 of 19,
prepared by m;;ufhc�;e'r,' dated 10105115, signed and sealed by Anthony L. Miller, P.E.
13. TESTS
1. Test report on 1) Air InfiltrationTest, 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, TAS 202-94
along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by
Fenestration Testing Lab, Inc., Test Report No. FTL 6637 (samples A- 1 ffiru A-5), dated 11/19110,
signed and sealed by Jorge A. Canso, P. E.
(Submitted under NOA No. 11-0107.09)
2. Additional test report No. FTL 6638 (samples A-1 thru A-22) per TAS 201/203-94, issued by
Fenestration Testing Lab, Inc., dated 11/19/10, signed and sealed by Jorge A. Causo, P. E.
(Submitted underNOA No. 11-01OZ04)
3. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15,
revised on 02115/16 and 02124/16, signed and sealed by Idalmis Ortega, P. E.
(Su bmided under NOA No. 15-1210. 01)
4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15,
revised on 01/04/16 and 02/11/16, signed and sealed by Idatmis Ortega, P. E.
(Submitted underNOA No. 15-1210.01)
5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15,
revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E.
(Submitted tinder NOA No. 15-1210. 01)
6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab,. Inc., dated 12/04/15,
revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E.
(Submitted under NOA No. 15-1210. 01)
7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15,
revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega, P. E.
(Submitted under NOA No. 15-1210. 01)
8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15,
revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E.
(Submitted underNOA No. 15-1210.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared
by KIT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L. Miller,
P.E.
Pr6/Jorge m. rlasencia, P.E.
duct Control Unit Supervisor
NOA No. 15-1210.02
Expiration Date: April 21,2021
Approval Date; March 3,2016
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (continued)
1. 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. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their "White Rigid
FVC", expiring on 09/30/19.
2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their "VE 1000 Tan
(Non -White) Rigid PVC", expiring on 12/29/16.
3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their "Brown Coated
(Painted or Laminated) White Rigid PVC", expiring on 09/30/19.
4. Test reports No(s). 10-002-792(A), *1 0-06-M05271 535753-09, per ASTME-84, ASTNM1929
and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite'ruaterial.
(Submitted under NOA No. 11-0107.04)
F. STATEMENTS
1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5'b Edition) and "No
financial interesf', prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. Notice of Acceptance No. 15-0409.04, issued to POT Industries, for their Series "547011 Vinyl
Sliding Glass Door (Reinforced) — NJ.", approved on 06/18/15 and expiring on 04/21/16.
-Jorge M. Plasencla, P.E.
Product Control Unit Supervisor
NOA No. 15-1210.02
Expiration Date: April 21,2021
Approval Date: March 3,2016
E-2
SERIES 5470, NON -IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 901135' CORNERS
SEE GLAZING DETAILS ON SHEET is.
ZE�Z�J�j _J)VSii6WE6ADS BASED ON TESTED PRESSURE AND GLASS PER ASTIA E1300.
POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM El 3DD..
ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS.
.LUDING BUT NOT LIMITED TO STEEL SCREWS�YRATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
IALL MEET THE REQUIREMENTS OF THE FLORIU BUILDING CODE (FED).
SHU rfERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE..
INSTALLAT16N SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT.
REFERENCES (NONS)' ELCO ULTRACON, CRETEFLEX 8, AGGREGATOR ANCHOR NONS. VISION EXTRUSION. LTD.
HITE RIGID PVC NUA. VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED
AINTED OR LAMINATED) WHITE RIGID PVC NOA
:F9RPNCES; ITEST REPORTS): FTL-0337, 6338. 8640-8549, 8652 & 8717; EXOVA-10-002-792(A) & 10-000-10231;
7) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLYWITH THE REQUIREMENTS OF THE FED, INCLUDINGTHE
HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN &TAN PVC MANUFACTURED BY VISION
EXTRUSIONS. LTD. 14AS SEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS. (COMPONENT REQUIREMENTS)
6) DOOR SIZES MUST 13E VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBIC, AS APPLICABLE.
9) DRAWINGS DEPICT EXTERIOR-GLA7JNG. HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED.
10) THE 5470 SERIES SLIDING GLASS DOOR MAYALSO BE KNOWN AS THE 470 SERIES.
ANCHORNOTES;
ri roR —CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY
APPROVED ELCO ANCHOR$. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE
REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS iX ARE LESS THAN I-lW THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD 13UCKS DEPICTED AS ZX ARE i-I/Z'THiCK OR
GREATER. IX AND 2X BUCKS MHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE
BUCK DESIGN AND INSTAL- LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARC141TECT OF RECORD & TO BE
REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE To MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBO AND TO BE REVIEWED
BY THE AUTHORITY HAVING JURISDICTION -
6) IF SILL IS TIGHT TO SUBsxmn� GROUT OR OTHER MATENAL IS NOT REQUIRED. IF USED, NO"HRINK.
NONNETALLIC GROUT. MAX. 114� THICK & 3400 PSI MIN., PONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD. SON FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS
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APPROVED BY THE AUTHORITY HAV14G JURISDICTION. DARDS BED:
,QUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR
DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2.
REINFORCEMENT LEVEL DESIRED.
NO GLASS DOOR SIZE ON THETABLE, USING THE FRAME HEIGHT AND THE
ITH IF YOUR EXACT SIZE IS NOT LISTED. ROUND UP TO THE NEXT GREATER LISTED
iHT.
NCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A.
WITH THE CORRESPONDING SUBSTRATE. MINIMUM EMBEDMENT AND MINIMUM
EDGE DISTANCE.
4) FROM THE DESIGN PRESSURETABLES (TABLES I OR 2), VERIFYTHAT THE OPENINGS REQUIRED
DESIGN PRESSURE IS MET OR EXCEEDED. USE T14E ANCHOR QUANTITIES SHOWN.
5) INSTALL AS PER THE GUIDELINES OF THIS SHEET40.
6) ADDITIONALLY. SEE THE EXAMPLE ON SHEET 9.
2014 FLORIDA BUILDING CODE (FBC), OTH EDITION
ASTME130009
ANSVAF&PA NDS-2012 FORWOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL. ADM-2OiO
AISI.SiOQ-07IS2-2010
�HOR TABLES ........ TE
LE..... ......... ....... ... 9
G DETAILS ............ is
IRLOCATIONS ....... I I
TYPES ................... 17
qln�q ...... is
-MIN. OF 3 THREADS
BEYORDTHEMETAL
SUBSTRATE.MrTAL
SUBSTRATE TO'MEET MIN.
STRENGTH AND THICKNESS
REQUIREMENTS PER
CURRENT FLORIDA BUILDING
CODE AND TO BE REVIEWED
BY THE AUTHORITY HAVING
JURISDICTION.
FOR STEEL STUDS,
MIN.FU-45KSI&
MIN. FY-33 KSI-
'UNIGROUTED CMU'VALUES
MAY BE USED FOR GROUTED
CMU APPLICATIONS.
IIN
NOT TAECDTFO WISSILE
E
IMPACT RESISTWANCI
FD—E—SIG—N PRE—G—SURE WRATING
r —SEE—T—A—BLES 1. 2 & Bl. B2
I ON SHEETS 7 & 8
!INYL SLIDNINITIFIILASS DOOR NOA A 101�06115
a__—
wNERAL 0 _S J ROSOWSKI
FL 34276
inn I fflSGD-54-10fli NTS1 iOF2i
MD-5470.0
PRODUCT RENEWED
...... 111,nT, wIth tho Flodd.
nullffing a 9
NG�ft. 15-1210.02
Expination DatoQ4121120211
MAX. UNIT WIDTH
MAX. UNIT WIDTH -
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PERTABLES 1 & 2
F -
MAX UNIT
HW6HT
PERTABLES 1 & 2
NOM. PANEL WIDTH
PER TABLES I & 2
MAX. UNIT
I F HEIGHT
It PERTABLES 1 &2
It
NOM.PANELWIDTH
PER TABLES 1 & 2
F
MAX. UNIT
HEIGHT
PER TABLES 1 & 2
3 -PANEL
NOM. PAN
PER TAE
MA�
HE
TASL
f
b
-PANEL
PANEL
2�
CONFIGURATIONS
CONFIGURATIONS
COn
N� GURATIONS
NOM. PANI
PERTAB
MAX
HE
PER TAE
NOM. PAN
PERTAB
.LWIDTH
11, 2(D
MM. UNI I WIWI K
jES
UNIT
GHT
LES 1 &2
h
MAX
H
PER TA
6-PANEL CONFIOURA71ONS M
NOM. PAN
PERTAE
MA)
HE
PERTAI
I
jig
1�1
-Lus
718ES!
