HomeMy WebLinkAboutProduct Approval (4) RECEIVED.
MIAMI-:ADE LNOV 0 5 2019 MIAMI-DADE COUNTY
PRODU T CONTROL SECTION
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DEPARTMENT OF REGULATORY AND ECONOMIC RES �Unty, 1 5 SW 26 Street,Room 208
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BOARD AND CODE ADMP41STRATION DIVISION I�P8rmilth 15-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wwiv.minmidadL.gov/eeonomv
WinDoor,Inc.
7500 Amsterdam Drive
Orlando,FL 32832
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"9020"Aluminum Fixed Window—S.M.I.
APPROVAL .DOCUMENT: Drawing No. 08-01635, titled "9020 Picture Window — Small Missile
Impact" sheets 1, 2, 2A, 3, 4, 5, 6, 7, 7A, 8, 9, 10 and 11 of 11, dated 06/20/12, with revision F dated
10/25/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, 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. Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
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#15-0812.20 and consists of this page 1 and evidence pages E-1,E-2
and E-3,as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
REVIEWED FQRANo.17-0821.12
MIAMI-DADE CO
CODE GONILWWONMer 29,2022
A�V&
C _QV VQ te.- v er 16,2017
N=-1660 ST. LU duwv Pagel
L Py BOCC
WinDoor,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 12-0627.06)
2. Drawing No. 08-01635,titled"9020 Picture Window- Small Missile Impact", sheets
1, 2, 2A, 3, 4, 5, 6, 7, 7A, 8, 9, 10 and 11 of 11, dated 06/20/12,with revision E dated
07/30/15,prepared by manufacturer,signed and sealed by Luis R. Lomas,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
along with installation diagram of an aluminum fixed window,prepared by National
Certified Testing Laboratories,Test Report No. NCTL-210-3778-1, Specimens 1,2,
3, 4, 5, 6, 7, 8 and 9, dated 04/17/12,revised on 07/22/13 and updated on 09/27/13,
signed and sealed by Gerald J. Ferrara, P.E.
(Submitted under NOA#12-0627.06)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
along with installation diagram of an aluminum fixed window,prepared by National
Certified Testing Laboratories, Test Report No. NCTL-210-3778-2,Specimens 1,2,
3, 4, 5, 6 and 7, dated 04/17/12,signed and sealed by Gerald J. Ferrara,P.E.
(Submitted under NOA#12-0627.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 09/05/14,prepared by manufacturer, signed and sealed by Luis
R. Lomas,P.E.
2. Glazing complies with ASTM E1300-04
.r-
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0821,12
Expiration nate: November 29,2022
Approval Date: November 16,2017
WinDoor,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
2. Test report No. ATI-60520-106.18,prepared by Architectural Testing, Inc., dated
11/09/06,with Revision#1 dated 11/29/06, issued to ENSINGER, Inc., for their
Tecatherm®66 GF Insulbar Thermal Barrier plastic material per ASTM D635---
98 "Standard Test Method for Rate of Burning andlor-Extent and Time of Burning of
Plastics in a Horizontal Position" and ASTM D2843-99 "Standard Test Method for
the Density of Smoke from the Burning Decomposition of Plastics",ASTM D1929-96
(2000)e01"Standard Test Method for Ignition Properties of Plastics", also per
ASTM G 155-00ae1 "Standard Practice for Operating Xenon Arc Light Apparatus
for Exposure ofNon-Metallic Materials"and ASTM D638-03 "Standard Test
Method for Tensile Properties of Plastics", signed and sealed by Joseph A. Reeves,
P.E.
(Submitted under NOA#14-0107.12)
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no
financial interest, dated July 30, 2015, issued by manufacturer, signed and sealed by
Luis R. Lomas,P.E.
2. Laboratory compliance letter for Test Reports No. NCTL-210-3778-1, and
NCTL-210-3778-2, issued by National Certified Testing Laboratories, dated 04/17/12,
all signed and sealed by Gerald J. Ferrara,P.E.
(Submitted under NOA#12-0627.06)
G. OTHERS
1. Notice of Acceptance No. 14-0916.13, issued to WinDoor, Inc. for their Series"9020"
Aluminum Fixed Window- S.M.I. approved on 11/06/14 and expiring on 11/29/17.
Jorge Al.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0821.12
Expiration Date: November 29,2022
Approval Date: November 16,2017
E-2
WinDoor,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 08-01635,titled"9020 Picture Window- Small Missile Impact", sheets
1,2, 2A, 3, 4, 5, 6, 7, 7A, 8, 9, 10 and 11 of 11, dated 06/20/12,with revision F dated
10/25/17,prepared by manufacturer, signed and scaled by Luis R. Lomas, P.E.
`B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlasg(Clear and White) Glass Interlayers"dated 06125115,expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance to FBC-5t' Edition (2014) and FBC-6th Edition
(2017), and of no financial interest, dated 10/19/17, issued by manufacturer, signed
and sealed by Luis R.Lomas,P.E.
G. OTHERS
1. This NOA revises and renews NOA#15-0812.20, expiring on 11/29/17.
Jorge M.Plasencia,P.E.
Plasen
Product Control Unit Supervisor
NOA No.17-0821.12
Expiration Date: November 29,2022
Approval Date: November 16,2017
REVLSIONS
REV DESCRIPTION DATE APPROVED
F REVISED PER NEW REOUIREMENTS 10/25/17 R.L.
