HomeMy WebLinkAboutNOAM16"M
SCANNED
BY
St. Lucie County'
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
.rLi I Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Mimi, Florida 33175-2474
T(786)315-2590 F(786)315-2599
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 AID (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 (M)" sheets I
through 21 of 21, prepared by manufacturer, dated 10/05/15, with Revision A dated 04/05/17, signed 'and sealed by
Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as
applicable are required.
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.
TE RMINATION 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.
ADVE RTISEMENT: 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 NOA #15-1210.02 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 K. Plasencia, P.E. M&M A�k
L uu, 0; Py
�,� L f��
NOA No. 17-0420.07
Expiration Date: April 21,2021
Approval Date: September 28,2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE D
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Sithniftted under NOA No. 11-0107.09)
2. Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NOA (NI)", sheets I through 21 of
21, prepared by manufacturer, dated 10105115, with Revision A dated 04/05/17, signed and
sealed by Anthony L. Miller, P.E.
B. TESTS
1. 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, 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 film A-5), dated 11/19/10,
signed and sealed by Jorge A. Causo, P. E.
(Submitted anderNOA No. 11-0107.09)
2. Additional test report No. FTL 6638 (samples A- I 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 under NOA No. 11-0107.04)
3. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15,
revised on 02/15/16 and 02/24/16, signed and sealed by Idahnis Ortega, P. E.
(Submitted tinder NOA No. IS-1210. 01)
4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11106115,
revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E.
(Submitted under NOA No. 15-1210.01)
5. Additional test report No. FTL 8547 issued by Fenestration Testing Lab, Inc., dated 12/04/15,
revised on 02115116, signed and sealed by Idalmis Ortega, P. E.
(Subinitted tinder NOA No. 15-1210. 01)
6. Additional test report No. IFTL 8548 issued by Fenestration Testing Lab, Inc., dated 12/04/15,
revised on 01104116 and 02/11/16, signed and sealed by Idalmis Ortega, P. E.
(Submitted tinder NOA No. IS-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 Idahnis Ortega, P. E.
(Submitted un der NOA No. 154210. 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 under NOA No. IS-121 0. 0.1)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by
PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E.
(Submitted underNOA No. .15-1210.02)
Jorge X Plasencia, F.E.
Product (Control Unit Supervisor
NOA No. 17-0420.07
Expiration Date: April 21, 2021
Approval Date: September 28,2017
PGT Industries, Inc.
NOTICE, OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (continued)
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
I . Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White
Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on
09/30/19.
2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their "VE 1000
Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and
Doors", dated 12/08/16, expiring on 12/29/21.
3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown
Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and
Doors" ' dated 08/13/15, expiring on 09/30/19.
4, Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for
their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for
Windows and Doors" dated 09/15/16, expiring on 02/04/2 1.
5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for
their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior E xtrusions for
Windows and Doors" dated 09/15/16, expiring on 04/16/20.
6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for
their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17,
expiring on 02/28118.
7. Test reports No(s). 10-002-792(A), 10-06-MOS27, 535753-09, per ASTME-84, ASTI�IDI929
and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material.
(Subinifted under NOA No. 11-0107.04)
F. STATEMENTS
1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-61h Edition (2017),
issued by manufacturer, dated 08/14/17, signed & seated by Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed &
sealed by Lynn Miller, P.E.
3. Letter of lab compliance, part of the above test reports.
G. OTHER
1. Notice of AcceptanceNo. 15-1210.02, issued to PGT Industries, for their Series "547011 Vinyl
Sliding Glass Door (Reinforced) — NJ.", approved on 03/0316 and expiring on 04/21/21.
Jorge X Plasencia, P.E.
PF4'd/uct Control Unit Supervisor
NOA No. 17-0420.07
Expiration Date: April 21,2021
Approval Date: September 28, 2017
E-2
SERIES 6470, NON -IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90*/1350 CORNERS
GENERAL NOTES:
1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10,
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS 13ASED ON TESTED PRESSURE AND GLASS PER ASTM Ei300.
B. POSTIVE DESIGN LOADS BASED ON TESTED PRESSURE. WATER TEST PRESSURE AND GLASS PER ASTM F13130,
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 334r3% 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 FLORIDA BUILDING CODE (FBC).
4) SHUTTERS ARE REQUIRED PER FBG REQUIREMENTS, AS APPLICABLE.
5) INSTALLAT16N—SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT.
6) REFERENCES (NOA%) ELCO ULTRACON. CRIETEFLEX & AGGREGATOR ANCHOR NONS, ENERG I FENESTRATION
SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES
COATI=[) (PAINTED OR LAMINATED) WHITE RIGID PVC NOA
6338. 864M649, 8662, 8717. 8968 & 8970: EXOVA-lO-W2-7MA) & 10-006.1 D231;
7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THIS REQUIREMENTS OF THE FBC, INCLUDINGTHE
HIGH VELOCITY HURRICANE ZONE (HVFM. THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI
FENESTRATION SOLUTIONS USA, I NO. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FBC FOR
PLASTICS. (COMPONENT REQUIREMENTS).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FSC, AS APPLICABLE.
9) DRAWINGS DEPICT EXTERIOR-GLAZJNG, 140WEVER INTERIOR -GLAZING MAY BE SUBSTITUTED.
10) THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES.
ANCHOR NOTES,
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE
TABLEA:
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I IMPACT RATING
NOTP TrERD FOR MISSILE
IM A� ESISTANCE
DESIGN PRESSURE RATING
SEE TABLES 1. 2 & BI, B2
ON SHEETS 7 & 0
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2- THICK, PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL
- MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO
c—pl,
IF UNIT IS INSTALLED DIRECTLY TO SOU D CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE i -1/2o THICK OR
MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
BuIldl.9 C
0"..-
GREATER 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
BUI UDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENC31NEER OR ARCHITECT OF RECORD & TO BE
Expimtlon
REVIEWED BY THE BUILDING OFFICIAL.
'UNGROUTEO CMU` VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED
i
BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE� GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK.
NON-METALLIC GROUT. MAX. IW THICK & 34DO PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE
LENGTH OFTHE BILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE 16 WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,
OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
INSTRUCTIONS:
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING. THE ANCHOR REQUIREMENTS FOR
THE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES I OR 2,
DEPENDING ON THE REINFORCEMENT LEVEL DESIRED.
2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE
NOMINAL PANEL WIDTH IF YOUR EXACT SIZE 18 NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED
WIDTH ANDIOR HEIGHT.
3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOSTAPPLICABLE. ANCHORS ARE DEFINED IN TABLE A.
THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE. MINIMUM EMBEDME14T AND MINIMUM
EDGE DISTANCE.
4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 4 VERIFYT14AT THE OPENING�S REQUIRED
DESIGN PRESSURE IS MET OR EXCEEDED. USE THEANCHOR QUANTITIES SHOWN.
6) INSTALL AS PERTHE GUIDELINES OF THIS SHEET -SET.
8) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9.
CODESISTANDARDSUGOD:
OnIT FLORIDA BOWING CODE rBC�'. 6TH MMON
2D14 FLORIDA BUILDING WIDE FGC MBOMOU
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VINYL SLIDING GLASS DOOR NOA (NI) 10/05115
GENERAL NOTES
141 UPDATED TO FEIC 2017, VINYL MFG. R91 D410rd`171
NTSIAl 1OF21 R91 MD-5470.0
PE
MAX UNIT WIDTH
. ....... . .. .