I
;L WIDTH
LES l &2
�LLINI I WIIJ I K
I &
. UNIT
GHT
ILES 1 &2
NOM. PAN
PER TAB
HE
PER T
:L WIDTH
LES1&2
UNIJ WIuIH
UNIT
OKI-
ER
.8 1 &2
MAX.UNiTWIDTH
NOM. PANEL WIDTH
PER TABLES I & 2
MAX. UNIT
HEIGHT
PER
TABLES 1 &
7-PANELCONFIGUI E6
CONFIGURATIONS NOTES:
"X'= OPERABLE PANEL
i) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
'0'- INOPERABLE PANEL
V 'POCKET
LOCATIONS. EXAMPLE: 4-PANEL)00(X IN POCKET (p) CONFIGURATION CAN HE p)OOOIIJ, pXXXX OR XXW. OXXX IN
POCKET CONFIGURATION CAN BE OXXXp.
2) 90- & 135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS.
3) POCKET WALL ORCAVITY IS NOT PART OF THIS APPROVAL AND I$ TO BE DESIGNED BY OTHERS AND
REVIEWED BY THE AUTHORITY 14AVING JURISDICTION. f--DETAIL LETTER
4) FOR NOM. PANELWIDTH, SEETABLES I & 2.
1070 TECHNOLOGY DRD
MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' L--SHEET NUMBER
N, VENICE, FL 34276
(941)-480-i6OD
GURA71ONS (1)
it
8-PANELCONFIGU
DLO WIDTH= NOM. PANEL WIDTH - 8-911W
DLO HEIGHT= DOOR HEIGHT .11-1116'
PANEL HEIGHT - DOOR HEIGHT - 2-U2'
)R NOA JAI 10105/le
EXAMPLE CONFIGURATIONS IN J ROSOWSKI
NTS III 2CF21 1911 MD-5470.0
explmllon
T
0
CONCRETEICMU PER
CHORREIIUIRE;T.:....
Flw�
TYP. A NICHORT p
F.
ME , OMENT
E JE
DGE D11 NCE PE
SUB TRATE.SEE t.'
TABLE SH I &
DAYLIGH
NOTE 3. BEL
OPENINI
WIDTH
T
EDGE
/ rz IXOR2XWOOD
BLICKSTRIP, SEE
ANCHOR NOTE 4. SHEET I
PLATEAT
EVERY41
ANCHOR
LOCATION
2X WOOD BUCKSTRIP OR
FRAMING, SEEANCHOR
NOTE3,SHEErl
TYRANCHORTYPE.
EMBEDMENTAND
:DGE DISTANCE PER
SUBSTRATE. SEE
TABLE A, SHEET I &
NOTE 3, BELOW
EDGE
DISTANCE
114- MAX.
EMBEDMENT
40TES
) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
2) REFER TO ANCHOR NOTES, SHEET 1.
3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR
ANCHOR QUANTITIES. SEE TABLES I a 2.
41 CONTINUOUS ANCHOR PLATE. ITEM 08, IS REQUIRED AT ALL
METAL TYP., SEE ANCHOR
!DETAIL Cl NOTE 4. SHEET 1: MIN. OF3
I �K I IMMETAL THREADS BEYONDTHE
METAL SUBSTRATE
FRAMEWIDTH
�'T
Z-�29 7'HIS"S 114 MAX
n TH18 SHEU EMBEDMENT
LOS
I
#8 X 31,V SIMS REINFORCEMENT SCREW,
7
L
w PER STILE, LOCATED AT CrNTERLINE
AND 6.,
HORIZONTAL SECTION SHOWN)
9"& 1 r FROM ENDS (FACTORY INSTALLED).
DETAIL C2
IWER� I
DETAIL B2
�Oft I
FACING W
211 REQUIRED IF DOOR EMBEDMENT
r - - - - - - - -
-1
DAYLIGHT
�IGRTISOWRN- I MAX. --1
EDGE
WORM
WIDTH
DISTANCE
nV n 25
23 RIO
TYP. ANCHOR TYPE.
03 2. a
EMBEDMENT AND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE A, SHEET
WATA %. BELOW
PAN WIDTH
CONCRETFJCMU PER
ASTRAGAL MAY BE
ECTION NO SHOWN)
ANCHOR REQUIREMENT
INSTALLED IN EITHER
'
FIXEDPANELCLIP&
INTERIOROR
EXTERIOR DIRECTION.
ANCHORS, SEE
n9TAII AWPPTill
ALL PARTS IDENTICAL.
FORALL LOCHOTIRM. JAI 10105116
AURAD�,MD IDING GLASS DOOR NOA
S�ml)
lloltlzow�mlw�m :a [ �INTSZALSLLATION, HORIZONTAL X-SFCT.11A!l J ROSOWSKI
i3i PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON.
6) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS. ALL IMMOOKS
2
CSR OF A0" #2
- Au'"
Clio" 6EY
REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY
0 DIR
1070FECHNOLOGY DRIVE
0 C L
THE EXTRUSION. REFERTO TEST REPORTS FOR EXACT DIMENSIONS.
MMDMD
HD
VF IC L 6
N.VETNICE,FI-34"276
111
SGI) -5470111
N
NO -6470 0
7) SEE SHEET 20 FOR SCREEN DE TAILS.
1). 80_1 600
(941).480-1600
(9-7
_TS
_[jL3CF21
DISTANCE
EDGE
LEA, SHEET 1 &
NOTE S. BELOW
PRODUCTIRENEWED
Ma M. F[Drida
15-1210.02
TYP. ANCHOR TYPE. EMBEDMENT
AND EDGE DISTANCE PER
I INTOWOOD I
SUBSTRATE, SEE TABLE A, SHEET
1 &NOTE JHIS SHEET
2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT
CONCRETEICMU
EDGE
FRAMING, SES�ANCHOR ANDEDGEDISTANCEPER
NOTE 3 SHEETI
PERANCHOR
DISTAN CE
D
SUBSTRATE,SE LE A, SHEET
' SUBSTRATE SEETAS
E;GE I & NOTE 3, THIII SHEET
31
REQUIREMENT
G
EMBED-
JDISTA3NCE
'9
MENT
EMBEDMENT
I I MBED
ANCKORPLATEAT
EVERYANCHOR
LOCATION
DAYLIGHT
OPENING
HEIGHT
114'MAX.
GROUTAS
NEEDED, SEE
ANCHOR NOTE
5. SHEET I
Ile MAX. `
C OR 2X WOOD
SHEET 1
FOR
LOCI(Sni.ES,
o OAA
r
A
FIMOS11LES
AM
RIMMAL
MIS
0
FRAME SEE
\ E
HEIGHT NOTE E,
TH18 8"EET
iJ4'MAX.
CONCRETE/CMU PER
EDGE \ANCHOR REQUIREMENT
DISTANCE
EMBEDMENT
DETAIL E4 DADE APPROVED MULLION, FBC
COMPLIANT ALUMINUM/STEEL
FRAMING OR STEEL STUD. MAY
BE VERTICAL OR HORIZONTAL.
SEE SUBSTRATE PROPERTIES,
TABLE A. SHEET 1
ED P DISTANCE
EMBEDMENT
L -114"MAX.
u
"TYP.
L-i14'MAX.
"TYP.
[H
114" MAX.
ANCHOF T�PE. EMBEDMENT AND A.NJCHOR TYPE. EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE
TABLE A. SHEET I & NOTE 3, THIS SHEET TABLE A. SHEET I & NOTE S. THIS SHEET
NOTES
1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS.
2) REFER TO ANCHOR NOTES. SHEET 1.
3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING,
#0 x 314" SMS REINFORCEMENT
FOR ANCHOR QUANTITIES, SEE TABLES I & 2. PLO WIDTH = NOM. PANEL WIDTH � "116"
SCREW: 3 PER PAIL. LOWED AT
4) CONTINUOUS ANCHOR PLATE, ITEM #8. IS REQUIRED AT DLO HEIGHT = DOOR HEIGHT - 11-1/1 B"
CENTERLINE AND 9" FROM ENDS
ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT - DOOR HEIGHT - 2-112"
(FACTORY INSTALLED)
5) SEE SHEET 20 FOR SCREEN DETAILS.
6) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS.
PANEL
ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
HEIGHT
LENGTH OF THE EXTRUSIONF REFER TO TEST REPORTS FOR
PRODUCT RENEWED
I
'� uli��ITM.
EXACT DIMENSIONS.
., nith the Fierld.
Lw `oco yv' 'n
� R E"URED
EQUIRED
POSITIVE
S
DESIGN
PRESSURE.
SEESHEETS
2-11Z
SILL
EMBED- b�E
EMBEDMENT E� CE
MENT '_rD11STAN
T . YP. ANCHOR TYPE. \�TYP, ANCHOR TYPE
EMBEDMENTAND 2XWOOD BUCKSTRIP ORA EMBEDMENTAND
EDGE DISTANCE FRAMING, SEE ANCHOR EDGEDISTANCE
CONCRETEICMU PERSUBSTRATE, NOTE3,SHrFTI PER SUBSTRATE,
iLSEETABLEA. SEETABLEA,
:PER ;ANCHOR DETAIL F1
INTONASONRY SHEETI&NOTE3, SHEET I &NOTE 3.
REQUIREMENT m THIS SHEET THIS SHEET
SuildIng Code
NOA41. 15-1210.02
04.2112021
ed_ red.
.39D Mlami-D a roduct Control
.39D
.390 1.793 2.370
5LY—.823 1_� i 7
.917 .060 2.88 L
4-1 ij .0601— .06TV 1
.060
SILL RISER @ SILL RISER @,SILL RISER e SILL RISER
(24/2"TOTAL (3-i/2'TOTAL 4-111VTOTAL (4-51V TOTAL
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT)
1�1 VINYL SLIDING GLASS DOOR NOA JAI 101111161
191 INSTALLATION. VERTICAL X-SECT. jji�j J ROSOWSKI
FL 34276 LYON N
300
118GD-547011INTS 111 40F21 JR01 MD-5470.0 1941 11 P�
,a
INTfigm
ID
WTERTM
I'm
lw-1
.XnRMR N
ID 135*
t Nx
All Fro
�l M
i �;'W;
ID
WERM
W"* ' �28.5-
EXIERMR In r'
sv
2
C. FD-ET-AIL-H-21
IN
iwo.c.
NOTES
1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
2) SEE SHEETS 14 & 16 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR
QUANTITIES. SEE TABLES I & 2.
3) CORNER ASTRAGAL MAY BE EITHERTO THE INTERIOR OR EXTERIOR,
DEPENDING ON CONFIGURATION.
VINYL SLIDING GLASS DOOR NOA 10105115
CORNER ASTRAGAL HORIZ. X-SECT. JI&I J ROSOWSKI
' V E ICE L34276 -5470.0
(6 4 ) l0_46100 1 [Jjj��NTS 111 5 OF 21 91 MD 101 11
WERIM
15 .
OPTIONAL NON-
DETAIL 11
INT0103ONRY
STRUCTURAL
ANCHORSFOR
INTERIOR POCKET
JAMB
SEE Flo tr —s,�
INTERIOR POCKETS MUST
THIS 81
INCLUDE A NON�STRUCTURAL,
FRAME JAMB I'D REDUCE THE
POSSIBILITY OF WATER
INFILTRATION.
POCKET BY OTHERS, SEE
11* MAX.
NOTE 6 BELOW.
TYP. ANCHOR TYP E E
AND E13GE p
METAL TYP., SEE ANCHOR NOTE
4, SHEET 1; ANCHOR LENGTH TO
BE A MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EDGE
DETAIL 13
LDiSTAN(
INTOMETAL
EMBEDMENT
EXTERIOR
IW MAX.
FD-ET-AIL-127
OONCRETE/CMU
EDGE PERANCHOR
TYP. ANCHOR TYPE, EMBEDMENT DISTANCE ; .....
REQUIREMENT.
AND EDGE DISTANCE PER I
SUBSTRATE, SEE TABLE A,
SHEET 1 & NOTE 3, BELOW—\ FIGURE 1. 1WERLOCKSATPOCK9TS:
FOR DOOR HEIGHTS 96" AND LESS:
OPT.
CHOR
AND OR
3it
EMBEDMENT
7 -. 7. := EXIENUS EMBIM T
OPT. lie MAX.
ANCHOR
GEErm,
CONCRETE/OMU THIS allEET
-7 L EDGE' PER ANCHOR
DISTANCE REQUIREMENT
INTERIOR POCKET EXTEMOR POCKET
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE A. SHEET i
& NOTE 3. BELOW
ANCHOR
EMBEDMENT
FT. D
MAX.
EXTERIOR POCKET
NOTES
1) DETAILS APPLY TO 2; 3 AND 4 TRACK CONFIGURATIONS.
2) REFER TO ANCHOR NOTES, SHEET i,
3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING. FOR ANCHOR QUANTITIES. SEE TABLES I & 2.
4) SEE TABLES i & 2 FOR REINFORCEMENT REQUIREMENTS.
6) INTERIOR OR E)(TERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS.
6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNEE) BY OTHERS
AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
EDGE
DISTANCE
EXTERIOR POCKET
2X WOOD BUCKSTRIP OR
FRAMING, SEE ANCHOR
NOTE 3, SHEET I
7. ANCHOR
FE-)ETA-IL-14-1
111P-HOOK EXAMPLES, HORTZ. X-SECT. Rtj J ROSOWSKI I
34275 1 nj SGD.5470[IFNTS RI a OF 21 J111 MD-6470.0
V.pl.ff..
D.C.
LYNN Ajz,
rz!
o
Design Pressure (013) and Anchor Quantities Required,
(for all applowd confgurallorto on Sheol 2)
Use We table for!
Door Unit Height
w I
w
or
Astragal Roll ant
se-javin, uLu Heigh, 1
7�1151115- OLD Haight
84-15116- OLO Heluht
Lockable Role :n1 r*28 I
Aachair Group
Anchor Cheap
Anchor Group
area i
Sad. Interdook in accord
A rB- C I D
--T�
A I a CFO
A B C I D
One P me
+127.f/-127.lPsf 1
+120/4201721f
+102.91402.9par Ir
9 .118*
He 81111
C50
03+1
C3+i
C3+1
03+
24'
OLD
Jamb
a
6
a
6
b tj
0
0
a
5
5
6
6
Width
P-hwk
7
7
, I
�
� �-77
7
8
0
a
a t�
Coolly, Prossime
+=3/40643f
+
25-11
Hea008111
C15+1 C 1
0341
C3+1
CS,-1
03+
C3+i
03+
3+11
3W
DLO
Jamb
5 0
6
5
a
6
5
6
5 1
U 1 5
Widah
p4lock
7 7
7
1 7
7
7 1
7 1
7
8 1
0 1
651,
0 1 0
Dealer) Patecrum
+a2.91-9 1.9"
7J,11/43.8paf
M-111 1
HeadnSIR
CS+l
03+1
3+iLC3+1
F5+T C3+'i
C32+pl!L
03+1
C5.1+
'�.
103+11
CS+l
38
DLO
Jamb
1 6,
11
�7
6
6
1 5
WI&I
P4100K
7
7
7
1 8
1 8
a
I IT I
Deese Pressure
+7941-14). Pat
+ 7a41-714jeaf
umuf-itaxpar
z
397-11
Heacuall
C
cg�i
I C3+1103+1
C30
42'
DLD
Jamb
6
1 5
1 62
WWI
P4wk
8 8
Design Ufa
+60 /-60 Pat
+ /-dopst
+ 1.60pirt
4�111
Heod/81
03+2
C30
03+1 03+1
C3+2
S+1IC!!1jCL+
CTH2
03+1
C3+l
C341
48'
DL
Jamb
5
5 6
5
5
6
5
0
a
v
Win
�� USED IN EXAMPLE ON SHEET 9
TABLE NOTES:
1) IF WATER INFILTRATION RESISTANCE IS REQUIRED.THE LESSER VAWES OF EITHER TABLE i
AND TABLE BI DETERMINES THE WATER LIMITED (+) DP.
2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. A SILL
RISER IS NOT REQUIRED. IF 80, +DFS SHOWN IN TABLE 1 MAY BE USED.