NOTES: BORNE DEBRIS REGIONS WHEN INSTALLED ABOVE 3OFT HEIGHT.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 14.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE 5th. EDITION (2014) AND 6TH. EDITION SUFFICIENT LENGTH TO ACHIEVE A 1 7/16"' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
(2017) INCLUDING THE HVHZ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY .15.FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ITN BUILDE TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. INSTALLATION DETAILS.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 16.FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS GRADE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 5 WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 17, ALL FASTENERS TO BE CORROSION RESISTANT.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 19. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED AN AREA OF 50 SQUARE
PROVIDED. FEET AS-TESTED. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS,
LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS.
10.WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11.FRAME MATERIAL: ALUMINUM 6063-T6.
.. 12.UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 6 FOR GLASS DETAILS.
13.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
SIGNED:10/25/2017
PRODUCT REVISED 7500AMSTERDAM DIUVE R ILO.tI�-/�',
s omplying with tho Florida WinDoor ORLANDO,FL 32932
DwIdirig Coda INCORPORATED Pbvnc'07.bm —Id—i.— VJ•'L1cENs '•qs
NOA�Io. 17.0821.12 aa:mT,ee�nsas
aF
TABLE OF CONTENTS Expiration Date 11/29/2022 9020 PICTURE WINDOW N
13Yo,§ZC�
SMALL MISSILE IMPACT
MWma Product SHEET N0. DESCRIPTION —zvfJ —
I-DProdt Control NOTES _ ✓ 1 �Q_'`
1 NOTES
I DRAWN: DWG N0. REV ���T•'•, SATE OF
2 - 5 ELEVATIONS AND CHARTS A.P 08-01635 F F <DR1Di.•'G�;
:� ss•.._.....
6 - 7 B.O.M. AND CROSS SECTIONS SCALE NTS DATE 06/20/12 SHEET OF 11 ii,� AL
t�
8 - 9 INSTALLATION DETAILSLROBERTOLOMASP.E.
1492 WO Luis RD LEWISVILLE,NG 27023 LUIS R. Lomas P.E.
10 - 11 COMPONENTS 434.688.0509 P nas@ lanaspamm FL No.: 62514
REVISIONS
REV DESCRIPTION DATE APPROVED
60" MAX FRAME WIDTH 96" MAX FRAME WIDTH A F REVISED PER NEW REQUIREMENTS 10/25/17 R.L.
12" MAX O.C. � 6'" MAX F {�-12" MAX O.C.
6" MAX 6" MAX
6" MAX
,.// 6MAX
T— /
L �
12" 12"
MAX. O.C. MAX O.C.
i 72" j
MAX
FRAME
B HEIGHT
9
I
120'
MAX `
FRAME /
HEIGHT 1
A
B
g 9020 PICTURE WINDOW
EXTERIOR VIEW
REFER TO CHARTS#1 AND#2 IN SHEET 3 FOR OTHER UNITS RATINGS
DESIGN PRESSURE RATING IMPACT RATING
LL
6" MAX ji ±i 10.0PSF MISSILE IMPACT
A WITH GLAZING A
9020 PICTURE WINDOW DESIGN PRESSURE RA-nNG IMPACT RATING
EXTERIOR VIEW SMALL
'REFER TO CHARTS A'1 AND#21N SHEET3 FOR OTHER UNITS RATINGS ±100.OPSF MISSILE IMPACT
DESIGN PRESSURE RATING IPAPACT RATING WITH GLAZING B AND C SIGNED:
cE1IN0.•s/IO'2•!5L/1/29'S 0''�1,!7
±100.OPSF EILL
MISSILMPACT PRODUCT
DRas IVE
Floridaoride Wi /oor ORLANDO, L
WTHGLAZING A ecdh code
Hs r-4muam
oA-No. IVCORPOI2ATEDF-407aASM .%indoocccom
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Expiration Date 11/29/20229020 PICTURE WINDOW No.62514
DESIGN PRESSURE RATING IMPACT RATING
By SMALL MISSILE IMPACT =* *—
mlo -Da product Control ELEVATIONS AND CHARTS
_
±90.0PSF SMALL O STATE OF VJ
MISSILE IMPACT DRAWN:
Dvc No. OS-01635 RF S .... .... G?`
WITH GLAZING BAND C scs.:E NTS °A� 06/2012 SNEErL OF 11 �''S�ONALT�o"
L ROBERT°LOMASAE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE;NC27023 FL No.: 62514
434-M-0609 r%0MSS9NomasMo=
e
REVISIONS
REV DESCRIPTION DATE IWPROVED
F REVISED PER NEW REQUIREMENTS 10/25/17 R.L.
60" 6D" �'"� 60" 60" 60"
MAX r MAX I MAX MAX r MAX
—i 96 MAX I— 7-
T-7
I 120" 120' t20" 120 120"
72" MAX MAX MAX MAX MAX
MAX L L L L
' I
I
93 13/16" 1D3 3/16" 91 5/16"
--{ 72 72"
72" MAX MAX MAX MAX MAX MAX MAX
72" MAX T-
72" !
36" MAX
MAX L I
f
120" MAX
120° MAX--{
60" MAXX 60
MAX MAX
� L SIGNED:70/25/2017
PRODUCT REVISED 7500 WinDoor ORLANDO,PL 832AM 2 ` \'I7 R•1IIII L0 I��'��,,�
as complying with the Florida J�$, ,....N
Duiiding l:otla INCORPORATED �iovc 101•'N•r'°° v,••'�1GEN3F''••S
NOA-No. 17-0821.12 P 4a7tHir —.oindootiaccom
APPROVED SHAPES Expiration Date 1/29/2022 9020 PICTURE WINDOW Z No.62514
SEE NOTE 19 SHEET 1 By SMALL MISSILE IMPACT
Miam-Dade roduct contro ELEVATIONS
DRAY/N: DWC N0. y �///"O�'.• STATE OF •'�(/��
A.P 08-01635 F '�ORIOP.•
scALE NTS D4TE 06/20/12 6NET2A OF 11 ���SSj�NALIE ``�
L ROBERTO LOMAS PE LUIS R. Lomas P.E.
