HomeMy WebLinkAboutNOA - Fixed Window":r- ��> e)
MIAMI-RE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
OTI
'GT Industries, Inc.
070 Technology Drive
forth Venice, FL 34275
PTANCE (NOA
MIAMI—DADS COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
www, miawidade.zov/bu itdinE
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,
: Series "PW-5520 Vinyl" PVC Fixed Window — L.M.I.
7VPPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 11 of 11, dated 09/09/14, with revision C dated 03/16/20, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P,E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Accenimce number and expiration date by the Miami -Dade County Product Control Section.
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 ar 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 NOA No.19-1126.10 and consists of this page I and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0401.16
M"0B�� Expiration Date: April 30, 2025
Approval Date: August 06, 2020
T7/30/20 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0930.25)
2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-0614.09)
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door, a
PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal' spacer system, Super Spacer' NXTrm spacer system and XL
Edge m spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16
and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.12)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 14-0930.25)
2. Glazing complies with ASTM E1300-09
Product Control Eza 2r
� NOA No. 20- Ol.l
Expiration Date: April 30,4e5
Approval Date: August 06, 2020
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
I�uI_VIpill E_llue plsllM1_a[K1[Y SMIKy
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifbl® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions
USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC
Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on
04/16/20.
5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions
USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for
Windows and Doors, approved on 01/17/19, expiring on 02/04/21.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6t" Edition (2017), dated
November 22, 2019, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
(Submitted under NOA No. 19-1126. 10
2. Statement letter of no financial interest, dated November 22, 2019, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 19-112&10
3. Proposal issued by Product Control Section, dated 06/26/14, signed by Jaime Gascon,
P.E. Supervisor, Product Control Section.
(Submitted under NOA No.14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0629.12)
G. OTHERS
1. Notice of Acceptance No. 17-0614.09, issued to PGT Industries, Inc. for their Series
"PW-5520 Vinyl" PVC Fixed Window — L.M.I. ap"d n 10/26/17 ✓. firing
on 04/30/20. A�/Ps / j / ,0 n k A
Product Coutrol Eaa r
J NOA No. 20- 01.16
Expiration Date: April 3 ,
Approval Date: August 06, 2020
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets I
through 11 of 11, dated 09/09/14, with revision C dated 03/16/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsi1791 and Dowsi1983
silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 09/18/14, 04/07/15 and updated on 03/19/20 to the new FBC
Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
/ Manuel Perez, P.E.
Product Control ExaWMr
NOA No. 20-Ck401.16
Expiration Date: April 30, Sfff5
Approval Date: August 06, 2020
E-3
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas XtraTM (SGXTm) Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions
USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC
Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on
04/16/20.
5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions
USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for
Windows and Doors, approved on 01/17/19, expiring on 02/04/21.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61 Edition (2017) and the
FBC 7`h Edition (2020), dated March 16, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 16, 2020, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
1. Notice of Acceptance No. 19-1126.10, issued to PGT Industries, Inc. for their Series
"PW-5520 Vinyl" PVC Fixed Window — L.M.I. approved on 01/09/20 and expiring
on 04/30/25.
Manuel Perez, P.E.
Product Control Ex r
NOA No. 204401.1
Expiration Date: April30, 5
Approval Date: August 06, 2020
E-4
L TESTED TO COMPLY WITH THE REQUIREMENTS OF
G THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
I USED IN WIND-BORNE DEBRIS REGIONS.
ABOVE 30' IN THE "7, THE OUTBOARD
(CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIMS WERE
SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI P
ANCHOR TYPE
4) ALL WOOD BUCKS LESS THAN 1-la-THICK ARE TO BE CONSIDERED 1X INSTALLA S r
1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. D
BUCKS DEPICTED AS 2X ARE 1-1YYTHICK OR GREATER. 1X AND 2X SUCKS (WHEN U D)
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD LICK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
ARCHITECT OF RECORD. (AOR). A
5) ANCHOR EMBEDMENT TO BASE MATERML SHALL BE BEYOND WALL DRESSING R
STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INST TKW
ANCHORS SHOULD BE SEALED. OVERALL SEALINGFWSHING STRATEGY FOR WA R L
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX..C.