3) SEE SILL RISER TYPES ON SHEET 4.
4) SHEET APPLIES TO 2. 3 AND 4 TRACK CONFIGURATIONS.
5) REFER TO ANCHOR NOTES, SHEET i.
0) SEE SHEETS I i-1 6 FOR ANCHOR LOCATION & SPACING
ANCHORAGE TYPE PER SUBSTRATE REQUIRED To ACHIEVE THE DESIGN
PRESSURE. USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A.
SHREETI FOR COMPLETE ANCHOR LIMITATIONS.
THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE
MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
CONSIDERED, SEE TABLE 31, THIS SHEET.
it OF ANCHORS THROUGH THE HEAD 8 SILL. tEX-. FOR C3+1. 3 ANCHORS
CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT
MIDSPAN OF PANEL).
TOTAL # OF ANCHORS THROUGH THE JAMB.
THE 0 Or ANCHORS REQUIRED THROUGH THE P-HOOK.
PERPENDICULAR TO THE GLASS,
TABLE 81:
WateplUrnited
(+) Dowan Present,
SIR
Now
Nom. SIR
Height
Mu. (-) DP
Allmd
None
141110'
San 2
42
2-IIr
430.7 PST
43
3112'
4 .0 Pat
44
4-1010'
+ 0. Pot
45
4ZIW
+1 . par
FIG 1:
DOORASSEMBLIES
INSTALLED WHERE THE
OVERHANG (OH) LE14GTH IS
EQUAL TO OR GREATERTHAN
PRODUCT RENEWED
...... 111,nT, With the FicAdo
Sending c .
THE OVERHANG HEIGHT IS
I
N.. 16-1210.02
EXEMPTED FROM WATER
g.pl,.tt.n brit.0412112111121
INFILTRATION RESISTANCE.
-'---2�—
DLO WIDTH = NOM. PANEL WIDTH .8.g1lsL
DLD HEIGHT = DOOR HEIGHT - 11-111W " 0',j %-YNN 41,
PANEL HEIGHT = DOOR HEIGHT - 24IT "sx
0105/15 We- 9105
VINYL SLIDING GLASS DOOR NOA
;P &ANCHOR QUANTITY TABLE 1141JROSOWSKIII�
I I A.—timcum.pz
NTS 111 70F21 FEIFMD-5470-0 Jill RE1511705
Design Pressure (OP) and Anchor Quantities Required,
(for oil approwd comigumitone on Sheet 2)
18110
Door Unit Helobt
120,
—DLOHelght
A,.,
72.1rdiv DLO Height
8445116'DLO Holghl
08 .151161 OLD Height
R�Inromlvmenti:
k. It, nfb It
Loo at 9 n mean
HD InleflocIt ReInfumement On
AnoborGmup
AmhorGmup
AncbDrGboup
A 1 8 1 G I V
A B 0 D
A B 0 0
A B C
D
Lg"
Pill
+f6o/-fwpsf
+137.fl-137.1pilf
'00/430pof
.106.7/41MOPST
It.FL
6
HaW Sla
Cii;�I�Ii�19,4
1
-
5+1
L
iCL
1 +112
+1
C5*1
C5+1
C6+1
C3+i
C +1 C5+1
5
0`+1
03+1
�E+11C!5+1105+1103+
;J�L
I
Jamb
6
f
6
5
b
u
0
Width
P-libox 1
7 1
1#7"
6
7 1
7 1 7 1
1
9 1
9 1
0
i10
10
10
10
DOLIgn Press ra I
+141.81-141.80ar I
+1318/433.6psf
+11a8/-11aUP9r
+99.11-107.4pir
+87.61-951pef
25-11w
Heid/sIll 105+21
1105ft G3+lJG5+1
I
05flIC5+1 53+i
I I
—
c5+1Fc5+1Tcs+73+IjC5+I
5+1jC5+Ijc3+1IC5+1Il;b+1IUb+1IUj-1
3v
13LO
Jamb
a 1
0
1 1
- I
- I
- I , 1
a
a 1
5
6 1
0 1
a
6 1 a
a
U
width
P-hook 1
7 1
7 1 1
7 1
1 1
1 1
1 1 1 1
f.
8
8 1
8 1
B I
UIUJ
Ulu
10
'10
I
D"fan Pwaw I
+123,01-123.9naf
I
+1f&41-116.4paf
*qw-saxlesir
1
+1111
+7631-01.0pst
31�hs,
2jC!5+1ja+2jC25jiICtZj
+1
C5*2
C3+1
C6+21
M+1 1
C5+1 1
G3+1
M+1 I
C5+l
I ce+1 I C3+
C6+j
C6+1
6 1 CLI
as,
OLD
JOE_
Mb
a
7
5
a
1 6
Width 1
p4mok
1 7 1 f
I I I
f
I I I
to
10
10 10
n a—
1 +jr5'/.FjC04.5pFaf
47104.6/.104.5pst
+87.8/-87.8P31
+7A7/-MP$f
+6mvt-72p&f
37-118'
2 5+2 C3+IICS;2
5;2 C3_
I UF
C5+jjcS+1jC5+IjC3+1
4T
DLO
1 5
7
b
I b
1 5
5
1 5
1 7
1 5
6
1 6
1 8
1 6
7il
Width
1
1
a
10
1 in
I io
1 10
P-hook
7!
1 7
1 7
1
1 1
1 1
8
1 0
1
D!!Ign P100811111
I +80/-80PSf
I +80/'EOPSf
4s*/-i*pa/
4601.05psf
460/.65psf
43-118'
Heid/Sln
I Ce+2 w+2 I C5+21 C3+i
1 CS+2103+21 05*21 C30
CW2jCL+2j!LM2jCL+1
C5+2 03+11C1+21CL+11
05�2 05+1 115+2 C3+1
48'
OLD
jamb
1 5
b
U
1
D
2
5 6
T
o
2
u
7
6
1 6
1 6
6
a
6
Width
1
I
1,
6
a
8
9
9
1 B
1 9
1 la
1 10
1 lu
I v
P-11001(
I I
I I
I I
I I
I ,
1
1 7
a 1
1
1
Deafen Pmssu
+ 11-74.1leff
+74.11.74. f pst
+no/-a8pSr
49-118'
HeadfS1111
E+:2:r
r i; 4o3+1
64'
D1-0
—
Jamb
6
6
5
5T
1 6
1 .6
!e
5
Width
P-hook
7
1
1 7
1 7
1 7
7
1 7
1 7 1 7
a
a i
welf-ble Inth,se sizes.
Mign _pm—
+601-ill
+60/.00psf
+60/-Npsr
55-1/8
R—'Tsm
So'
DLO
—j
.b
WhIlh
P4=k
f
1 0
1 u
I .
I .
I
ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A,
/SHEET1 FOR COMPLETE ANCHOR LIMITATIONS.
THE MAXIMUM DIP AT THESE ANCHOR QUANTITIES. ADDITiONALLY,'FHE
MAXIMUM POSITIVE DIP DUE TO THE SILL HEIGHT MUST ALSO BE
CONSIDERED, SEE TABLE B2, THIS SHEET.
0 OF ANCHORS THROUGH THE HEAD & SILL. (EXt FOR 03+1. 3 ANCHORS
CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT
MIDSPAN OF PANEL).
— TOTAL If OF ANCHORSTHROUGH THE JAMB.
THE It OF ANCHORS REQUIRED THROUGH THE P-HOOK,
PERPENDICULAR TO THE GLASS.
FIG i:
DOGRASSEMBLIES
INSTALLED WHERE THE
OVERHANG (OH) LENGTH IS
EQUAL TO OR GREATERTHAN
THE OVERHANG HEIGHT IS
EXEMPTED FROM WATER
INFILTRATION RESISTANCE.
ThAl 9 A,.
Mae
Nom. Sill
Iblitht
Ma. M DP
Allowed
None
1-1111V
SwI10182:
42
--
2:1—/r
! 38.7
:�:5
4 3
_i:1jr
.60.0
.0 psi
44
-1;16'
-80.0 Pelf
41snl
5
_7 �6
4100.0 P3f
PRODUCTRENEWED
00 comp"I
0.11da., ...
llo�mo. 1&1210.02
DLO WIDTH = NOM. PANEL WIDTH - 8-06" ""1 ........
DLO HEIGHT - DOOR HEIGHT - 11 All W ,,� Aj IYNN
'� ...........