MAX. UNIT WIDTH
MAX ' . UNIT WIDTH
NOM. PANEL WIDTH
NOM. PANEL WIDTH
NOM. PANEL WIDTH 1:i7
NOM. PAN
PER TABLES I & 2
PER TABLES 1 & 2
PER TABLES 1 & 2
PERTAI
N,
MAX. UNIT
HEIGHT
MAX��
HEIGHT
MAX. UNIT
HEIGHT
MA)
HE
PER TABLES I & 2
PER TABLES 1 & 2
PER TABLES 1 2
F
TABL
MAX. UNITWIDTH
MOM. PAN
PERTA
MAX
HE
PEA TA
NOM. PAN
PERTAB
MAN
HE
PERTAE
pli
4)
NOM. PAN
PERTAE
.1-WIDTH
-ES1 &2
MAX. UNIT wiv I H ---
UNIT
GHT
LES1 &2
MA)
HE
PERTAI
51. WIDTH
LES I & 2
mm.UNI I WIDIN
UNIT
GHT
ILES 1112
/Y
NOM. PAN
PER TAM13
MAX
HE
12 PER T
6-PANEL CONFIGURATIONS (1)
MAX. UNIT WIDTH
ELWIDTH
LES 1 &2
mf%�UNIJ WIWI K
F--4;
. UNIT
IGHT
2///
ER
FS 1 & 2
L--
4-PANEL CONFIGURATIONS E�
MAX.UNITWIDTH
NOW. PANEL WIDTH
PER TA13LES I & 2
Mm. UNIT
HEIGHT
PER
TA13LES 1
T
—1
RYE
'IN,
ss
811
10
11
I
Iso
SRI
I
I-
Nis
L
it
IN
IN
IPRODUCT REVISED
as the Florida
soildl.,
hlo�!N.. 117-0420.07
E-Pl,all-. Data 0412112021
MI. Virc do. t7.—.. —,,.r
7-PANEL CONFIGURATIONS (1) '
8-PANEL CON S (b '
I
CONFIGURATIONS NOTES:
'X' = OPERABLE PANEL
"0'-
OLD WIDTH = NOM. PANEL WIDTH
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAME, INOPERABLE PANEL
NOM. PANEL WIDTH - PANEL WIDTH + 1,V16"
LY*v"',
LOCATIONS, EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXXOR)COO(p. OXXX IN 0'=PCCKET
DLO HEIGHT =DOOR HEIGHT - 11-1116P
atlY
......... 4f
POCKET CONFIGURATION CAN BE OXXXp.
PANEL HEIGHT = DOOR HEIGHT - 2-11r
I
VINYL SLIDING GLASS DOOR NOA (NI)
IWOS/15
2) go' & 135- CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS.
3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND
EXAMPLE CONFIGURATIONS
& J ROSOWSKI
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
LETTER
NO CHANGES THIS SHEET.
04105M7
t f—DETAIL
�y .....
4) FOR NOM. PANEL WIDTH, SEE TABLES I & 2. ED
1070 TECHNOLOGY DR---
. W
",,;?/VAL
15) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.650 FT2 SHEET NUMBER
N. VENICE, FL 34275
(941)-480-1600
!2L5470
NTSjjj
I
Jill
Inn
19,41.
&LvhNmn1LEFpE
_Jli
P.1145370
FD-ETMIL-All
IMRJIX�
CONCRETECIVI.
1wMAX.
TYKANCHORTYPE,
EMBEDMENT AND
EDGEDISTANCEPER
SUBSTRATE, BEE—\".
TABLE A, SHEET 1
NOTE 3, BELOW
EMBEDMENT
EDGE
DISTAN(E�.�-
IX 1R2XW700D
T",
BUCKSTRIP. SEE
AN NOTE 3. SHEET I
PL
AN
LOO
FD-ETAI-LA2
2X WOOD BUCKSTRIP OR
FRAMING, BE
NOTE SHEETI
TYP. ANCHOR TYPE,
EMBEDMENTAND
:DGE DISTANCE PER----/
SUPISTRATE.SEE
TABLE A, SHEE71 &
NOTE 3, BELOW
EDGE
�— 114'MAX.
EMBEDMENT
1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
2) REFER TO ANCHOR NOTES, SHEET 1.
3) SSE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR
ANCHOR QUANTITIES, SEE TABLES 18 2.
4) CONTINUOUS ANCHOR PLNrE. ITEM 48. IS REQUIRED AT ALL
FRAME ANCHOR LOCATIONS.
O�
I'AnI.
rN
ETAIL D1
METAL TYP., SEE ANCHOR
NOTE 4, SHEET 1; MIN, OF 3
THREADS BEYOND
THE
M ALSUBSTRATE
FRAMEWIDTH
/_ 98 X 3/4' EMS REINFORCEMENT SCREW. 7
U"PER STILE, LOCATED AT CENTERLINE AND 6".
HORIZONTAL SECT&-(,�& SHOWN)- 9- & I T' FROM ENDS (FACTORY INSTALLED).
DETAIL C2 DETAIL D2 DETAILEB2
UOWED IF DOM EMBEDMENT
DAYLIGHT Wnwmo�w
OPENING 114- MAX. --I
Will H E
DI 4CE
Im Mrs m
TYP. ANCHOR TYPE. I,AnE
EMBEDMENrAND
EDGE DISTANCE
PER SUBSTRATE.
SEETABLEA.SHEET
I &NOTE 3. BELOW
I
L:��- J
PANELWIDTH R : CMU PER ASTRAGAIL MAY BE
COMO ETFJ
AN HOR QUIREMENT NSTALLED IN EITHER
HORIZONTAL SECTION (X C SE P& :NTERIOR OR
F XED PAN CLI
SHOWN) -��'IVAINCIHOIRS SEE EXTERIOR DIRECTION.
MINFORM11W TITO OU NOW 5,XM_8ME_" DETAIL SHEET 19 ALL PARTS IDENTICAL.
rM��MES.J]a
�RAG" FMO I VINYL SLIDING GLASS DOOR NOA (NI) 1=15 6
GTUS�
kwlzwa� 191 INSTALLATION. HORIZONTAL X-SECT.11 tj J ROSOASKI
5) PANELWIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGALADD-ON.
6) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS ALL 114MRLOcongi
REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGT� OF ONLY
THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. symaARD
7) SEE SHEET 2D FOR SCREEN DETAILS.
u
01 NO CHANGES THIS SHEET. U1041061171
NTS jjj 3 OF 21
MD-5470.0
DISTANCE
TYP. ANCHOR TYPE�
EMSEDMgNTAND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE A, SHEET I &
NOTE 3, BELOW
PRODUCT REVISED
05 COMPlying With tho Flofldn
G.d�
17-0420.07
Upl.ti.� lo�b04121/2021
TUT
ETAIL El TYP. ANCHOR TYPE, EMBEDMENT DETAIL E21 DETAIL E3 FD-ETAILE4�
WTO �omy AND EDGE DISTANCE PER � Iwo= iwo��ImY DADE APPROVED MULLION, FBG
lxeu�p SUBSTRATE, SEE TABLE A. SHEEr COMPLIANT ALUMINUMISTEEL
I& NOT 3, EEr 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD. MAY
FRAMING, SEE ANCHOR ��EDrE DISTANCE PER --CONCRETEJCMU PER BE VERTICAL OR HORIZONTAL.
R
CONCRETEICMU NOTE 3, SHEET �SUBSTRATE, SEE TABLE & SHEET S 'ST
EDGE [— , I \ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES,
PER ANCHOR DISTANCE EDGE EDGE TABLE A, SHEET I
REQUIREMENT I & =NOTE3, THIS SHE: GIST C
EMBED- ?DISTANECE -I DISTANCEf— rZ EDLGEAN E
EDGE DISTANCE
EMBED
MEW
EMBEDMENT EMBEDMENT
IEM I
ED ENT
NCHORPLATEAT
EVERY ANCHOR
LOCATION I
DAYLIGHT
OPENING
HEIGHT
ME�
0
114' MAX.
GROUTAS
NEEDED,SE
ANCHOR NO'
5, SHEET I
1/4'MAX �
IXOR2XWOOD
BUCKSTRIP, SEE
ANCHOR NOTE 3.