1432WL
O0DFORDROLEWSWLLENC27Q23 FL No62514
434-688-0609 dkrn%Kdvlomaspemn
CHART#1 REVISIONS
Design pressure rating for units K*h glazing A(p REv DESCRIPTION DATE APPROVED
Frame Frame width(In)
Height 24.0 30.0 36.0 420 48.0 50.0 1 60.0 66.0 1 720 78.0 1 84.0 90.0 96.0 + F REVISED PER NEW REQUIREMENTS 10/25/17 RA.
(In) Pas I Nig Pas Nag Pas Meg Pas Neg Pos Meg Pas Nag Pos Meg Pas Meg Pas Meg Pas Neg Pas Meg I
ag Pos Neg
10.0 747.3 147.3 146.0 146.0 744,7 744.7 143.3 143.3 1420 1420 140.7 140.7 139.3 139.3 138.0 138.0 136.7 136,7 135.3 136.3 134.0 134.0 32.7 131.3 131:3
30.0 146.0 14&0 145.8 145.8 144.2 1442 1425 1425 140.8 140.8 139.2 139.2 1375 137.6 135.8 135.8 1342 1342 325 1325 130.8 130.8 29.2 127.5 121.5
3&0 144.7 144.7 1442 144.2 144.0 144.0 1420 1420 140.0 140.0 138,0 13&0 13&0 138.0 134.0 134.0 1320 1320 130.0 130.0 128.0 128.0 26.0420 14J.3 143.3 1625 142.5 742.0 1420 141.8 141.8 139.5 139.6 1372 1372 134.8 134.8 132.5 1325 7302 730.2 117.0 127.8 115.5 125.5 23.2 120.8 120.8
48.0 1420 1420 140.8 140.8 140.0 140.0 139.5 139.5 1392 139.3 136.7 13&7 134.0 134.0 131.3 131.3 128.7 128.7 126.0 126.0 123.3 123.3 20.7 118.0 118.0
64.0 140.7 140.7 1392 1392 138.0 138.0 37.2 137.2 136.7 138.7 13&5 1365 133.5 1335 130.5 130,5 127.5 127.5 124.5 124.6 121.5 1215 18.5 11&5 715.560.0 139.3 139.3 137.5 137.5 136.0 136.0 134.8 134.8 734.0 134.0 133.5 1335 133,3 133.3 730.0 130.0 126.7 12&7 1213 123.3 120.0 120.0 18,7 713.3 113.36&0 138.0 738.0 1358 1356 1510 134.0 132.5 1325 131.3 131.3 130.5 130.6 130.0 130.0 129.8 129.8 126.2 126.2 1225 1225 118.0 118.8 15.2 111.51115
720 136.7 736.7 134.2 134.2 1320 1320 1302 130.2 12&7r126.0
127.5 127.5 129.7 120.7 1262 1262 12&0 126,0 1220 122.0 11&0 118.0 14.0 110.0 110.0
7&0 135.3 135.3 1325 1325 130.0 30.0 127.8 127.8 126.0 124.5 124.5 123.3 123.3 1225 1226 1220 1220 121.8 121.8 117-5 117.5 -
84.0 134.0 134.1) 130.8 130.8 128.0 128.0 1255 125.5 123.3 121.6 121.6 120.0 120.0 118.8 118.8 11&0 118.0 117.5 117.5
90.0 1327 1327 129.2 129.2 126.0 126.0 123.2 123.2 120.7 118.5 11&5 116.7 116.7 115.2 1162 114.0 114.09&0 131.3 131.3 127.6 127.5 124.0 114.0 120.8 120.8 118.0 115.5 115.5 113.3 113.3 111.5 111.5 110.0 110.0
1020 13&0 1300 1258 12&8 1220 1220 11&5 41&5 115.3 112.5 1126 110.0 110.0 107.8 107.8106.0 12&7 12&7 124.2 124.2 120.0 120.0 116.2 116.2 1127 109.5 109.5 106.7 106.7114.0 127.3 127.3 122.5 1225 118.0 118.0 113.8 113.8 110.0 106.5 105.5 103.3 103.3
120.0 126.0 1260120.8120.8 116.0 116.0 111.5 111.6 107.3 1035 103.5 100.0 100.0
125.0 124.7 124.7 1192 119.2 114.0 .114.0 109.2 109.2 704.7 104.7 100.5 100.6
1320 123.3 123.3 117.5 117.5 112.0 1 1120 106.81 106.8 1020 1020 97.5 97.5
138.0 1220 122.0 115.8 115.8 110.0 110.0 104.5 104.5 99.3 89.3 - -
144.0 120.7 120.7 1142 114.2 108.0 108.0 102.2 02.2 96.7 95.7 - - - - - - - - - -
CHART#2
Design pressure rating for units whh glazing S and C(pst)
_ Frame Frame width(N)
Height 24.0 30.0 36.0 420 48.0 "0 60.0 1 60.0 720 78.0 64.0 90.0 9&0
(M) Pos Nog Pas Nog Pos Neg Pos Nag Pas Neg Pas Meg P
oMeg Pas Meg Pas Meg Pas Nog Pas Meg Pas Neg Pas Nag
14.0 125.0 125.0 725.0 125.0 125.0 1250 115.0 125.0 115.0 125.0 125.0 125.0 25.0 125.0 125.0 175.0 125.0 125.0 125.0 124.0 124.0 1227 1227 121.3 127.3
2&0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 26.0 125.0 125.0 124.2 7242 1225 1225 120.8 120.8 1192 1192 117.5 117.5