PANEL HEIGHT - DOOR HEIGHT - 2-112"
TABLE NOTES:
VINYL SLIDING GLASS DOOR NOA lolofifui
1) IF WATER INFILTRATION RESISTANCE IS RED ;t'
UiRED,THE LESSER VALUES OF EITHER TABLE 2 DP ANCHOR QUANTITY TABLE k J RD 0 SKI q; 14
AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP.
2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. A SILL or
RISER IS NOT REQUIRED. IF So. +DPS SHOWN IN TABLE 2 MAY BE USED.
CERT.01FAUTRON115 20
3) SEE SILL RISERTYPES ON SHEET4. 1070 TECHNOLOGY DRIVE
4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS.
5) REFER TO ANCHOR NOTES. SHEET 1. N. VENICE, FIL $4276 OF21 1�1 MD-5470.0
6) SEE SHEETS 11-16 FOR ANCHOR LOCATION& SPACING (941)A80-i6OO E!Ef
EXAMPLE:
3-PANEL. 3 TRACK. STRAIGHT CONFIGURATION - PXXX,
INTERIOR MOUNT POCKET, 48" X 84- NOM. PANELS.
LAMINATED, IG GLAZING. ANCHOR GROUP A IN WOOD SUBSTRATE.
PROJECT DESIGN PRESSURE REQUIRED: +48.21-58.6 PSF
P-HOOK JAMB
ANCHORAGE ANdH—ORAGE
DETAILS LIMIMILO
C�INAMF
v
MAY.
— r
-- simuli —
SHEEY12
SEE �KET �0
HEAD ANCHORAGE DETAILS
SKIM NOTE:
INSTAUATIONON
SNEETC
EMnLTRACKI
WOR NON41AUMURAL ANCHORS
SEACIDEDINTAILOASNEEDEUM
Sp AUIDITREEH�ORSILIFA
UM=)RSW"INAP0�.
sumlla INTMOR
L CENTERUNIF
_
cliNFUUME
owc. �—OFPMEL1
OF INTER�
I—
OFPANEt2
PwxETElY
CITHERS. SEE
NME %
SHEETS I
aw
IUCT REFERENCES, ALSO SEE,-_
2 FOR ALLOWABLE uvNr luum, IONS AND EXACT
is OF GROSS-SECTIOM DRAWINGS.
10 FOR SPECIFIC GLAZING TYPES.
17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES.
3 4 & 18 FOR EXTRUSION CROSS�SECTION DRAWINGS'
19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES.
21 FOR A BILL OF MATERIALS.
1) KNOWING THE PRODUOTS REQUIREMENTS. SCAN THROUGH TABLES I & 2
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF
+48.21-58.0 AT A NON. PANEL SIZE OF 48" X 84'. FROM TABLE i. SHEET 7, THE
DESIGN PRESSURE IS +601-60 WHICH EXCEEDS THE PROJECT DESIGN
PRESSURE REQUIREMENTS.
FOR WOOD INSTALLATION USING ANY J..pll 2L12
ANCHOR IN GROUP A CSEE TABLE A). TABLE b
I SHOWS ANCHOR REQUIREMENTS OR
2) ANCHOR LOCATION DETAILS. CAN BE FOUND ON:
HEAD CLUSTERANCHORS), SHEET 12 FORTHEICS'CLUSTERANCH . ORB AT
THE —INTERLOCKJASTRAGAL.
MmAEDIATE ANCHORSY. SHEET 12 FORTHE -+2 ANCHORS AT THE
�AUM VAN.L.
SILL(CLU ERANCHORS): SHEET 11 FORTHE 'Cr CLUSTER ANCHORS AT
THE INTERLCCI'JA8TRAGAL- P+2ANCKORSATTHE
i9m-DIATE ANCHORS): SHEET 11 FORTHE
�UM VANtL.
JAMB: 6 ANCHORS. SHEET 13 FOR GEN. LAYOUT.
ix —HOOK, 7 ANCHORS, SHEET 13 FOR GENERAL
LA—YOUT
3) INSTALLATION DETAILS INTO WOOD CAN
BE FOUND ON: F—
SILL ANCHORAGE DETAILS
PXXX (3-TRACK)
:ND PANEL ANCHOR EXCEPTION:
MLESS
H-V�
(MIN.
FOR SILL (SHOWN) AND HEAD. ANCHORS AT THE
MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE
D.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER
ORZ51hil- OTHERWISE ANCHORS ARE NOT REQUIRED AS
VINYL BUDING GLASS DOOR NOA
STRAIGHT DOOR EXAMPLE
NTS Ill 9OF21 lall MD-5470.0
EMRIOR
lul
MERIOR
lu
*z: H.. f'S705
SYRUCTURA"
SILICONA
E
31WNO�.
STRUCTURAL om.
10ILY1 Oi I WITH
R
WITHI)CE oulemw 1111"TOLAII-j=
F� r. ja �� CLASS-
EXI
a,- -INT. GLASS
KODISPACE
IS 4SG TPS
DURASEA
OSPACER
SUPER 1�3 RIOR
IsPRODUMSFXTERIO� 71V NOM
-dP—ACERO NXT� OLAMWIP�318 1
TOWARDSTHEE"EMOR. BITE
<3 iNTERPOR
PRODUSTIS-INTER1011- 70
GI-AZEW IF 0M is
TOWARDSVEWERIOR
POLYISO. DESICCANT FILL AREA
BLTYLEN .140M. GLASS DETAIL
SEAL
SJL�ONE SEAL R U'
RoLL.FoRME 0� '!
p
STANLESS STEE OTE8
J) "13AC SEDDINO SURFACES SHALL NOT BE PAINTED OR LAMINATED,
EXT. GLASS] 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. E.
III,
"T"=TEMPERED
XL EDGE'm
0 SPACER
VINYL SLIDING GLASS DOOR NOA A 1010511
GLAZING DETAILS la J RO OWSKI -0
is
I'S IV6
%A
CERT. Of AJTK MR90
1070 TECHNOLOGY DRIVE
N. VENICE, FIL 34276
�141)410-1601 SGD-5470 I NT8 10OF21 14 MV
SILL CLUSTER ANCHORS LAYOUT:
M�LOR
INTE�K—
GEWE�E 4'
Frolog
lu MWKC�URW
MCXOR�mw
M�L OR
. N%�Kl
CEMMLM 4'
EXTERIOR
m — —�
I T-
3.2Z'
EVER
�TMCKCWS�V'
15
�KOR L0=010
'crmcHORL�Tloms
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2)TRACK-TO-TRACK
DISTANCE IS 2.376" 2375,
FORALLSILLS:
4-
�TMCKCLUSTERW
mcKoRmalloNs
4.7MCK �TER
'WANMORI.CCATI"
Ir
14.
PMEL
ammm
jP4�
lul ��KIWEOWWYE
.1-�RL�ym
P� —I I
CMEMWE
EUE tc�
ID 3-IMCKNTEMEDATE
�VMGHORL"ATION
IOLOGY DRIVE
FL 34275
4;.- FAMON
PAHM
CEIVEWNE-
4"
eXTERIOR
VTPACKIM�DA�
42-�OR�Tlon
I 14oad(SW
i �m. 0 2 i
P�x 7
4"
&MCKNYMMAN
�2-ANCHML�WW
P�
�TmNE 4-
ff�- �
EMMOR
ID 2-MCKIMRMAM
-+SIMCKOR�ATMNS
ERI*R ��3 22
MMMINTMMEDIAW
43-�HORWCATLONS
PMEL
CENW�E
,MMI�WEDAn I
wMCHORLWAMM
NOTES:
1) ALL DIMENSIONS SHLAYN 8Kt
2)TRACK-TO-TRACK
DISTANCE IS 2XV
FORALLSILLS: I I
MNYL SLIDING GLASS DOOR NOA III lowlia
111?l J ROS(03WfSlU
ANCHOR LOCATIONS A
SGD447oFjFNTs 1 11 OF 211191 MD-6470.0 149T
4.�X �MEVWE
lwm�mwm=m
ON MINIMUM ALLOWED.
No.59705
1) (6n lA Mll� (6./
HEAD CLUSTER ANCHORS LAYOUT:
AETRAGAILOR
Em
ANCHORLOKYVFIONS
'CIVANCKORAOCANONS
ASTRAOALOR
WWALOR
INTERLOCK
CENTERLINE:] 4',
6 R �77— 3.22"
3-TRACKCLMER-Cy
ANCHORLOCATIONS
INTERLOCK
4"
CENTERLDIE,7
/ /--,
.