SHEET 1
HEIGHTH .62 1
FRAME
1/4 MAX
EMBED- EMBEDMENT
MENT
GE TYP. ANCHOR TYPE, F
Dil T CE EMBEDMENTAND 2X WO
EDGE DISTANCE FRAA
G ONCR
? ETElCMU PERSUBSTRATE.
m SEE TABLE A,
:PER ANCHOR WDETAILF1
REQUIREMENT mo �OwY SHEET 1 & NOTE 3.
THIS SHEET
1114'MAX l �!) H U I-1/4"MAX. U Q) H 0 L- 1/4' MAX.
"IT�Y%ANCHOR TYPE, EMBEDMENT AND TYP. ANCHOR TYPE, EMBEDMENT AND
P
EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRA:rE, SEE
TABLE A, SHEET I A NOTE 3. THIS SHEET TABLE A. SHEET I & NOTE 3. THIS SHEET
NOTES
1) DETAILS APPLY TO 2. 3 AND 4 TRACK CONFIGURATIONS.
2) REFER TO ANCHOR NOTES, SHEE r 1.
3) SEE SHEETS I I & 12 FOR ANCHOR LOCATION & SPACING,
98 X 314'SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2- DLO WIDTH - NOM. PANEL WI DTH - 8-9116'
SCREW; 3 PER RAIL. LOCATED AT 4) CONTINUOUS ANCHOR PLATE ITEM #8. IS REQUIRED AT OLD HEIG14T = DOOR HEIGHT - 11-111 W
CENTERLINE AND D' FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT - DOOR HEIGHT - 2-11T
(FACTORY INSTALLED) 6) SEE SHEET 20 FOR SCREEN DETAILS.
6) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS.
PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
qEI HT BILL RI LENGTH OF THE EXTRUSION, REFER TO TEST REPORTS FOR PRODUCT REVISED
VARIES ITH EXACT DIMENSIONS. aBs gg
ptzwlth�oFladda
REQUIRED 110�ft. 17-042OmU7
POSITIVE �&.tl.. �t. 04121)2021
DESIGN
PRESSURE, .390---1 By 1�
SEE SHEETS .39
7&8. .390-1 :37L
42 M20=1 1.19�3 4.041
�45�SOWPLY A23 2.887 L 3.464
t L .060-11 - .060
2-112"-IOTAL 000
19 94
V .. —M t '34
�0 a.. WILY
I TOT IX
SILL HEIGHT (g)(SILL RISER @(SILL RISER SILL RISER SILL RISER
7-73 (2-1/2'TOTAL 3-10TOTAL (4-1116- TOTAL ("18- TOTAL
S BI 0 ........... . 4,/"
I ILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT)
N..6a?o,
10105116
VINYL SLIDING GLASS DOOR NOA (NI)
NC I
6TIYP. ANCHOR TYPE, INSTALLATION, VERTICALX-SECT. jja�JJROSOWSKII
EMBEDMENTAND 0
PUT 11 ....
HIJ04105 11 '
EDGE DISTANCE ..0.11 POMMSY�M NO CHANGES THIS SHEET. 117
PERSUBSTRATE, AUA�.. "I",
SEE TABLEA, 1070 TECHNOLOGY DR Jul
.F SHEET I & NOTE 3. N. VENICE, FL 34275
THIS SHEET (941)480-1600 OF21 1191 MD-547D.0 jg� A
MT.��M.l
I"-aa
0 0'
RIK,
/U\
w w
0
Iasi
71th .0"
17-0420.07
NOTES
1) DETAILS APPLYTOZ 3 AND 4 TRACK CONFIGURATIONS.
2) SEE SHEETS 14&iSrOR ANCHOR LOCATION& SPACING, FOR ANCHOR
QUANTITIES, SEE TABLES I & 2.
3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR
"'atky LN
DEPENDING ON CONFIGURATION.
0-.. U -�6 S - t ,
VINYL SLIDING GLASS DOOR NOA (NI) JAI
10/0 5
N& Se705
lu.
n /
Val
CORNER ASTRAGALHORIZX-SECT.
J ROSOWSIG
so
—
NO CHANGES THIS SHEET.
OW4410 5117
"Al"ONAL el
107a TECHNOLOGY DR
IASI
N. VENICE, FL 34275
I
OF21
R91
MD�5470.0
IIIIA
(941)-480-1600
�.MT.OFA.. ___
p "W70
DE
OPTIONALNON-
SSSRUCTURAL
am
ANCHORSFOR
INTERiOR POCKET
JAMB
INTERIOR POCKETS MUST
INCLUDE A NON-STRUCTURAI,
FRAME JAMB TO REDUCE THE
POSSIBILITY OF WATER
INFILTRATION.
1/4'
POCKET BY OTHERS. SEE
NOTE 6 BELOW.
E
T�YP.ANCHORTYP E a E
L EDGE
ANDEDGE NCEPE
DISTANCE
SUBSS�TMRATr,
SEE 6HEE i
& NOTE 3, BELOW INTERIOR POCKET
METAL TYP., SEE ANCHOR NOTE
4, SHEET 1; ANCHOR LENGTH TO
3E A MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
DETAIL 13
EMBE13MENT
1/4'
EDGE
ISTANCE
EXTERIOR POCKET
EDGE
TYP. ANCHOR TYPE. EMBEDMENT DISTANCE"
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE A,
SHEET I & NOTE 3. BELOW 7:
EMBEDMENT
CONCRETEICMU
PER ANCHOR
REQUIREMENT
NOTES
1) 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 QUANTIT IES. SEE TA13LES I & 2.
4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS.
s) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS.
6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS
AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION,
I/VMAX.
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 0, SHEET 1
& NOTE 3. BELOW
EMBEDMENT
1/4'
MAX
EDGE
DISTANCE
CONCRETFJCMU
PER ANCHOR
REQUIREMENT
FOR DOOR HEIGHTS 06- AND LESS:
0 -11-M
ZX WOOD BUCKSTRIP OR
FRAMING. SEE ANCHOR
Im, mw - ql
kf—lp"w'T—
,,7%rrrrnT,
E)(TERIOR POCKET 014Y LN
VINYL SLIDING GLASS DOOR NOA (NI) JAI 10105115' Z 58705
-HOOK EXAMPLES, HORM X-SECT. 11 &1 J ROSOWSKI
P - ST
NO CHANGES THIS SHEET. IA91041091171
NTS Ili 6 OF 21 JIMI MD-!!!!�O
_
D.C.
TABLE 1:
Design Pmasum (OP) and Anchor Quantities Required,
PrEll RPM%d CM21112RHOM m Sheet 2)
Use ft hible br.
Dwr Unit Height
Ashagal RaInflummaic 429
BEY
w
Be,
Lwk5the ReInItxcement #25 w MG
M15`16' DUO Haight
72-1511V DLO Height
84-115116- CLO Height
SI& Medk Relnbme� W
AmborGmup
AmhwG=p
Amhar Group
A&p;;�X
2ZIMO/Awl�E
Deafga Pmssm
+127.1/.127.1pst
+1201-12opst
.9pst
W
19.1/8-
DLO
Headisul
CS+l C30 C3.1 C3+1
C5+l C3+1 C3+1 C3+1
C5+IIC3+IIC3+IIC3+1
Width
5
1 5
1 6
a
a
5
5
5
6
6
P.tmk
7
7
7
7
7 7
7
7_
0
a
8
a
Da4a Pmsm
+=31-106.3psl
+10121-1012psf
+8&31-86.3pef
am
254,
DLO
a
I C3+1 C3+1 C341
05+1 C3+1 C3+1 C3+1
CS+I
C3+IIC3+IIC3+1
Wid
Jamb
6 1 6
1 6
5
5
6
6
5
6
-F-F-6
T -5
P-hwk
7
7
7
1 7
1 7
a
Dodge pve�m
+Qzg/.Pzgpsf
487.3/-flZSpsf
+M81-73.8psf
3w
DLO
Fm—dfSll
zg-ll—m 1 Ca+l M+l
Width
dMb
5 1 5
1 6
1 6
I
F�
7 1 7
1 7
1 7
Dwign Awsm
+78.41-7a4pf
+78L4/-M4pf
+6181-mapsf
4T
37-1/ir
DLO
HmdfStg
C3+1
C3+1
C3+1
CS+2
03+1
03+1
C3+1
C5+1
C3+1
C21+1
C3+1
Width
Jamb
5
5
5
6
5
6
P-4h=Dok
7
7
7
7 1
7
7
1-7 Ill
Design Pmam
+W/-&Opsf
�/-wpsf
/40 f
43-11 8.