3&0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 12&0 125.0 125.0 25.0 124.0 124.0 1220 1220 120.0120.0 11&0 11&D 718.0 116.0 114.0 114.042.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 125.0 725.0 125.0 125.0 124.1) 122.5 1225 120.2 1202 117.8 117.8 1155 115.6 1132 1132 110.8 110.848.0 125.0 125.0 125.0 125.0 125.0 126.0 125.0 125.0 125.0 125.0 725.0 125.0 24.0 121.3 121.3 118.7 11&7 116.0 116.0 113.3 113.3 110.7 110.7 10&0 108.054.0 125.0 125.0125.0125.0125.0125.0 125.0 125.0 725.0 12.0 125.0 125,0 21.5 1205 1205 1175 1175 1145 1745 1115 111.5 109.5 1085 106.6 105.560.0 125.0 125.0 125.0 125.0 125.0 125.0 124.8 124.8 124.0 1240 123.6 123.5 123.3 120,0 120.0 116.7 116.7 113.3 113,3 110.0 110.0 106.7 108.7 103.3 103.366.0 125.0 125.0 125.0 125.0 124.0 124.0 122.5 122.5 121.3 121.3 120.5 120,5 20.0 119.8 119.0 1162 116.2 1125 1125 108.8 700.8 105.2 1052 101.5 101.572.0 125.0 125.0 124.2 124.2 1220 1220 120.2 720.2 118.7 118.7 117.5 117.5 116.7 118,2 118.2 1113.0 118.0 1120 112.0 tOBA 108.0 704.0 104.0 100.0 100.a I
76.0 12&0 125.0 122-5 1225 120.0 120.0 117.8 117.8 116.0 11&0 114,5 1 in
13.3 113.3 112,5 1125 1720 112.0 111.8 111.8 107.5 107.5 i
84.0 124.0 124.0 120.8 120.8 118.0 118.0 115.5 115.5 113.3 113.3 117,5 10.0 110.0 108.8 108,8 108.090.0 1227 1227 1192 110.2 116.0 116.0 1132 113.2 110.7 110.7 108,6 06.7 106.7 105,2 105.2 104.0 104.096.0 121.3 121.3 117.5 117.5 114.0 114.0 110.8 110.8 108.0 108.0 105.5 03.3 1033 101.5 101.5 1oo.0 100.01020 120.0 120.0 116.8 115.8 1120 112.0 108.5 108.5 105.3 105.3 1025 00.0 100.0 97,8 97.8 10&0 118.7 118.7 114.2 114.2 110.0 110.0 1062 106.2 1027 1027 99.5 96.7 99.7 - - -
114.0 117.3 117.3 1125 1125 1060 109.0 103.8 1D3.8 100.0 100.0 96.5 93.3 93.3120.0 118.0 11&0 110.8 110.8 108,0 106.0 1015 101.5 97.3 97.3 93.5 0.0 90.012&0 114.7 1147 to9.2 1119.2 104.0 104.0 99,2 89.2 94.7 94.7 90.5 - - - - -132.0 113.3 1133 107.5 107.s020102096.0 96.8920920 87,6 -138.0 1120 1120 105.1 105.8 100.0 100.0 64.5 94.6 89.3 69.3 - - -44.0 110.7 110,7 1042 104.2 9&0 98.0 922 822 89.7 88.7 _ _ SIGNED:1012512017
PRODUCT REVISED 7500 AMSTRItDAM WinDoor ORLANDO,FL328322 DRrVE �` S R;'LO r7j'r.,r,
as complying with the Florida ` J\
Building Cade Phoec bT.alteS00
NOA-No. 17-0821.12 INCORPORATED y6yn•wtmw w .",odoodacwm `!•'' 1.10ENSrc '•.S
Expiration Date 11/29/2022 9020 PICTURE WINDOW No.62514
B SMALL MISSILE IMPACT * ^�
miaml a e roduetControl DESIGN PRESSURE AND CHARTS
DRAWN: DWO N0. REV %C)i STATEOF
s�E NTS DATE 06/20/72 08-015"�T35 OF 11 P //�SS�ONAL", `
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
7432R0 RD LEV/ISVLLE,NC27023 FL No.: 62514
434-688-0609 Itio rdcmaspe.cam
REWSIONS
60" MAX FRAME WIDTH Heti DESCRPTiON DATE APPROVED
8" MAX O.C. F REVISED PER NEW REQUIREMENTS 10/25/17 R.L
6" MAX. A
--{ 6" MAX
6" A4A�
12"
MAX D.C. CHART#3
i Design pressure rating(p4
_ Frame Frame width)In)
Helght 24.00 1 30.00 36.00 1 42.00 48.00 50.00 60.00
6" MAX TYP (In) Fos Nog Pas Neg Pas Keg Pos Neff Pea Neg Pas Neg Pos Neg
24.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 12&0 100.0 125.0
120' f f 3" MAX TYP 30.0 100.0 125.0 100.0 125.0 100.0 125.0 100.D 125.0 100.0 125.0 100,0 1250 100.0 125.0
36.0 100.0 125.0 100.D 125.0 100.0 125.0 100.0 125.0 1000 125.0 100.0 125.0 100.0 125.0
MAX 420 100.0 125.0 100.0 125.0 100.0 1250 100.0 125.0 100.0 125.D 100.0 125.0 100.0 126.0
FRAME f I 43.0 100,0 125.0 100.0 125.0 100.0 1250 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0
HEIGHT UO 100-0 125.0 100.0 1250 100.0 125.0 100.0 125.0 100.0 1250 100.0 125.0 100.0 125.0
/ 60.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 IOD.0 125.0
660 100.0 1 125.0 1 100.0 125.0 100,0 125.0 100.0 125.0 100.0 125.0 100.0 126.0 100.0 725.0