WEPM12-2
ID
2.jNACKCLUMRW
ANCHORICCATIONS
ASTRABALOR
INTERLOCK—
CENTERUNE � 4"
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) TRACK -TO -TRACK
DISTANCE 182.37W JW2-376-
FORALLHEADS:
HEAD "+" INTERMEDIATE ANCHORS LAYOUT:
PANEL
CENTERLINE
EXTERIOR
lu 2-TRACNINTER)IFE147F
.i-ANCHORLOCARON
pma
CENTERLINE
EXTERIOR
3-TRACKINTEMEDA75
ID ". ANCHOR LOCATION
44RACKINTERMEDIA76
'11-ANMORWCAMN
PANEL
CENTERLWE 4-
EXTERIO . R 3.22'
15 2-7RACKINTIERMEDIATE
WANCHORLOCA71ONS
ps
VINYL SLIDING GLASS DOOR NOA
ANCHOR LOCATIONS B
FL 342TS --- --F -
inn I rl r8GD-547oFiFNTs IF12OF21
CE 4.76"
3TRACS INTERhtEDIAIE
W ANCHOR LOCATIONS
4-TRACXINlERMElAATE'+2'
ANCHORILOCATIONS
PANEL
CENVERLINE-1
EXTERIOR 3.22!'
15 �TRACKRRERIAEOIATE
WANCKCRI-OCATIONS
PANEL
CENTERLINE 4"
3-TRACKINTERMEDIAW
-.7 ANCHOR LOCATIONS
4"
4-TRACKINTERMEDIANE-4T
ANCHOR LOCATIONS
NXES:
1) ALL DIMENSIONS SHOWN AKt BASED ON MINIMUM ALLOWED.
2)TRACK-TO-TRACK
DISTANCE IS 2.376' 1 t2 376"
FORALLHEADS:
Fplmt.l n
AH. 1;�
MI. -0
J ROS0WSqKI
MD�5470-0
LYNN
N.. 68705 . *
m
P-HOOK ANCHORS LAYOUT:
m
"T"
i)SEEIABLEI 1& 2 FOREXACT QUANTITY
OF
NO
..'RE. INTHEP-HOOK.
___pTmI0WF=M
F�MCWRL(X
FHG._dl_8Ill_=
r _j w- �bb
cl��
2.375'
W16C
21.6'
MAX.
D.C. EXTERIOR
L
MAXXI
I 2-TRACK FRAME
JAMB
NOTCHES
@1-X.600-
VIEW):
4.76"
21.6'
MAY
M
O.C. OR
i2_7
MAIX
3-TRACKF NME
JAMBANCHORS
JAMB
21.6"
MAX
O.C.
7.125"
4-TRACK FRAME
VMB —ANCHORS
JAMB
EEP NOTCHES
END @ I- X -SOW
SILL
Ia) I �UN _- _M'__ _A� (6) TRACK WEEP HOLES
ERY2,P@1.125 100"._/ EVERY 24' 01.125- X.190':—/
(i) WEEP NOTCH EVERY
24' @ 1.376' X.6001 (1) WEEP NOTCH EVERY
24Y @ 1.375- X.&W
SILL WEEPHOLE LAYOUT (2, 3 8,4 TRACKa
IN
CERT. OF AUM. 020298
,1070 TECHNOLOGY ORI
N. VENICE. FL 34276
(041)4801600
VINYL SLIDING GLASS DOOR NOA
ANCHOR LOCATIONS 0
mi.14
goillivill
Kelm
N�
NOTES: -
1) STANDARD ANCHOR LOCATIONS SHOWN.
FOR 3 AND 4-TRACK JAMBS. ANCHORS MAY
BE LOCATED IN ADJACENT TRACKS
(SIMILAR TO THE 2-TRACK JAMB) AS
REQUIRED TO MEET MIW EDGE DISTANCE
CONSTRAINTS.
@ I- X.60W
(0) TRACK WEEP HOLES /� -
EVERY 24" @ 1A28" X-19(r:—/
(1) WEEP NOTCH EVERY
21V @ 1.376'X.600"
J ROSOVISKI
NTS 111 113 OF 211191 MD-5470.0
PRODUCT RENEWED I I
H5AD 900 CORNER CLUSTER ANCHORS LAYOUT:
TERROR
ER
(USEWHERE-02-ISSINECIFIED)
rffw�m
4"
'CVANCHORLOCATIONS
(USEMERE-CYISSPECISED)
FAIrm
I
1. �.. I-- - 91hok
WANCHORLOMTEONS 15
(WEWERPCS�ISSPECIFIED)
r —P.-h —0- x-
4'
m
zTRACK90-COMNER n
-CFANCHORLOCATIONS
(USE MERE-OVISSPECIFIED)
4'
S-TRACKS0 CORNER
*0
'WANCHORI.CAWNS
(USEMEREWISSPECIRED)
SILL 90' CORNER CLUb I hKANUMUMb I-mlvu I -
rv9m rvqi
I
24MCKWOORNER FITER;1HOR
13
(USE... —
I
EXTERIOR
'COANCHORLOCATIONS lu
JUSEMERETriSSPECIFIED)
rrrrvi
IW- I elml
O.= EXTERIOR EX ag
&7RACKCo-CORNER — ATWK90-CORNER —
OVANCHORLOMTIONS TO ANCHOR LOCAVONS
(USEWHEREWISSPECHIED) (NEWHERE-0-ISSIPFCIAM)
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) DETAILS DEPICT ANGKOR QUANTITY AND SPACING. AND WOULD BE
SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS.
3) TRACK-TOTR 'T t2 376- .375' 1070TECHI
DISTANCE jS 2.37% 23,
FOR ALL HEADS AND SILLS: N.VENICE,
I I v (941)-480-1
2-TMCKSO-CORWR EX7ERIOR
'Ol'ANCHOR=ATIONS —FL
tUS9WERE'CVISSPECWK0)
1TV"
I
ERIOR
'CiANCHORLOCATIONS 15
(USEmFRET5-[BSpEClFlw)
"gimm
m 110-i
ommm
lml�l
gxplratton
Sr.
4
C,
RIOR
VINYL SLIDING GLASS DOOR NOA
ANCHOR LOCATIONS D
J ROSOWSKI
NTS Ill '14 OF 2.1 YJ MD-5470.0
T'I.AKCHORLOCATIONS
(UOEMERE TV IS SPECIFIED)
��CKIWCDRNER
-04-MCHORLOCATIONS
(useVMERETY IS SPECIFIED)
I
4-IRACKIM-CORNER. IV
'WANCHORWCATIONS
(USL�ERE TV IS SPECIFIED)
1
1 jamb I .—i
2.TPu4KI3VCORNER
TVANCHOR�TIONS
p3aMEREWSISPECIFIM)
Rmw
�MCKJWCORNER
.DVANCHORLOCAMONS
(USE WHERE TV 18 SPECIFIED)
EXTEFROR
1104
SILL 1350 CORNER CLUSTER ANC JORS LAYOUT:
lot.
0
44" 4-
4" FS. 4"
�IFACKJOVCORNER 2-T K13VWMER
TVANCHORLOGIVOW
TVANCKORUDCATIONS (WE�RE'CVMSPECWIEO)
(USEMERE-CrISSFECIPIED)
4'
3,MCKIWOORNER
Tl�IrHURLOCA=N�S
,us" RE rISEECI I.)
EXIERSOR r PL—�— EUERIOR
CIMM13VCMER 41� 4-TRACKISPOORNER
TVANCHORL�TIONS 'U-ANCHORUCCATIONS
(MEMERETVIS SPECIFIED) (USEMEHETS-188FEWIED)
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
SIMILAR FOR OUTSIDE [SXOWM) AND INSIDE CORNER CONFIGURATIONS.
3) TRACK -TO -TRACK 175" 1 V2Z 6"
DISTANCE IS 2.376" §2137 io
FOR ALL HEADS AND SILLS:
�T�XJWCORNER
TVANWOPLOCAMONS
(USEMERETV156PISCIFIED)
FL 34276
A.TRkCKj3VCORN5R
TVANCHORUDCATIONS
(USEMENEWSISPECIFIED)
M
PRO UCTRENF-WEDdl
.._.2PE
IS ....... I.