OLD
HeaWS01
�63+11
+1
Cj+llw+2Rllm+11C3T1
C5+2
C�l
wl
C341
Width
J=b
—
I
P�
7 1
7 1
7 1
7 1
7
V 7 1
7 1
a
a
a
a
ll-�USED IN EXAMPLE ON SHEEr 9
TABLE NOTISS:
1) IF WATER INFILTRATION RESISTANCE IS REQUIRrDTHZ LESSER VALUES OF EITHER TABLE f
AND TABLE BI DETERMINES THE WATER LIMITED (+) DP.
2) IF WATER INFILTRATION RESISTANCE IS NOT REOUI RED OR OVEnHANG IS PER FIG 1. A SILL
RISER IS NOT REQUIRED. IF SO. +DPS S14OWN IN TABLE I MAY BE USED,
3) SEE SILL RISER TYPES ON SHEE r 4.
4) SHEET APPLIES TO 2. 3 AND 4 TRACK CONFIGURATIONS.
5) REFER TO ANCHOR NOTES, SHEE r 1.
6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING
ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE USING THE ANCHOR QLANTIES LISTED BELOW. SEE TA13LEA
'/SwMl FOR COMPLETE ANCHOR LIMITATIONS.
THE MAXIMUM DPAT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE
MAXIMUM POSITIVE DP DUE 70 THU SILL HEIG14T MUSTALSO BE
CONSIDERED, SEE TABLE Bl, THIS SHEET.
#OF ANCHORS T14ROUGH THE HEAD a SILL (EY. 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 OF ANCHORS REQUIRED THROUGH THE P-HOOK
PERPENDICULAR TO THE GLASS.
TABLE Rl-
Watealmited
(+) Dodge Ptatnme
11
T, !E-
sw
S
F � -l! I HTM
V It
0;9h
m +; D p
I All;;(;)�
Nom
14111V'l
SmNote2
W-
2-1/7
-38.7psf
Z3—
3-Ilr
I +00cpsf
IT
st
--
15—
4-518'
+100.0 psf
FIG 1:
DOORASSEMBLIES
INSTALLED WHERE THE
QVERHANG (ON) LENGTH IS
EQUAL TO OR GREATER THAN
0
THE OVERHANG HEIGHT IS
EXEMPTED FROM WATER
—
INFILTRATION RESISTANCE.
OLD WIDTH - NOM. PANEL WIDTH - Ml W
DLO HEIGHT - DOOR HEIGHT - i 1 -111 B"
PANEL HEIGHT m DOOR HEIGHT - 2-irr
YL SLIDING GLASS DOOR NOA (NI)
DIP & ANCHOR QUANTITY TABLE JA� J ROSOWSKI
NO CHANGES THIS SHEET. IiAF04/05117
3G;:54701 NTSffl 70F21 1191 MD6470.0 lj�TA
PRODUCT RJE%flISED
U C*-
U.Udl.lpt%�Ith t� R.fl�
140�.. 17-0420.07
D.Ltl _D42_1/2021
* -' No. 66"
ril
Design Firessum (DP) and Anchor Quantities Required,
(lor oil epproved conligurallons on Sheet 2)
Use IN. table far.
Doerr Und Height
Actratid R.1rdowermend #20
BT
w
1.
too-
LmkBtHe Rebtlememnent #25
68-1511W OLD Height
72-ird1w DLO Heighd
84-15116- DLO Height
sii-mw oLo Height
iommeu nLo Haight
NO Intleak Reinforcement #28
Anchor Group
A.WG"
AnGhwGmup
Anchor Group
Anchor Group
lll:=D
A B �00
A
3 7C D
2=E=D
--FB FC T
A —D
D..Jgn Prowund
-169.41-10.4pf
+1601-160pf
+137.11-137.1pt
+lw1-lwP3f
0176.71-flix6jesf
2v
fl)-lffil
DLO
HoodfSM
C5+1
CS+I
C.-
C5+1
05+1
C5+1
C3+i
05*1
C*tl
C5+1
C3+l
C5+1 C5+l CS�
CS+I cStl
C5+1
ca+f
5
8 6 a
a
a 6
a
6
Width
:
i
—
FT.-k
7
7
7
7
7
7
7
a
.
a
9 9
9
10 to
lo
in
"I'g, —
+141,81-141.8pof
+133.61-133.Opsf
i-Itail/4128pst
+99,11-107.4pf
+87.81-95.lpsf
2
.L75�118- H In
1CS+2
CS+ljCS+l
C3+1,C5+IjC�1jC5+IjC3+1
CS+11CS+IICS+lIC3+i
Cb+I
Oi+IIct+lj�I
c&tl
05+1
C5+1
�1.
OLD
danno
5
5
7
5
5
7
6
5 1 5
1 7
6
6
6
1- a
a
a
a
a
WIdUt
1
1
1
1
-Ire
P-lunk
1 7
7
7
7
1 7
7
1 7
1 7
8 1 6
8
8-
9
0
1 9
a
10
10
to
10
D�wlgrr PMWM
+ 91-1239jurf
+116.41-110.4pst
*9&51-99.5
*6&3/-QZ4pSf
+7531-8Lfrimf
ai-lw
"cousin
M.2
(15+1
G6+2
C�l
C�2
G5+1
C5+2
I C3+i
�2
1 �l
I �11
CZ1+1
C5+1
I C5+1
1 (15+11 �11
S51
OLD
Jamb
5
6
7
5
5
6
7
5
6
6
7
5
a
6
a 6
6
6
8 6
Width
P-hock
7
7
7
1 7
7
1 7
6
8
0
8
9
1 9
1 0 1 9
_10
1 10
1 to 1 10
Owfon Pmw=
-104.51-104.5pst
+W4.51-104.spsr
+8Z.01-87.8PlF
+7a7/-02pof
+64.51-72pd
37-1/8-
05�2
C
2 E2;C
m
4T
DLO
Jmb
5,
' i
8
a
6
a
6
0
a
Width
I ;
1
1
P4=k
7
7
7�
lu
1 10 1
10
10
Design Jorressura
+80/ � per
f8o/-8opf
+801-60pif
+601-aspsf
+601-65psf
4�1/ad
HeadnEl
CS+2
C�2
C5+2
C3+1
C5+2
C3+2
C5+2
C3+1
M12
�2
C&2
C3+1
C 2
ZE2:11
a7m
05+21
�l
C5+21
�l 12!
46-
DUO
5
5
6
68
5
6
7
6
5
6
82
6
Width
11
p==k
7
1 7
1 7
7
7
7
is
8
a
a
a
9
9
9
10
10
10
Is
Design preatuare,
+74.11. IPSI I
+ 74. 1 / 44. 1 psf
.6181 a PSI
4 8"
9"'
—HeadISill
05+2
C3+2
C342
C3-1
CS+2
C3f2
Cft+2
C3+11
03+2
06+2
C3+1
st,
OLD
—
Jamb
6
5
1 0
1 5
1 5
6
11 6
a
1
5
j
a
5
V'qdIh
--- Thook
7
7
7
7
a
8
a
Notavallable Inthese sizes.
sign Press=
+60 PSS
+60/-Copsf
+wlfloptf
5 le.