B 720 100.0 126.0 1 100.0 125.0 100.0 125.0 100.0 126,0 100.0 125.0 100.0 125.0 100.0 119.0
78,0 100.0 125.01 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 114.0
-9 84.0 100.0 125.0 1 100.0 125,0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 109.9
90.01OO,D 125.0 100.0 125.0 100.0 125.0 100.0 125.0 1DO,D 125.0 100.0 125.0 100.0 106.7
96.0 100.0 125.7 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 ]022,3
i I 1020 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 123.8 100.0 108.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100,0 125.0 100.0 123,5 100.0 114.0 100.0 125.0 100.0 1250 100.025.0100.0125.0100.0 125.0 100.0 123.5 100.0 120.0700.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 123.5 10D.0
6" MAX
A
9020 PICTURE WINDOW
EXTERIOR VIEW
REFER TO CHART#3 THIS PAGE FOR OTHER UNrl'S RATINGS
SIGNED:10/25/2017
DESIGN PRESSURE RA TING IMPACTRATING
f00.OPSF SMALL PRODUCT
Dodder WinDoor OR AMSTERDAM VE ``J\lululrr„�
+ ORLANDO,FL sass2 �� g R �Oiy
MlSSILEIMPACT as Bolldl.g Code INCORPORATE-.I] Phanvf0P�3&t00 GENg
NOA-No. 17-0821.12 �°Q Q1IlYs "m •�°deOtlDCO°
WTM GLAZING A AND B
Expiral-Deto11/29/2022 9020 PICTURE WINDOW - Vo.62514 -
sy SMALL MISSILE IMPACT
miam oad roductControl ELEVATIONS AND CHARTS �,
Q STATE OF
DRAWN: OWG NO. "IV i T
�OR1D P,.•• \��
A.P 08-01635 F , Is, •••••• �C9�.`
SCALE NTS DATE 06/20/12 SNE ET4 OF 11 ,;,, NAL
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1432 WOODFORD RD LEOWSWLLF NC 27029 LUIS R.FL NoL62514 i
434-688-0609 r/ktna @ff nlspe.cpn
REVL40NS
REV DESCRIPTION O0.TE MPROVED
F REVISED PER NEW REQUIREMENTS 10/25/17 R.L.
144" MAX FRAME WIDTH
6" MAX TYP
12" 3" MAX TYP
r
43 3/16-
MAX6' MAX MMAX. D.L.O.AD.0r A CHART#4
�- - Design pressure ra (p4ng chart(p
6- MAX
/ / / Frarte Total FraOWd h(n)Heght 30.00 54.00 7200 90..00 108.00 J2&00 144.00
(6T) Pos Nag Pos Nag Pos Neg Fos Ng Pos I Nog Pas Neg I Pos Neg
• 24.0 70.0 125.0 70.0 126.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 126.0 70.0 125.0
30.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0
1 2•• 3&0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0
MAX O.C. 420 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 25.0 70.0 125,D 70.0 125.0
45.0 70.0 125.0 70.0 125.0 70,0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0
�- 72 54.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 124.7 70.0 120.0
MAX 60.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 125.0 70.0 1143 70.0 105.5 70.0 100.0
FRAME 66A 70.0 125.0 70.0 125.0 70.0 125.0 70.0 112.9 70.0 100.0 70.0 81.4 70.0 80
HEIGHT 720 70.0 125.0 70.0 125.0 70.0 120.D 70.0 101.1 70.0 88.9 70.0 80.7 70.0 75.0
B D
6" MAX
18" MAX TYP -12" MAX O.C.
9020 TRIPLE PICTURE WINDOW
EXTERIOR VIEW
REFER TO CHART#4 THIS PAGE FOR OTHER UNITS RATINGS.
DESIGN PRESSURE RA77MG IMPACT RATING
+70.01-75.OPSF SMALL
MISSILE IMPACT
SIGNED:10/25/2017
WITH GLAZING A,B AND C
euilpdin7 REVISED 7500 AMSTERDAM Dw.RIV&==P yngih hWDor ORLANDO,FL 32832 R,1C.E-
1NL*S�--,
9 Coda 'Indooem.0821.12INCORPORATED -
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Eapimtlon Date 11/29/2022 `-
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By SMALL MISSILE IMPACT *
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i ATE OF 4wI
A.P DWG NO, REV
08-01635 F �C`�;'•...........C9\�
STALE NTS JDATF 06/20/12 ls4EE5 OF 11 /, ,I'll
IwotN�
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE NC 27023 FL No.: 62514
4344689-0609 d/omOs®Irloniaspe.mOr
t
PARTS LIST REMSIDNS
N0. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 20 6 16 11 REV DESCRIPnDN DATE APPRavm