19 10.02
.127
OR
140, SEF105
&LYNN IAIULEK PE.
GLASS DOOR 140A 1811010"I'll
TIoNs E JaPFJROSOWSKi
NTS Ill 15 OF 211191 MD-5470.0
SPLICE
LOCATIONI�
4-
2-7 RACKSPUCE
'WANCHORLOCATIONS
(ILSEMERE-OXISSPECIFIED)
4.75'
4"
(USE MME 'CX IS SPEINFIED)
4.76'
I i 4"
4-TRAMSPUCE
WANCHORLOCATIONS
(W5MERE-CYISSPECIF190)
rIGImilli
3z
0�00200
mwrnm�
SPLICE
LOCATION
4�
L.
E��
32Z
'AlICHORLOGATIONS
(USE MOE 'CV 13 SPINCIFIED)
SPLICE
LOCATION 4'
EXTERIOR
'OE ZC1ICR Lny�' ON 3
(USIR.E., E� C".�M
,,SE WERE TS' IS SPECINCO)
SPLICE
Lowloii—,
4"
EXTERIOR
lu �TRACKSPLICC
ANCHORLOCATIONS
(USEMISFE-WISSPECIFIED)
NOTES:
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUMALLOWED.
44RACKSKISE
WANWORI-OCATiONS
(USEMME-CYISSPEOFIED)
2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK.
FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9.
3) TRACK -TO -TRACK W2 376,
DISTANCE IS 2.376" 1 V2 37W
FOR ALL HEADS AND SILLS:
4) POCKET WALL OR CAVITY IS NO r PART OF THIS APPROVAL AND IS TO BE DESIGNED
By OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
SPLICR_
47
EXTERJOB
�TRACKSPLIEE
ID -WANCHORLOCAliONS
(USEMERE-WISSPECIMEO)
k I
LEM
E.&.U..
EXTERIOR 3.22
VINN Qk
(USE"ERE-W IS SPECIFIED)
No,-
Ftollvv�--,
........ ...
P.E.068705
DOORNOA
VINYL SLIDING GLASS ff!�
a 1010511.
I
RANCHOR L=OGATIONS F
It J ROSOWSKI
il
I'N . . . =L
32
. � � a LA
NTS A 16OF21 a MO-5470.0
PANEL'S RIGHT STILE TYPE
PANEL
OMIDEW
INSIDEGO'
OUTSIDE136-
INSIDEW
TYPES
GINGUE
SNUG
FRED
WCIUTI�
ASTMOAL
WMM
ABMGAL
M�
MMGAL
AST�L
IN�
MRUOM
MILE
wmNaLli
BOXOUT
ROXIN
REBENEIA
RECEIVER
RECE]Wt
RKEBkK
11TEEMOR On
BUT
IN
EMEIVOROMED
—TIM
8 NOUE
NO I ERLOCK
E
F
PIP
K
L
L
TC
TA
TV
TW
BUT
p"m
SINGLE
JNTEftU0CK
B
H
p
A
C
C
SC
12A
sv
sw
U,
FIXED
R
R
FD
FV
FW
Lo wim
D
NANDUE
'c
LBOXOM
ASTMOAL
N
T
u
Ui
-j
BOXIN
ASTRWAL
CT
CS
'CF
Lu
RECEIVER
z
im.m.
AW�
AT
AS
DF
RE(NOWR
OUTAW
ASTMOAL
VT
VS
vi-
RECOVER
IN. Im.
WT
vvo
vvr-
RECEIVER
LEFT RIGHT
PANEL PANEL
STILE STILE
PANEL TYPE 'F" SHOWN.
PANEL NOTES;
1) SEE DPIANCKOR TABLES 1 & 2, SHEETS 7-B FOR PANEL SIZES & DESIGN PRESSURE.
2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIO148 AND ARE
NOT AVAILABLE.
3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS SOP.
4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR CLAZED. 807H
TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10.
SCREEN PANEL TYPES
c
DOUBLE
MM%L
MR�K
mILE
0111"El
INITEIIUOCK
LOCKSTIRE
cjlllllz:z
ASTIMM
SINGUE
EbIll"El
DOUBLE
so
IMERLOCK
IMMILOCK
DOUBLE
I-OCIMILE
A
uqMLOCK
uAIMCAL
LOCWILE
DS
DOUBLE
rlll�
UINGLE
INTE�m
INTERLOCK
VINYL SLIDING GLASS DOOR NOA III I U/Ubll-
PANEL TYPES II&I J ROSOWSKI
34275 1 IJiFsG—L;-S47oVlNTS 111 17 OF 21 IX91 MD-5470,0
Exp1milon
LYNAf
*:-, N.. 687ns % *
68761 5'0 26 650 .291 .061 [--.762
joo�
030 .301 1.928
INTERLOCKCAP.
ig"ElL 1.68 'f-062
22
--j ! E SCREW TRAWNSERT 5.178
1 "00 PH (DCOVER(PVC) @ANCHORPLATE @ EXTENDED POCKET
(D2TRACKHEADIJAMS @ 4 TRACK SILL 231 060 -1 2060 .100 -1
1.000 252 062 fil 1613 - �o
82W iA35 .080
8.250 M9 0 1 tfs3l
100 4f
Je3- H 21 06' is-,LLTRACK .060
i, i - A q)
IISCT;T�OM;f FRAME SILL @ P-HOOK ADAPTOR 08 P4iOOK
3 TRACK HEADIJAMB 3TRArK BILL I'l SUPPORT ADD -ON COVER .004
.2 1 061 2Z9 2 07t5! u4
F f'
cr:a==� .076
2.607 --41
100
I - .64' 14,
6875 IN26 6n00 1.40B
2
rl"FIRCeM"T @REINFORCEMENT @FIXEOPANELCLIP
Ej .100 081 rX E=DE�062 KEEPER @ BAR COVER BAR
Fftmom-A A @ KEEPER
@ 4 TRACK HEADIJAM3 @2 TRACK SILL t-2.511-1 T-V 1- 2.838 -1
2.0�3 9
LT01
0 (NIERtORJAMB COVER
2633
@ TOP. BOTTOM
AND STILE
REINFORCEMENT
3A52
@135' CORNER
ASTRAGAL
16264
36
2.. L .188
.4
120. 182
TOP. BOT70M I@ INTERLOCK.300
ANDS71LE REINFORCEMENT.
COMPOSITE STANDARD
REINFORCEMENT
--" i-472t--
.070 t2-171525
@135* CORNER
PASSIVE MOUNT
.244 f .262
i I
..261 1.261
BEVELEDBEAD @10'G'jEl6E"BEAD
.309 2:16
6
3.483 .'126
0701
2.16B 2-026UJ9.312 .0 2.2`10 V4LOSjOO752.116
f . T�-2.Til)
A
4120�.182 2.291 .100
INTERLOCK.400 @ASTRAGAL @EXTENDEDPOCKET (BINTERLOCK
@REINFORCEMENT. REINFORCEMENT D INTERLOOKADAPTER ADAPTER
HEAVY-DUTY
.060 13.713
ifflo
@135-CORNER
ASTRAGAL CAP.
EXTERIOR
100
126
2.141-11
,329
gREINFORCEMENT
PLATE
LZf-1.876-1- I PRODUCT RENEWED
as complyInty with the Fluids
PANEL STILE TOP B-Ildl-I --d-
AND BOTT& FAIL GA-M.. 15,12110.02
g3.32W6 1--3.345---1 NOTES:
IS 1)SEESHEET4FOR
090 060 SILL RISERS.
.046 1.600 3.247 2) SEE SHEET 20
29 .065 910 FOR SCREEN PARTS.
@135-CORNER @GO' CORNER
ASTRAGAL CAP. ASTRAGAL
INTERIOR
(@0WCORNER 'CORNER
ASTRAr
�AL CAP,
ASTRAGAL CAP.
EXTERIOR INTERIOR
VINYL SLIDI NG GLASS DOOR NOA
SL' ) 'G
FEXTRUSIONS
H.02W95
OGY DRIVE IS( ' I --T
34275 TS I 18OF 1 14
1 SGD-6470 fflWsTla OF21 14
3)ALLDIMENSIONS
IN INCHES. ...........