SCOPE OF THESE INSTRUCTIONS. SEEX. O.C.
6) MAX. 11C SHIMS ARE REQUIREDAT EACH ANCHOR LOCATION WHERE THE PROD T 419
IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING AMU
LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST
IMPOSED ON THEM SY THE WINDOW.
e�
DESIGN PRESSURES:
A
A. NEOATNE DESIGN LOADS BASED ON STRUCTURAUCYCIETEST PRESSURE. FRAME
ANALYSIS AND GLASS PEa ASTM
B. POSITIVE DESIGN LOADS BASEDD ON ON WATER TEST PRESSURE, 5TRUCTURAU CYCLETESi
PRESSURE, FRAME ANALYSIS AND GLASS PER
ASTM
O DESIGN LOADS ARE BASED ON ALLOWABLE STRESS
DESIGN, ASD,
0) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3 IM%STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HIVING
JURISDICTION,
10) REFERENCES: TEST REPORTS FTL-7597; ELCO ULTRACON NOA; DEWALT ULTRACON-
NCA; ELCO/DEWALT CRETEFLEX NOA; ELCOIDEWALT AGGREGATOR MCA; ENERGI WINDOW
AND DOOR PROFILES. LTD WHITE & BRONZE&IGHTER SHADES OF CAP COATED PVC
EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,
(SHORE OKLONG SIDE)
IMAX. O.C. SEE
TABLES 413
_ "BIBLE
LIGHT WIDTH
VISIBLE
LIGHT
/ HEIGHT
S' MAX.
P. EQUAL-LEOBOX &
IE FRAME (90° CORNreR�'
0-MAX. -+I
D. SEE
SHEET4�
MAX.
CK
HEIGH
SEE
—� TABLE
413
T'
(LONG
R
1■
SHORT
IM
1
A SEE
C
SHEET3
1
MAX. O.C.
T
SEE
J
TABLES
49
6' MAX.
SEE TABLES
413
MAX. BUCK
HEIGHT, SEE
TABLES 4.9
(LONG OR
cnn:n im:.
'SG"-lNT SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. LIGHT WIDTH SHORT SIDE)
ELEVATIONS---...__...........1
FRAME, GLASS & ANCHOR
MAX O�
SEE TABLES
/ 4-13
VISIBLE
LIGHT
HEIGHT
VISIBLE
IMPACT RATING
DESIGN PRE^u3URE DATING
LARGE a SMALL MISSILE
IMPACT RESISTANT
VARIESPERGLASSTYPE,SEE
I TABLES 4-13, SHEETS &10
... �.. �..............OW...... -tee
(SHORT OR LONG SIDE)
__, —•-± � MA%. O.C. BEE TABLE549
r 1.26'MI
�L
VISIBLE
UGHTWIDTH
LIGHT
C, SEE
HEIGHT
SHEET4
LVISIBLE
MA%.B
TABLE!
TABLET
(LOW
SHORT
D�—J 1.215-IWX +I f—
TYP. INTEGRAL FIN & J-CHANNEL
FRAME (90• CORNERS)
(ANCHORED THROUGH NAIL FIN)
— r 1.w MI
MAX. O.C. SEE_ f
TABLES 49
VISIBLE
LIGHT
HEIGHT
VISIBLE
LIGHT WIDTH
VISIBLE LIGHT FORMULAS I =4� i
WIDTH: BULK WIDTH-4Y18" MAX. O.C. 6"MAX. MAX
HEIGHT: DUCK HEIGH-43/18' L
SEE TABLES 4-13
CODES / STANDARDS USED: MAX. BUCK WIDTH SEE TABLES 413
• 2020 FLORIDA BUILDING CODE (FBC). 7TH EDITION (SHORT OR LONG SIDE)
• 2017 FLORIDA BUILDING CODE (FBC), STH EDITION TYP. EQUAL-LEG/BOX &
• ASTM F&PA 9 FLANGE FRAME (CURVED
• ALUMINUM DESIGN
0 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, AOM-2D15 OR ANGLED CORNERS)
• AIM S100-16
36&
• AISC 38616
MAX. O.C. SEE TABLES L9
_ MA)C BUCK WIDTH SEE TABLES 49 _
(SHORT OR LONG SIM
TYP. INTEGRAL FIN &
J-CHANNEL FRAME (CURVED OR
ANGLED CORNERS)
(ANCHORED THROUGH NAIL FIN)
MAX.