1 S-9020AI-WDI FRAME HEAD AND SILL ASSEMBLY KEYMARK ALUMINUM 6063-T6 F REVISED PER NEW REQUIREMENTS 10/25/17 R.L.
2 S-9020A2-WDI FRAME JAMB ASSEMBLY KEYMARK ALUMINUM 6063-T6
3 S-9020A3-WDI MULL ASSEMBLY KEYMARK ALUMINUM 6063-T6 INTERIOR
4 FH-06559 MULL INTERIOR REINFORCEMENT KEYMARK ALUMINUM 6005-T6
5 FS-06558 MULL EXTERIOR REINFORCEMENT KEYMARK ALUMINUM 6005-T6
7 '
6 S-49328 SCREW COVER KEYMARK ALUMINUM 6063-T6
7 S-49330 FLUSH ADAPTOR KEYMARK ALUMINUM 6063-T6 1
8 S-49329 9/16"GLASS STOP KEYMARK ALUMINUM 6063-T6
9 S-46084 1"GLASS STOP KEYMARK ALUMINUM 6063-T6 EXTERIOR 20
10 S-46083 1 3/6"GLASS STOP KEYMARK ALUMINUM 6063-T6 15 6
11 GSVN-07A GLAZING VINYL TEAM PLASTICS 80 DUROMETER 7 2 15 9 11
16
e
12 131014 #8x1'SCREW STAINLESS STEEL 6
13 #Sxl 3/4"SCREW STAINLESS STEEL 6 HORIZONTAL SECTION 11 11
14 (12x1'SCREW STAINLESS STEEL EXTERIOR
15 121000-1210CE1 RUBBER SETTING BLOCK 85 DUROMETERj4.035
- 8INTERIOR16 SIKH 552 LIREIWINE SEALANT StKA 3/16" HS 1617 S-9020A8-WDI CA RAIL ASSEMBLY KEYMARK ALUMINUM 6063-T6 3/16" TEMP 15
" SENTRYGLAS BY KURARAY 6
18 S-9020A5-WDI MEDIUM RAIL ASSEMBLY KEYMARK ALUMINUM 6063-T6
19 S-9020A6-WDI TALL RAIL ASSEMBLY KEYVARK ALUMINUM 6063-T6 3/16" TEMP /16" HS 1 20
20 2206 INSULBAR ENSINGER TECATHERM 66GF 11
i6
21 902AO7-WDI CA RAIL FLANGE KEYMARK ALUMINUM 6063-T6 ALUMINU
22 902AO9-WDI HEAD AND SILL FLANGE KEYMARK ALUMINUM 6063-T6 SPACER SYSTES "I 15/16" BITE A 7
VERTICAL SECTION
23 902A11-W01 JAMB FLANGE KEYMARK ALUMINUM 6063-T6 EXTERIOR STANDARD/STANDARDRAILS
10
INTERIOR FOR PROVED RAILS COMBINATIONS SEE SHEET 7
GLAZING DETAIL C
9/16"
1/4" HS 3/16" HS
i
035" SENTRYCLAS BY KURARAY .035" SENTRYGLAS BY KURARAY j
1/4" HS 3/16" TEMP 3/16" HS SIGNED:10/25/2017
1 1 EXTERIOR 16 PRODUCT REVISED
h the ride j'[7] ORI,AND7500 O�3283AM n2�� \��JAS IR.LO4�
11 16 W InDO��
Building Code INCORPORATED Phar 107d91.M I,"
�IOENS�c'••S i .
NOA-No. 17-0821.12 7 W.Ql.mm vww.windoo i-
15 Ll
ALUMINUM INTERIOR
SPACER SYSTEM Eapimuon Date 11/29!2022 - No.62514 BITE 15/16" BITE 9020 PICTURE WINDOW EXTERIORgy SMALL MISSILE IMPACT ��INTERIOR NEamwa a ducttontrol B.O.M. AND CROSS SECTIONS
GLAZING DETAIL A 9 �� n I DRAWN: DWD No. R6v �On'.• STATE OF ;���
GLAZING DETAIL B _ LORIO�;.•'G\` Ii
SCALE NTS DATE 06/20/12 08 SO ET 65 OF 11 F / /jIINAL �\` I
L ROSERTOLOMASAE Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27029 FL No.: 62514
434.668-0609 dlomasOld maspe.com
II
l
REVISIONS
REV DESCR:PPONDATE
17 17 -4APPROVED
F REVISED PER NEW REQUIREMENTS 10/25/17 R.L.
17
f
EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR
17 19 j
16 r {
19 18
CA/CA RAILS
CA/MEDIUM RAILS 1
1
CA/TALL RAILS 18 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR i
{
rvV
t �
LL
EXTERIOR INTERIOR EXTERIOR INTERIOR 19 19 19
EXTERIOR INTERIOR
I
18 18
17
STANDARD/TALL RAILS MEDIUMI/TALL RAILS TALL?ALL RAILS
SIGNED:10/25/2017
STANDARD/CA RAILS STANDARD/MEDIUM RAILS MEDIUMUMEDIUM RAILS 111110
PRODUCT REVISED 7500AMSTERDAbLD12IVE ```�`71R.LOr�,�,//
as complying with the Florida WinD oor ORLANDO,FL 32832 �cj•,•,•,
APPROVED RAIL COMBINATIONS 14OA-NB.NdIng °�a CO�O ' ° CI.431=1 J
NOA-No. 17-0821.12 F�M.181L505 mvm.mindooriaccom �!_.•' 1}CENSF'•.,rQ��
FOR OTHER ITEMS SEE VERTICAL Expiration Date ll/2912022 9020 PICTURE WINDOW No.62514
CROSS SECTION SHEET 6 gy SMALL MISSILE IMPACT -k *=_
Mlam-oad rodnctconvol APPROVED RAIL COMBINATIONS ="fl � 2.`.
DRAWN: DWG N0. REV STATE STATE OF
A.P 08-01635 F 'i cS •• '
scAtF NTS DATE 06/20/12 ISHEET7 OF 11 S'lNAIE,�`�
L ROBERTO LOMAS P.E. LUIS R. Lomas P.E.