5-1
HeerdnSlA
C3+2jC�2jC�2iC3+ljcc+2jw*2
+
C�l
05+2
C3+2
C5+2
03+1
DL 0
-
Jamb
5
5
1 a 1
6 I
5
5 1
6
6
1 6
5
5
6
6
Width
-
1
I
P-hwk
7
7
1 7 1
7 1
7
1 7
a
a
a
a
TABLE NOTES:
1) IF WATER INFILTRATION RESISTANCE IS REQUIREDJHE LESSER VALUES OF EITHER TABLE 2
AND TABLE B2 DETERMINES THE WATER LIMITED (+) OR
2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG I. A SILL
RISER IS NOT REQUIRED. IF SO, +DPS SHOWN IN TABLE 2 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 1.
6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING
ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
PRESSURF- USING THE ANCHOR GUANTIES LISTED BELOW. SEE TABLE A.
SHEE-rl FOR COMPLETE ANCHOR LIMITATIONS.
THE MAXIMU A OF AT THESE ANCHOR QUANTITIES. ADDITIONALLY. THE
MU' OF T
* MUM
AX POSITIVE Dp DUE TO THE SILL HrIGHT MUST ALSO BE
Q
* N9IDEREn SEE TABLE B2 IS SHEET.
��V 0TFANC8ORS THROUGH THE H F. SILL (EX- FOR C341. 3 ANCHORS
CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT
MIDSPAN OF PANEL).
�TOTAL # OF ANCHORS THROUGH THE JAMB.
THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK,
PERPENDICULAR TO THE GLASS.
FIG 1:
DOORASSFMBUIES
INSTALLED WHERE THE
OVERHANG (OH) LENGTH IS
1
EQUAL TO OR GREATER THAN
-IT
THE OVERHANG HEIGHT IS
EXEMPTED FROM WATER
INFILTRATION RESISTANCE.
TABLE 112'
WAIINIMIted
(+)DtndgnPm�re
—
Rhm
' '
TN 3
Mo. I-) Dla
Allomed
he
- t .
111
1.11 16
se 0
4F
2-112'
+38.7 psf
43
3-11?
+60.0 psf
4-1116'
-BDA Did
45
4 51W
+100JO psf
DLO WIDTH = NOM. PANEL WIDTH - 8-9119'
OLD HEIGHT = DOOR HEIGHT - 11-1110"
PANEL HEIGHT - DOOR HEIGHT - 2-10
YL SLIDING GLASS DOOR NOA (NI) lgl 1010swif
&ANCHOR QUANTITYTABLE lWJROSOWSKl
141 NO CHANGES THIS SHEET. I&XI 041051171
NTSIJII BOF21 1921 MD-6470.0
PRODUCT REVISED
.. .Pl I., .1tb th. R.dl.
Bananas nd.
ND�D. 17-0420.07
lbtplmuon Date 04)2112021
No. 68705
EXAMPLE:
3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX,
INTERIOR MOUNT POCKET. 48* X 84'NOM. PANELS, N.
LAMINATED, 10 GLAZING. ANCHOR GROUP A IN WOOD SUBSTRATE,
PROJECT DESIGN PRESSURE REQUIRED: +48.21-58.6 PSF `)FPWm 2
P-HOOK
AOC-HORAGE
DETAILS
JAMB
ANCHORAGE
DETAILS
WRIM
E�7
PG=TBY
O� SEE
wn%
SHEETS j
—.4
SHEET 12
SHEET12
ENIDANICM
SEEPO�"B
LMIK I
SKIM Nom.
ft�aLATION w
HEAD ANCHORAGE DETAILS
P)= (3-TRACK)
SKICEMOJASWIMNA�T.
Sla SKIM INMRIOR
MWrEnumc
K�om
OPPMEL2
L
OFIMERt=
1) KNOWING THE PRODUCTS REQUIREMENTS. SCAN THROUGH TABLES I & 2
FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF
-48.21-58.6 AT A NOM. PANEL SIZE OF 4B' X 84'. FROM TABLE 1, SHEET 7, THE
DESIGN PRESSURE IS 46al-60 WHICH EXCEEDS THE PROJECT DESIGN
PRESSURE REQUIREMENTS.
FOR WOOD INSTALLA71ON USING ANY
ANCHOR IN GROUP A (SEE TABLE A), TABLE S% S
i SHOWS ANCHOR REQUIREMENTS OF: P-h� 1 7 1
2) ANCHOR LOCATION DETAILS, CM BE FOUND ON:
x HEAD (CLUSTER ANCHORS), SHEET 12 FOR THE"G3' CLUSTER ANCHORS AT
THE INTERLOCIIJASTRAGAL.
HEAD (INTERMEDIATE ANI SHEET 12 FOR THE �2 ANCHORS AT THE
MIDSPAN OF EACH PANEL.
SILL (CLUSTER ANCHORSY, SHEET 11 FOR THE 'C3- CLUSTER ANCHORS AT
THE INTERLOCKIASTRAGAL.
SILL (INTERMEDIATE ANCHORS1 SHEET11 FOR THE-2 ANCHORS ATTHE
MIDSPAN OF EACH PANEL
JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT.
P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL
LAYOUT. FR�r
CATIONS OF CROSS-SECnON DRAWINGS.
G
SHEET 10 FOR SPECIFIC GLAZING TYPES.
SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES.
SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS.
SHEET 19 FOR 114STALLATION OF ADDITIONAL ACCESSORIES.
SHEET 21 FOR A BILL OF MATERIALS.
3) INSTALLATION DETAILS INTO WOOD CAN
BE FOUND ON:
HEAD St SILL: SHEET 4
� AM B -'S H EET 3
PCHOOK: SHEET 6
�W"rc.l
RIWII�
1070TECHNOLOGYDR
N. VENICE. FL 34276
(941)-480-1600
Wjll..IA.�.
SILL ANCHORAGE DETAILS
PXXX (3-TRACK)
NO PANEL ANCHOR EXCEPTION
. . . . . . . iFF9
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
26-W. OTHERWISE ANCHORS ARE HOT REQUIRED AS
VINYL SLIDING GLASS DOOR NOA (NI) JAI 1010 f
STRAIGHT DOOR EXAMPLE 11AII J ROSOWSKII
NO CHANGES THIS SHEET. 04105117
OF21 Jill MD-6470.0 1911A
MERIPR
101
�o t ..
01IN
L" MUER pz.
KODISPAGE
4SG TIPS
DURASEALO
SPACER
STRUCTURAL
SWCOKE
FOAUI
INITH
DESICCANT
a SUPER
S-P—ACERONXT-
Fctylso-
STAWLUIS STEO.
W. CLASS-
sXL EDGE�
SPACER
NOM.
PROCUCTIS�OR- i
G�W.�ls I
TOWAROSTHE EXTERIOR.
1�3
PRODUCT IS INIERJOR�
G�EWIFM2�]S
TOWARDS�WTERIOR.
I
rioms'
1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED.
2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED.
"T'=TEMPERED
rioms'
1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED.
2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED.
"T'=TEMPERED
VINYL SLIDING GLASS DOOR RICA (NI) Isi
GLAZING DETAILS
J RO
NO CHANGES THIS SHEET.
�A
1
AA
N. VENICE, FL 34275
(941)480-1600
�,O'�M.
-- -
SGD-;54;70
I �NTS
-
1,1, 1C OF 21
J911
MD-q470.0
Expimfion
SILL CLUSTER ANCHORS LAYOUT:
MT�&M
4'
AUTW�CR
m
4"
--t—
-.4 3 �22'
4"
14-
4-
�Tm�u��
M=R�TICM
A�OR
NOTES:
1) ALL DIMENSIONS SHOWN ARE 13ASED ON MINIMUM ALLOWED.
2) THAD CK
OISTAZ�TlSol=. 2375-
FOR ALL SILLS: I V,
P�
�E
P�L
XTM�INITRM��
P�
C�mm-
--t-,4r
�IVQR
ID
WA�
PE
VINYL SLIDING GLASS DOOR NOA (NI)
ANCHOR LOCATIONS A
NO CHANGES THIS SHEET.