O.C.
SEE
TABL
N
MAX. BUCK
HEIGHT, SEE
TABLES 4.9
(LONG OR
SHORTSIOE)
�-- 1.25" MA)t.
q UPDATED TO FBC 2020,
REVISED ANCHOR TYPE
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Type
Description
Table
If
7
71W Laminated I.G.: 1/8" A Exterior Cap+7116" Air Space+ 511W Laminetad; (2) Lees of 1/8" A Glass wRh.090" PVB Inisdayer
d
8
7/8" Laminated I.G.: 1/8" T Exterior Cap+WIS' Air Space+ 5116" Laminated; (2) Liles of 1/8" A Giese with .OW' PVB Intedayer
6
9
718" Laminated I.G.: 3116" A Exterior Cap + 31T Air Space + 5116" Laminated; (2) Lbes of 118" A Glass Wth .09D' PVB Interleyer
6
10
71W Laminated LG.: 3116' T Exterior Cap + 3/8' Ab Space + 5116" Laminated; (2) Litas of l/8' A Glass with .DOW PVB IMedayer
6
11
1"Laminated l.G.:118"TEMerior Cap +7116'Air Space +71IT Laminatad(2) Lt. of 3/16" A Gleae wlth.090"PV8 intedeyer
7
12
T' Laminated I.G.: 3/18' A Examicr Cap+ SIT Air Space + 7/16" Laminated; (2) Utn of 311r A Glass vAth .DW' PVB Imemiyer
8
13
1" Laminated LG.: 3/18" T Exterior Cap+ TIT Air Space + 7116" tannin®tad; (2) Utas of 3/16" A Glass with .090" PVB bHerlayer
9
14
1" Laminated LG.: 3/18" A Exterior Cap+ 3/9" Air Space +7116' Laminated; (2) Utea of 3'ir A Glass mth .090" SG Ildedayer
1 10
Laminated .OW SG adedayer
T' Laminated I.G.: lIr T Extsdor Cp + 7/16' Air Space + 7118" Laminated; (2) Wee of 31 r H Glass with .090- SG Medeyer
11
t
t
17
11 uaminsted LG.: 3116'T Exists, Cap+ 318" Air Space+ minat ;
as ass vn
13
ABLE : ANCHORSINSTALLEDTHROUGHFRAME
wup
Anchor
Substrate
ann. Edge
Distne,
Min.
Onbedmem•
A
#10 SMS
Islas, I"S,S.WSteel.
or410 S.S.)
P.T.m Pine
t
AM'
Yr
0,050'
SI StW,AW3 Or 3r
Ste"
0.0451°(is Ga.)
Aluminum, 50S v
SB"
O.05r
NIT steel I.R. or
tMAwM
—TT Sadhem Pi. IS" 56)
]l1r
13/8'
Cg1RRM(Min. 3ks11
1"
1.1fB'
X V steel 140Cm
Urxlmuted CMU, (ASW C-90,
2-1IY
1-11V
WIT etsel uft.+
uNroutad CMU, STM w
1"
1-114°
B
#12 SMS
pteN, I" S.S.
010 5.5.)