I432 WOODFORD RD LEWISVXLE NO 27023 FL NO.: 62514
434-SM-0609 Afml @Ldomaspo-
41
REVISIONS
REV OESCW.PTION DATE f APPROVED
F REVISED PER NEW REOUIREMENTS 10/25/17 R.L.
21
22
fful
23
EXTERIOR EXTERIOR
INTERIOR
INTERIOR
i
22 JAMB FLANGE
2t
f
I
HEAD AND SILL FLANGE f'
I
t
CA RAIL FLANGE
1
I
SIGNED:10/25/2017
PRODUCT REVISED ��/TiyYT1�' {. 7500AM5TERDAMDRIVL.
as complying with the Florida VV111LOO1 ORLANDO,PL 37832 `�� �Cj-„-,,,••/�
Buiidin Code
NDA-No.
17-0821.12 INCORPORATED �+.481m°M —indoodcaoom v.•' t,\GENS
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Expimtlon Date 11/29/2022 9020 PICTURE WINDOW No.62514 '
By SMALL MISSILE IMPACT
Miam ad roductControl APPROVED RAIL COMBINATIONS � 9CLr6LL✓�iY
DRAWN: N0. REV
DTYD i(` STATE OF 40
APPROVED RAIL COMBINATIONS A.P 08-01635 F :�s'°�ORID P.•'G�=:
FOR OTHER ITEMS SEE VERTICAL AND HORIZONTALs NTS DATE 06/20/12 5N 7A OF 11 "7,,70NAL T,?�`
CROSS SECTIONS SHEET 6
L ROBE RD LRWISSP.E. Luis R. Lomas P.E.
1.132 WOODFORO iflomw Irkmas scam 3 FL No.: 62514
431-688-0609 AlamasCaTlrlsmaspe.mm
E
f
REVISIONS
9/16" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE --II II-- 7/8" MIN.
I I F REVISED PER NEW REQUIREMENTS 10/25/17 R.L.
WOOD FRAMING METAL EDGE DISTANCE
OR 2X BUCK STRUCTURE
BY OTHERS 1 7/16" MIN. BY OTHERS
EMBEDMENT
APPROVED APPROVED
SEALANT 1/4" MAX. SEALANT 1/4" MAX. 1 5/8" MIN. 1/4" MAX.
SHIM SPACE SHIM SPACE EMBEDMENT SHIM SPACE
j{ INTERIOR
#12 WOOD 9/16L-vn
SCREW EDGE
#12EXTERIOR SEL SMS RI oR
SELF DRILLING
SCREW
y12 WOOD INTERIOR EXTERIOR INTERIOR #tz WOOD
SCREW #12 SMS OR SCREW
SELF DRILLING WOOD FRAMING �Ur
SCREW OR 2X BUCK
APPROVED EXTERIOR
APPROVED APPROVED ' BY OTHERS SEALANT
SEALANT 1/4" MAX. SEALANT
SHIM SPACE 1/4" MAX.
SHIM SPACE B
wcoD FRAMING 1 7/16" MIN. METAL e JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
OR 2X BUCK EMBEDMENT STRUCTURE
BY OTHERS BY OTHERS
7/8" MIN.
9/16" MIN. EDGE DISTANCE
EDGE DISTANCE e VERTICAL CROSS SECTION VERTICAL CROSS SECTION 8 METAL STRUCTURE INSTALLATION
8 WOOD FRAMING OR 2X BUCK INSTALLATION
i
1/4" MAX.
SHIM SPACE
7/8" MIN. I
EDGE DISTANCE INTERIOR SIGNED:10/25/2017
} PRODUCT REVISED 7500AhETERDAMDRIVE ```
ORLANDO,FL 32832 �ittn lilrrrr ,
O W1i7D0Or ,� rj P, Lo
a9 eomplying with the Florlda `N J\,...:••••.ti1,y
Building God. INCORPORATED df0Oe07''�t'�00 �,�VOENsf'•..s
#12 SMS OR NOA-No. 17-0821.12 ra sn blmm waw•windoocncmm
SELF DRILLING SCREWS No.62514
F�cplratlonOaeo11l29/2022 9020 PICTURE WINDOW p
METAL By SMALL MISSILE IMPACT * CPA-1 *—
STRUCTURE EXTERIOR miom Proauctcontrol INSTALLATION DETAILS =�. U
BY OTHERS �(D STATE OFC(/��
APPROVED NOTES: A.pN. Dort No. 08-01 635 RF c(�`S,'•FLORfOP.:G\'��
SEALANT 1.INTERIOR AND NOTSHOWNFOACLARIIOR TV.FINISHES,BYOTHERS, SCALE DATE SHEET "'"SIONAL
eJAMBINSTALLATIONDETAIL NTS b6/20/12 8 OF 11 rrrlllilttt��
METAL STRUCTURE INSTALLATION •PERIMETER AND JOINT SEALANT BYOTHERS TO BE
8 DESIGNED INACCORDANCE WTTHASTM E2112 LAO6ERTOLOMABP.E. Luis R. Lomas P.E.
434-6H8-0609
1432 WOO AD LEW15VUIF NC 27023 FL NO,: 62514
�0609 rYlort+as@bronrasAe.mm
I
r
REVISIONS
REV DESCRIPTION D4TE APPROVED
2 1/2" MIN. F REVISED PER NEW REQUIREMENTS 10/25/17 R.L.
• EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
.4
.. °
�° a 1 1/4" MIN.
OPTIONAL 1X BUCK • ' .° a•e ° EMBEDMENT
SEE NOTES 3-7 SHEET 1 1 1/4' MIN.
` EMBEDMENT
CONCRETE/MASONRY
APPROVED BY OTHERS Q°•
SEALANT 1/4" MAX.