4'
�ERICR
15
4-
�� I�TE
- rmmm��
4-
��m ��M��KTE
rMMOR ��= lrm�oRwww�
NOTES;
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) ITRAC OrAqK
t S 3
37
01! TANC�Tl 7 W2.376-
FORALLSILLS:
rp—RODUCT REV,
JROSOWSM
JA7o-4/05M7
NTS lil 11 OF21 A41 MD-5470.0
* .: N� 587a,
PR.
HEAD CLUSTER ANCHORS LAYOUT:
�Qlt
MUM R 3z?.
�&OR
4-
MER OR 322'
15
M�R
4 - '
F-
-'91 322-
01 �Tfllilw�
��IDR�TOW
�m
llff� 4"
3.22'
�WCKC��-
�RL=�
=�on
>4'
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2)TRACK-TO-TRACK
DISTANCE IS 2.375' t2 375-
FOR ALL HEADS:
�� m�
��Rw�vo"
PTO
HEAD 0+" INTERMEDIATE ANCHORS LAYOUr:
P�
c�
-1-MCHORL=MN
P�
4-
1' 1 7'
1 3.22"
pma P�L
4.76P"
�EROR
�T�]N�m �TIVCK �MMTE
P�
3.22'
COVEWW
�RIM 3.22'
4'
4-TWK llffl�M �Tmm-E�mlr �wmml�
MWGRL�m=; M01ORLO(AMM
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) TRACK -TO -TRACK �=�=
DISTANCE IS 2375" 1 —[Z375"
FORALLHEADS: 9 F—p
PRODUCT REVISED
�..pl I.T .1M 0. Mdd.
0 017
OJAY LY�/A
oll�- -0420.0
..........
LIGEN
E�V.U.. D.t. 0412112021
N.. so,,,
SLI DING GLASS DOOR NOA (NI)
gj 10105116 BY
louam�a"cducl
J ROSOWSKI
OR LOCATIONS B 1PI
IANGES THIS SHEET.
100410 17
STA
NTS IM 12OF21 1911 MD-6470.0
P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW): L.Tlm-
-aju- 2.375" 4.75' 7.125-
6' 1 17125"
Ll 1
21.6- 21.6' H�SM �i
JM�A�Y MAX. ALX.
OC D.C. EX C Emmok
O.C. I --TERIOR D.C.
OPT. ANCHOR
TOAIDIN�� Nb
ALIGNMENT NOTES:
1) STANDARD ANCHOR LOCATIONS SHOWN.
FOR 3 AND 4-TRACK JAMBS. ANCHORS MAY
6 BE LOCATED IN ANY ADJACENT TRACK
MAX MAX. MAX (SIMILAR TO THE 2-TRACK JAMB) AS
REQUIRED TO MEET MIN. EDGE DISTANCE
2-TnRACKFRAME 3mTRACK FRAME 4-TRACK FRAME CONSTRAINTS. IN CASE OF AN ODD
JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS, THE MAJORITY MAY
IT BE TOWARD THE INTERIOR OR EXTERIOR.
OPT
AL
JAMitlo _ (3) WEEP NOTCHES JAMB
I I _ PER END @ I - X.600- 11111
(3) TRACKWEEP HOLES
EVERY 2W @ 1.125'XA90�
(i) WEEP NOTCH EVERY
24-01.376'X.600M
NOTES:
1) SEE TABLES 1 & 2 FOR EXACT OLLANTITY
OF ANCHORS REQUIRED IN THE P-HOOK.
7
rol
(6) TRACK WEEP HOLES X
EVERY24"@I.I2S`X.100�._/
(1) WEEP NOTCH EVERY
24' @ 1.376'X.60(r
SILL WEEPHOLE LAYOUT f2,-3&-4-TRAClKPj
VINYL SLIDING GLASS DOOR NOA (NI)
FVAI-l]
24- @ 1.37WX.50(r
I PRODUCT REVISED
8.111..p -1th �. MAd.
d.9 812%
LYN.V
4/0
17.0420.07
.............
DA. OW2112021
I
Nm 58705
:JR"OSOWS-IG
10105116
v
6L
.. --f—t �fkl "9n:.
NO CHANGES THIS SHEET.
ka
SGD-rA70111 NTS Ml 1.3 Or 21101 MD-5470.0
HEAD 90' CORNER CLUSTER ANCHORS LAYOUT:
SILL 90* CORNER CLUSTER ANCHORS LAYOUT.
Fm
"m
4�
U4�
4-1
4'
L
e
-
Ll
L
4'
L
F-
F-
I
ME��Mfl�j
(ME��Gsprc�)
�=Ri
ri
JUSE�ETTISSPEORED)
(UsEmmrm�lsswclmm
7
4-
4'
PRODUCT REVISED
4-
as cempi.yinowifti Me Merida
&3212
No". 17-0420.07
�P4.U..lYete04/21r2021
4-
4-
EU
aCR
FXtt A
&�KWCOFQER
EMKOR
I
4-T.—.... �MOR
-wm�LRZ6�3 ID
(=��mspmcvaA
Heaw3lu 3 1
ime i a I
I 4--M I
��K — IMR "TERIOR
'W�OR LZ�
NOTES:
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS.
3)TRACK TRA
DISTANC�%."�K 23,76' 1-07
5 E Ezzlj375 r V
FOR ALL HEADS AND SILLS: FE N.
4�
=32r
iv)
&L"NUXLK
P�ov�
DOOR NOA (NI) lgl
ANCHOR LOCATIONS D
Pli
J RO
NO CHANGES THIS SHEET
JAI
NITS IMI 14 OF 21 J811 MD-6470.0
I PEAD 135* CORNER CLUSTER ANCHORS LAYOUT:
�AWJICRLCKATIOW
JWEM�WWSP�RiM)
A!,
4"
4-4 OE�nERM
�wAmlwcoiwA
..'MCKORMCAPONS
4� r///�
Fm=�RT"�.lw
IM.... m
02 co-Ow."Ith tho FloyId2
4- NDA41� 17-0420.07
MRIO
e7 R ftpl.U.�00.0412J=21
M3 2 932
lmmlww�
Nx4" Nw, 4" 4- 4-
0� GJAY LY�VV
..........
4u
dg4 No. SO705
EX%�ISM 0
, �o
-7' s �'-
3.2T
NOTES: A.LYMMUER.PZ
P.Amm
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
VINYL SLIDING GLASS DOOR NOA (NI) 10/05/16
r,,/435�� 2) DETAILS DEPICrANCHOR QUANTITYAND SPACING. AND WOULD BE W
SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E !I& J ROSOWSM
RX 'OWSM
JaMb 6 3) TRACK -TO -TRACK NO CHANGES THIS SHEET. IMIOE5/17
I P� 1 7 1 DISTANCE IS Z375' -376. 2.375'
2
FORALL HEADS AND SILLS: I-W J-W ID70 TECHNOLOGY DR
N. VENICE, FL 34276
(941).480-1000
1 1241 mD-547o.a 1911A
HEAD SPLICE ANCHORS LAYOUT 0 INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT (a) INTERLOCK OR ASTRAGAL: F*�Pttl7MTOMEF�%Q
�Tlm 7 4�
4-
4'
W�Clt
EXrEP= �Ofl E�Qm
15 15 2-�S"E 2-�MBFVM 2-��ICE
".01UHURLOMT10 F� 1 7 1
(ME�WM6PECflFW) (USE��1581VQFIW)
S�
r-4.76D
4'
�MCKS�
�MC�U=�
(WEM��Mfi�)
4.75"
4'
F�R 3.2i2'
�'�W(An.m
(ME��MSFECIFM)
NOTES!
1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
4-
3.22'
�TWKSPIJOH
�MC,mwm�
(WE�m�isspm�D)
2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGALL OR INTERLOCK
FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9.