LYNN
JROSOVVSKI
MD-5470.0
2)INSTALLCUP HEADER BLOCK TO HEAD JAMB TO HEAD
i)INSTALL CHMENT ASSEMBLY
(4) ANCHOR CLIP INTO 114TO FRAME ATTA HEADER
TYPE AS USED PANEL JAMB & INSTALL ONE BLOCK AT 64 BLOCK
STILE SUBSTRATE,SEE EACH INTERLOCK
ITN INSTALLATION, TABLEI AT ASTRAGAL. INSTALL
A EASHEETI ONEBLOCKTHAT (3) #a x
molox SPANS BOTH PANELS. 1"SMS
I.6"SMS
00
FIXED PANEL CUP
FrAED INSTALL ONE CUP ATTHE (2 114'
23 PANEL MIDSPAN OF EACH FLXED X2-11,VSMS
CLIP PANCL-TO6FRAME JAMB LOCATION.
A
w8xi
BOTTOM RAIL t
SUPPORT&-/ IT
(2)#10)(i-GMS
THROUGH SUPPORT,
INTO PANEL
INTERLOCK SILL RETAINER
CLIPATTACHMENT
INSTALL ONE ASSEMBLY AT EACH INTERLOCK
PANEL
ASSEMBLY
ALL PANEL CORNERS
WELDED, NO ASSEMBLY
FASTENERS
KEEPER TO JAMB
ATTACHMENT I
INTERIOR
EXTEMOR
ITES
DETAILS APPLY To z, 3 AND 4 TRACK CONFIGURATIONS.
SEE SHEE I'S 11-16 FOR ANCHOR LOCA71ON & SPACING.
k.YNN 4,
SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS.
AT ALL FRAME ANCHOR LOCATIONS -
N&$
CONTINUOUS ANCHOR PLATE, ITEM 98. 19 REQUIRED
VINYL SLIDING GLASS DOOR NOA
10105115
No. ST105
VENICE. FL 34271S
ITACCESSORIES INSTALLATION &I J R0SCWSKI I I
NTS 11110 OF 21 ji 01 MD-5470.0
ps.
BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: &.& a
102 119 11 3 X� 123 132 IN
its HORIZONTAL SECTION EXAMPLE
HORIZONTAL SECTION
EXAMPLE 131
102
121
109 El EJ
I s&.@ its its Me-@ . HORIZONTALSFCTION EXAMPLE
IN 112 120
IN HORIZONTAL SECTION
102 EXAMPLE 1-081—Vi1778 1.202 5
. m —4 1 .050 .045
.875 — .050, 7;4
.875 1.020 SCREEN (9SCREEN SCREEN OXO
�[ I @FRAME SIDE RAIL, @ASTRAGAL
I i.rT93 1.8 RAIL LATCH ADAPTER
L LT. PRODUCT RENEWED
062 062 082 as compl&cq with tho Florida
BOXSGREEN (qBOXSCREEN N 1435 NO".. 16-1210.02
@BOXSCREE B.Ildl., do
STOP RAIL BOTTOM RAIL SIDE RAIL fj r—.726 1
D F Explusucal Data 04121120211
.705 lf-[7 111�"'
_.040 0 62 B liunlov.qxr,aaras'..."o,
1693 120
1.020 120
1.373 1-- SCREEN VINYL (BFRAME SILL
0163 2 R@OR@ ASTRAGAL SCREEN
1. r33 r 124 ADAPTER ADD -ON
@
ID
--4 1--.372
(RBOX &OX SOXSCREEN
SCREEN SCREEN (3OXO
INTERLOCK SNAP -ON ASTRAGAL
RUO FLAP ADAPTER
VERTICALSECTION VERTICALSECTION I LYNAf
EXAMPLE EXAMPLE NOTES:
1308 1-- 1) ALL DIMENSIONS IN INCHES.
1-4117
w 1343 .055 140.58705
502_ 11 A87 VINYL SLIDING GLASS DOOR NOA 11110105116 — .
i� — I — . I
0
SCREEN DETAILS a� J ROSOWSKI 7-1 6
. rA#6
REEN (BBOXSCREENHEAD 's
(qBOXSCREEN OxSC pff.
ASTRAOAL &SILLAOD-ON ANDJAMBADD-ON
ADAPTER 1070 TECHNOLOGY DR
N. VENICE. FL 34275 MO-54
(941�480-1600 SGD-5470 NTS 20 OF 21 1�1
Part#
Description
Material
Rigid Pvc
meek 8
It 8111
Milld PVC
�lrax rrqrao�am-
HQW'W'
K101a FVU
—FgTd —FVC
!2w
3-11001c Bill
lem,
4-Mook Heoulklernt,
R191d PVC
8
19028
i
4-Throk SM
Troo
Rlald PVC
7
MID09
Former SOMW CMr
Rl9Td PVC
B
19331
hur
Anhow Plate
7
0063-TOAlum
9
10007
Track Inowt I
8053-TS Alum.
10
10084
Intorlock Cap - Extended POOM(a
11
1903B
d N
Bottom Ran Support
um
T'L
M5
12
MOM
cuftertftft�r
'a., alit C.,
6 TO AIR
I
IOOJI
SM Track Dow
Rigld PVC
17
1OD32
P-Hook Adapter
6003-TO Alum
is
i9ad;
P-Hook
M To � um'
10
10047M
ExtendedKeeper
60531TI ALI.M.
20
19029M
Kenner
21
IOD14
Robloorcoment aw Dow
I Now Pvc
22
1903D
RoInloreemml Bar
Alum.
0
12037M
Read Panel CIO --F6-0ea7A'Wm
Z
24
plate
TopHenioucatonnRallandt-ockaille
Reinforo.mard
6 �&T6AIUM.
28
is 5
CMP03XO
27
IsoiBM
I
inleflock.300RO to ement,Sd.
&-To Alver.
;00&5-
28
19013M
ra
batertock A In mont.
'S Mm.
29
10019M
Astragal Roll Meet
a
ouooa�� Alm.
T
19083
Extended Poo at Iniodook Adapt w
T
31
Intonw), M r
M6063
Ridd PVC
Issue
AstroaalAME-on
Pnigild Pvc
33
igom
Panel side. Topneuttorn Roll
Rlgld PVC
'A
latial., Jamb COMOT
6003-76 Alm.
6D63-TO Alum..
i9Di7
iw DomorAsmago, FoUnna onorm
I
37
Iowa
lw warrarRatmool Cap - EXEI.:�
PVC
�Pllljd
I
iav awnerAstrogal Cap - IM.
I Meld PVC
Rig
39
Iswo,
w vorner An
A
Parip
Dewriptlon
Material
40
0
W Camerfiadmol-cop - —Ext
41
19082
DO'COMOT ASIM981 Cap - Ind.
MgN1 PVC
11
Jesse
911-1 Is a a r -
—(2-iJr)
75WTO Alum
-iD5753 —Alm
43
79-U-2A
810 Near- (3-11T)
—A]=
44
IM3A
Fla leser-wIllo.)
FOU78
-RUTB —AtM
45
KIM
oil Rlaor.(4-618-)
to
'onuun'
187- x .22V Fbmeal (81119)
61
7TI-21-K
L
141r X I- X 3W Fin Bad
DWI Plug
62
71690
DuStPlUg
So
PVC
at
78IM
TowernioularAssennory
as
02
78163N jTendann
Roller Assembly
Nylon
63
78)V6FPTX
x Ph. PH SM C a or n
as
41ODN42
me, Header B=K
4M
[or Adj. Hote Plus
PVC
385
Ole Bumper Stop
PVC
7OX114FPTX
x 1-1/4' Ph. MH SMS @Bumpor
as
08
7169BG
Plug
PVC
69
70186X
Usti Mortho wok valone 76M Plata
an
70
7iO32)(IFPFX
-32 x I- PILFH MS C Look
as
11
1 wine
Kandla Put
Cut 71--
m
Klnn"71� �4�07PIILII%�
So. She.,
76
louanox, SuperSpacorwwrt 11% Me" .
a" Buad
10 for
7T
uenel DUMS091
Material.
Uemlnal)LEdge Spacer
7 9
a
;jGS-770OBackboddlnot
Dowumbnoom —
Sillcona
19044
1-1116. Bvvolod Bead
R191d PVC
0
IONS
T--ifir Dews Boad
s
a 80
1726K
setting Block ... a V a L I _d�
go
go
7SIPM
age V Ph. PH 1 ��:11 :! i 1:1: __p
wi
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