SHIM SPACE OPTIONAL 1X BUCK ° 1/4 MAX'
SEE NOTES 3-7 SHEET 1 d' SHIM SPACE
1/4" TAPCON
1/4" TAPCON °
EXTERIOR INTERIOR INTERIOR
e
1/4" TAPCONra
° I
APPROVED
SEALANT 2 1/2° °
MIN.
— n EDGE
OPTIONAL 1X BUCKILIU�LJI 1/4" MAX. DISTANCE
SEE NOTES 3-7 SHEET 1 `SHIM SPACE
EXTERIOR
CONCRETE/MASONRY APPROVED
BY OTHERS � d e 1 1/4" MIN. SEALANT
° EMBEDMENT e JAMB INSTALLATION DETAIL
B
CONCRET&MASONRYINSTALLATION
d
2 1/2" MIN.
EDGE DISTANCE SIGNED:10/25/2017
VERTICAL CROSS SECTION
9 CONCRETEJMASONRYINSTALLATION PRODUCT REVISED
lugDPYBwllh Floridaorida WinDoorORLANDFAMSTERDAM , �`�``t•R,•1:.1L1p/''''•�
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NOn-No, 17-0827.12 n=nm.�etWS —f d—i—com F
EaplraNOn Date 11/2912022 9020 PICTURE WINDOW No.62514
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Mloml- ad roductcontrol INSTALLATION DETAILS � C ��
••, STATOF
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NOTES: DRAWN: Ow0 N0. REV �.C�•.• FLORIDA.•''G\��
1.INTERIORAND EXTERIOR FINISHES,BYOTHERS, A.P OB-01635 F S ••••
NOT SHOWN FOR CLARITY. SCALE NTS —E 06/20/12 1 SHEET 9 OF 11
2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOMAS P.E. LU15 R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.IVC27023 FL NO.: 62514
434.686-0609 rllomes@1domaspe.mm
3 3/16" REVISIONS
F-3 3/16" 3 1/4" REV DESCR .11 DATE APPROVED
3 3/16" F REVISED PER NEW REQUIREMENTS 10/25/17 R.L.
2 t/4" � O
4"M1 1/4" 3 1/2"
' � � � �or
2 3/16"
O FRAME � FRAME � 2 2/16"
ALUMINUM 6063-T6.060"THICK ALUMINUM 6063-T6.080"THICK
3/4" t 1116" OO MULL ASSEMBLY 22 HEAD AND SILL FLANGE FRAME
ALUMINUM 6063-T6.080"THICK ALUMINUM 6063-T6.080°THICK
15/16"
5/8" 1 1/16" 11/76" t 1/16" 11/16"
��
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(DREINFORCEMENT REINFORCEMENT
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/4" T11 3/8" -- 3 3/16"
-�-3/4,.
!� 5/ �3/4„ 9 7/16.,
O7 MIFLUSH ADAPTOR 5T
ALUMlNUM 6063-T6.065"THICK O 9/16"GLASS STOP / -
I..,_ .063'THICK
JM
--i I 3/B 1/4„ /1 1"GLASSSTOP 5 7/6"
`J .063°THICK
1 1/4" Ff---f 1s/i s" 4 1/2"
L_ T—i� r
0 1 3/8"GLASS STOP 20 INSULBAR
v .063"THICK TECATHERM 66GF.075"THICK LL]
3 3/16° 19 TALL RAIL
2 114," z t CA RAIL FLANGE 1 e MIDDLE RAIL ALUMINUM 6063-T6.100'THICK
ALUMINUM 6063-T6.100'THICK ALUMINUM 6063-T6.080"THICK
_F SIGNED:10/25/2017
I �PRODUCyingREVISE orida W 7500 AMSTERDAM DRIVE ``��irlR11lOrl,/ /
as..n9Codethe "' ��� ORLANDO"FL32832 �`J\$.,,:.L /Lj
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3 7/8" NOA-No. 17-0821.12 INCORPORATED r�a6'.aelnmt mwa.wLidoOtincrnm �':' U ff
3 1/4"
Expiration Date 1/29/20229020 PICTURE WINDOW 0.62514 _
By SMALL MISSILE IMPACT –'t *
MIamHOad r0doctcentral COMPONENTS
DRAWN: CWC N0, REV %���'• STATE OF
A.P OS-01635 F :%:......ON.�G��;
17 CA RAIL 23 JAMB FLANGE sc�E DAre sREE S/DfVA4 E
ALUMINUM 606RAIL00'THICK ALUMINUM 6063-78.080"THICK NTS 06/20/12 10 OF 11 ,NfiljjIONN
L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-666-0609 dI0m2S@1dd asi--
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REV DESCRIPTION DATE APPROVED
F REVISED PER NEW REQUIREMENTS 10/25/17 R.L.
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VERTICAL INTE�
SIGNED:10I2512097
PRODUCT REVISED th the Florian ��T'� �..�n 7500AMSTERaAM aRSVE X,iiiLt 4",,r'
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NOA-No. 17-082i.t2 123COR.PORATED F-107 III505 mvwwindoavnawm �':'JGENSg'••.tSs
Fxpimtion Date 11/2912022
4020 PICTURE WINDOW
tM I.. ad doet Contra SMALL MISSILE IMPACT
SQUARE DRIVE COMPONENTS �=
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s°AE NTS "ATE O6j20j12SHEEr11 OF 11 r'rSf4NAL��ti'
CORNER DETAIL
L ROBERTO LOMASP.E Luis R. Lomas P,E.'
1432 MOOFORO RD LSMV/LLE,NC 27= FL No.: 62514
434-688-0609 dlomasgftfome p&.