3)TRACK-TO-TRACK —A
DISTANCE IS 2.375" Et2376- IM12376-
FORALL HEADS AND SILLS:
4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED
BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
��ms�
PRODUCT REVISED
...... tg with th. Hofld.
B.Ildl., d.
1410�No. 17-0420.07
Expimtlon DaUaD4121112021
* : . N.. 607,,
SLIDING GLASS DOOR NOA (NI)
THIS SHEET.
NTS JAI 15 OF 21 19 91 MD-5470.0
PANEUS RIGHT STILE TYPE
PANEL
TYPES
smui
W�Lm
SWGUI
�W�.
ASTAAGA.
�M
O�BOEBB
MMEM'
OMME135'
MIDEIM'
�(W
OUT
W
"Mom
0MIN
�RG�
=:nr
SMXB
XLO"
F
PP
K
L
L
TC
TA
TV
TW
0a
SMUB
lw�om
B
H
P
A
c
c
SC
SA
Sv
Sw
IN
Fm
6—D
RR
R
S
S
FC
FD I
FV
I FWJ
LU
Lm�
WIPMOLB
D
M
I
cf)
LR
T
U
I.-
U-
N
T
U
LU
-1
BMW
ow. go-
AS�
CT
CS
CF
Lu
z
��
Imm.
-K =
A T
AS
DF
OUL 135-
A—"
VT
VS
VF
mzcwlABR
191w
AS��La-
WT
INS
WF
LEFT RIGHT
PANEL VANEL
ffLE STILE
PANEL TYPE 'FSHOWN.
PANEL NO-rrS:
1) SEE DPIANCHORTABLES I & 2. SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE.
2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE
NOT AVAILABLE.
3) MAXIMUM NOMINAL PANEL WIDTH FORALL PANEL CONFIGURATIONS IS 60�
4) PANEL TYPE MAY BE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH
TYPES OUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10.
SCRE PANEL TYPES
c
DOUBM
wfi�
�ML
m
-
FOUBLE
MEMOM
LoMSTJ�
cb ------ 1�c
As��
SD
LB
uAST�
LMM71LE
DS
7
Rl=x
VINYL SLIDING GLASS DOOR NOA (NI)
PANEL TYPES 141 J ROSOWSKI
III NO CHANGES THIS SHEET. IgAl 04105/171
NM III 17OF21 1211 MD-5470.0
PRODUCT REVISED
ol —PIM."IB, the Florlda
NoA-N. 17-0420.07
No. StpS
&B75 10.636 640 r--.sso 291 061 .702
100-- -�w c -
=3 .6 0 930
C9 tt-4 1.681 - 002 1.9
11812 l6jj4A-A @FRAMESC� NTFRLOCK CAP,
Mwid .301 P428 �
@ 2 TRACK HEADMAMS @ 4TRACK SILL COVER jPVC) ANCHOR PLATE (9) TRACK INSERT @ 'EXTENDED POCKET 5.178
1000 252 L.231 f.060 -" Z060 .100
.052 1.61 J-L-
8.250 8 , 250 t iA35tt7� F 1.6831
1 .949 062 aso
-Ioo o�9q
F TRACK +-4-.
.100 El 10061
p flo�fll LL4m -i oBOTTOMRAIL @ OUTER BILL @ COVER @ P-HOOK ADAPTOR 108 P-HOOK
@ 3 TRACK HEADJUAMB 03TRACKSILL SUPPORT 1�.S COVER 291 061 .229 094 125
10.625 - 640 40 ;�� 2.975 2.141
5876 .626 - 600 3 Ono .075
I C'� to H .062 F",002 1406
-A 0 KEEPER FIXED PMEL CUP
1.68 1
100 N @EXTENDED gREINFORCEIVENT gFOINFORCEMENT 0 &REINFORCEMENT
'23
E]p
H v a� KEEPER BAR COVER BAR PLATE
05 4 TRACK HEAWJAMB (�)2 TRACK SILL 2-511 2838
::�� .309
1570 3.,L3 2.696 0 073
.125 f 075-- U-7 L
AOO F 070- L
f f- Ii -� F
f� �211O
1.625 1695 1695 t 4.1 .08
3 2 L6gS�.. 8 2.788 2*7 312 2210 .0 0 2-116 .100 9 INTERIOR JAMS COVER
I_.188 i IS I __- - .-A - J
- 1- .182 .120 1--.16 ---2.710 1,875 FElIaDmEnu
.1101p 1209 L q. Aw S
INTERLOCKADU oASTRA
g TOP, BOTTOM TOP, BOTTOM INTERLOCK.300 @REINFORCEMENT, REINR
AND STIM AND STILE REINFORCEMENT,
REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY
REINFORCEMENT
3452
--I 1-472t--
2 6 .71'
060
2 1A .146 f
.070 T
1.170 .229
- @135- CORNER @13W CORNER @IWCORNER &135- CORNER
ASTRAGAL PASSIVE MOUNT ASTRAGAL. CAP ASTRAGAL CAP.
EXTERIOR INTERIOR
�210- 252--1
ti.2161 i±
261
"2,
REVELED SEAD CGEE BEAD
@EXTENDEDPOCKET @INTERLOCK
INTERLOCK ADAPTER AUAPTFR
3-320 a . 345
000 c
3.2 060
K7 3.345
065 -11-1 �-.919
@001 CORNER 90' CORNER DO- CORNER
ASTRAGAL ASTR&GAL CAP. ASTRAGM. CAP.
EXTERIOR INTERIOR
@PAN5LSTILE.TOP
uu.1.1-0 � ...
17-0420.07
AND BOTTOM RAIL
um. 04MI 12D2'
By
NOTES:
P...t co.ul
1) SEE SHEET 4 FOR
SILL RISERS.
2) SEE SHEET 20
FORSCREENPARTS.
3) ALL DIMENSIONS
IN INCHES.
VINYL SLIDING GLASS DOOR NOA (NI)
10105115
* : : M.. 68M
EXTRUSIONS
J ROSOWS
-0 4m-qA
NO CHANGES THIS SHEET.
04105117
STA
SGD-5470111
NIS
111 18 OF 21 111
MD-5470.0
1111
A
)TES EXrERIOR
DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING.
SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENT
CONTINUOUS ANCHOR PLATE. ITEM #8. IS REQUIRED AT
JAMB TO HEAD
ASSEMBLY
VINYL, SLIDING GLASS DOOR NOA (NI)
ACCESSORIES INS
CORRECTED #913
611�
1) INSTALL
CLIP INTO
I Ho PANELO'k
AS US: SnLE
TLLATION,
A. SH
,--8(3)#lox
1.5- sms
2) INSTALL CLIP
HEADER BLOCK TO HEAD
ATTACHMENT
&SUBSTRATE
USING 4
INSTALL ONE BLOCK AT
INSTALLATION
EACH NTERL
ANCHORS, SEE
AT ASTMRAGAL, IN
TABLE1
ONEBLOCKTHAT-
INSTALL ONE CLIP AT THE
MIDSPAN OF EACH FIXED
PANEL -TO -FRAME JAMB LOCATION.
MX�7Q- I III ONII Im 1.
@ 34-112' MAX D.C.
PANEL --,N
ASSEMBLY
ALL PANEL CORNERS
WELDED, NO ASSEMBLY
INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS . . .......
I �(94 1, �s 19OF21 1�211 MD-5470.0 IlArAll &L�wa�pz
N.A-N;. 17-0420.07
�'['.Von Dato 0412112021
BOX SCREEN DETAILS:
VERTICAL SECTION
EXAMPLE -
HORIZONTAL SEUMON
EXAMPLE
HORIZONTALSECTION Iasi
1=
EXAMPLE a J935
1�081—V778 ]7'
1.020 —�.050 --- � —.050 .045 —:39
(9SCREEN (BSCRFEN &
A=GAoXO
FRAME SIDE RAIL. L
1.174 RAIL LATCH ADAPTER
.765
1435
PRODUCT REVISED
no complyinn willi the Florida
,,go ..d.
140�0. 17-0420.07
Expiteflon DatrqjqIt2D2l
040
SCREEN VINYL
FRAME BILL
SSCREEN
ASTRAGAL
MAKER
ADD -ON
BOX BOX SCREEN
SCREEN (9SCREEN wooxxo
INTERLOCK SNAP -ON ASTRAeAL
BUG FLAP ADAPTER
VERTICAL SECTION NO oNY L N4,
EXAMPLE NOTES; VICEN"'.4
1300 --11.487 I)ALL DIMENSIONS IN INCHES. I -:�
1.343 055 VINYL SLIDING GLASS DOOR NOA (NI) Iml 10/05116 68",
I — . 60
1.487
p
12 —ior7ca I SCREEN DETAILS J ROSOWSKI
low BOX SCREEN (BBQXSCREEN SCREENHEAD TE A,
ASTRhGAL SILLADD-ON VAOX JAMS ADD -ON NO CHANGES THIS SHE
ADAPTER ST. JUJ 04105/17
107D TECHNOLOGY OR Pal ....
N,VENICF FL34275
(941)-480-1600 20OF21 g�j MO-5470.0 1911A XL�L��P�
..IA... _L - K"58705
TA13LE C:
0
Porto
Descilption
Mari
I
19M
2--Rak Iia;Manho
--Fb—gw-P7c-
2
IODD2
2-Track SM
Pjgw PVC
3
19026
Read PVC
4
16026
�Thak SM
Plate PVC
5
10027
41-Track HooWJ=b
—Wild _PVC
5
19028
4-Thack SRI
word _PVC
7
190(n)
Rigid PVC
8
19031
AnchorPlane
61)(M-118 Akin
9
fl)W
Thicklimeed
60W6 Alum
10
IODS4
Interlock Cap - Extencled Pocket
Rland PVC
It
lame
awamptallsupport
e063-TBAkm
12
1900SA
OnterSIMODwr
-F�—TUMM
13
Inall
SM Track Co%ur
R& —PVC
17
IDD32
P4400k Adopter
6002148 Akira.
is
IBM
P�
-? �MAk�
19
19047PA
extended Keeper
0003-TO Alum
20
iWNM
Keeper
C�—IBAIUM
21
19014
ReInfamenneent Bar Cow
--Wald -PVC
22
IPMO
RaInfonconaorlSs,
600545Akinh.
23
19D37M
Plead Paged Clip
61)8�111 Aturn.
24
IA035M
ReInfircernent Plate
600-TO Anne.
26
10017M
Top Ron, Bell= Ran and Loclusfile
6005-115 Akirm.
20
19048
Z7
IWISM
Warlock .300 RaTilf0fascrard. Std.
GMS-TBAIUm
28
ISS13M
Interlock AOO Ralrdemenned, HD
ROPES —M urn
29
IDDIGM
-955-715 —AIM
—SCUM Aklm
30
IBM
Extended P..k.1 Interlock AdpWF--
31
18005
Irdedcck Ankipt.,
RFgW "C
32 1
19M
AatcagadA�n
RgId P Q
w
IBM
Parnat We, ToplBiategm M
Raw PTC—
m
18040
hWdorJaneoCovwr
6003-76
36
10076
135' OrrharAstranpal
6083.TMO
36
IOD77
13V CornerABtrugal Paomlva Moord
6063-To Akum
37
19079
13Y Center Astragal Cop - Son.
FU�W PVC
38
18080
135- ConlerA5MV.1 Cap - hL
Plant PVC
30
10078
M' Cc..rAatg.I
7W—Te�
0
PartO
nodpu.n
whinal
40
U1081
CornorAsuagm E79L---
I — RWId PVC
19082
OcamIrAstragal Cap - Int.
Riold PVC
42
"'B"
PJSW-(2.1&)
F03-IR—ANM
43
1=A
'2 I
Sa Ror- f�W)
UMPTO —Al=
19MA
S Sig
I' Itfisor-14411W)
Om -Tam=
45
4A
19024A
I
SRI Rnsor-H-W)
-6083-70—AIM
so
609
710609W
710 7
M716DaDot
iar- ..320' �.al (Stfle)
1
51
718915K
I-IIr X I'X 3W Plin � Dust Pau
112
a
0. PIM
SO
41ODN41
Interlock CUP Cover
PVC
6178imx
T�m Roger Assembly
Be
0
7815M
F
Tan da �WWgw Aac arrito ty
--fvm—
M
7W6 FPTX
M
AB x 314' Ph. FH SMS @ Rd, a SaW.
as
64
41042
Frarre H..ifer Block
Nylon
ey-
48 62
RogarAdl. Hdo Paug
e,
Be
M 385
:'X
4HoteBurrPerSt,
07
MM14FFTX
gal x I-W Ph. FH SMS @Bwpor Step
--is—
=8
THING
Sig Ploga
—vv—C
69
78185X
Magni Monaco Lack WI.V Tdm plato
Became
70
7102XIFPFX
10� X V PfLFH MS Q Look
as
71
wres
Handl. Ka
�tzft
76
I(ormocarnat 4SG TIPS Spur Syatm
76
QuahimI SuperSpwor nXrwRh Hot Matt Butyl
Shoot
77
-w-
Quarax Mmeal
IV for
Mariana
CarnmaDL Edge Spacer
79
Dow Coning 995 or GE-7100 Backbo&[Ing
sulcm.
82
19044
1-111V B.I.d Been
Rigld "C
63
IBM
MAW 0908 0.0
Wd PVC
as
71T26K
Set" Block V x 4- x 11M. a -1. 5 cm.
Neeprona
SO
MIPSTX
98 x V Pk PH SMS @ Faroe Asseendbly
SS
7MI14PWT41M
N 9 14M Ph. PH SMS a Saint Bar
as
02
?I"IPHPTI"X
410 x V Ph. PH SMS 0 See Support
Be
N
7i=IBPPX
MO X 1-1� PM PH SMS Fee. Pon. CUP
Be
M
?lQ)Q-fPHPT188X
MO. 2-W Ph. PH SMS R.W. PlaWA.t.
Be
05
F14-20)=6FM
F2 x 2-1/4' Ph. PH SMS 8&. Block
as
96
71=.75PPX
#10 x 1-3/4'PF-F—HSMS (MAst R�m-T
8
IS,
710)34PPX
MO x W4- Ph. PH SMS (5) Ext Plot. Int.
as
08
7IQ)cH`PX
WK1 x 2- PtL FH SMS 0 Keeper
BS
NOTES:
I) ITEMS #I �16, 4049, 53-59.72-74, 80, 81. 84.85, 87-89, Set & Be ARE NOT
USED AND ARE NOT PART OF THIS APPROVAL.
TARI F n.
pan a
Description
Mohamed
10.)
12256
� S.., Too Rea
WMTSAJ
10
01
IM51F
= SCMA Botac"o Ran
6,333 TSV-
1 2
r0
1
eMT5AI
1031
am
" Srveo llmccz
Im
17
scraao� srhr� Ew R.
W076AI
10
05
-TOF
-
= Sceadift OMO A.1.9el Adeptar
—R�3 —TSAI
'rB
lTZ49
ScrumeAshaegalAdapter
M75AJ
FQ --
1032
a Screan Poem Sin Add� -4
EWMA
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TABLE E: STANDARD SCREEN
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127
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120
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YL SLIDING GLASS DOOR NOA (NI) JAI 10/05/1!
ITS LIST &I J ROSOW la
CHANGES THIS SHEET.
)-5470111 NTS IMI 21 OF 21 1101 MD-5470.0 A
PRODUCT RWISED
...... I IM the Flodota
Bondi.,
KQA-H.. 17-0420.07
PIAY L)2Vv
No. 5870,
Ct
............ 1-19