FT SalakeM PIM (BM ES)
L18"
Lair
stsio• 8'
3/r
0.05r
Steel Scudd A9631 Gr. 33'
31r
OA451" (18 GA)
AWminlm, SOS} •
wr
0.
114° steel Ultracon or
uttaw
PT. SMham Fire (SG•0,55)
1•
13/r
1/4'ateM CleteNx
P.T Spalpm Pka (SG+0.53)
1°
139'
114° steel Agg tr rat.
P.T. Smahem Pine (SCcO.SS)
1"
131r
1I4'staei m actin
Concate (ndn. 2.85 1110
1"
13W°
Unglmae0 CMU,(A. Da0)
2-112"
1-1W
C
1/4" steel Mtnwrtr
CorwMe(min, 3"1)
13Hr
1-W
Mgauled CMU, (ASTM ism
T
1-114'.
114- heel Cietess,
Cowate (min. 3.M kai)
1
13/4"
1/4- steel actin
Conies, (min. 2.85 kal)
2-11r
1 J/4-
1/4" steel Unracon•
Concrete (mtn. 3 kai)
2-112
1-314•
"steel Ultawm
V MU ASW 0 W
2-1IY
1-114"
1/6"st ICreteA
Cawrate min
2-tl
13l4'
NmYf¢a CMU, (ASTM C-SO)
2-11
-
114°steel AWnr-Gator
Cor'Cate min. 3.2]5 kai
G.W CMU, ASTM C40)
1-in'
Y
1-3/9"
2-
TABLE 3: ANCHORS INSTALLED THROUGH INTEGRAL FIN
ani
Anchor
9ebaaete
Min. Was
casinos
MIn.
Embedmanr
E
2-1/Y a .191' Camnwn NaY
P.T. Sa1nMm Pine (SG=,M)
wr
2-7116°
3-1/2' Nna+henk Rwenp NM
P.T. S0ahem Pha (SG=.M)
91r
2 Vlr
F
#10TneaaaW am
(... ISS a.a.
410S,S,7
P.T. SaRMm Plre SG- W
1?
141,1F
Aimmomd aM}TS'
w
0.05m
SWi St., Gr. 3F
WO.a51108
Goa
SbeLA3e'
91r
0.050'
#125M&
(steel. 1883.9.
d103,3a
P.T.SWMm Pine(775-
rir
tab'
Alass 80,
3�r
3T
SW Si.G. 6. 3T
91r
U06P
50Z
aWl, Aar
3'B'
0.05b'
• MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE.
•UNGROUTED CMU'
VALUES MAY BE
USED FOR GROUTED
CMU ATMLICATIONS.
ME
MIN, OF 3
THREADS
BEYOND
THE
META
SUBSTRATE.
"A• • ANNEALED
"H"• HEAT STRENGTHENED
'T'•TEMPERED
"PVB"=.080' TROSIFOLO
PVB BY KURARAY
AMERICA. INC.
•SG° •.09V SENTRYGLAS )
INTERLAYER BY KURARAY
AMERICA, INC.
'GLASS TYPES 14 THROUGH
17 MAY NOT BE USED 1MTH
J-CHANNEL OR INTEGRAL
� FlN FRAMES.
YVMDOW FRAMES MAY SE ANY OF THOSE SHGVa1 BELOW,
BOX OR
EQUAL
FVd GE
LEG
}CHANNEL
INTEGRAL
FIN
ALL ARCHIFECTURAL WINDDW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAFE IN A BLOCK (SEE EXAMPLES
SELOW), MO OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13. SHEETS e-10.
LONG LONG S 81LONG SHORT
Sim
Sim
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46ksi
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941
(941)480-1500
REGI9TRAnoN #zs2ea
VINYL FIXED WINDOW NOA (LM&SM) k 919114
GLASS/ANCHORS/FRAME OPTIONS •m J ROSOWSI
PW-5520 $ NITS1�1 2 OF 11 M 6 MD-5520.0 p
REVISED
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A LYNN MILLER P.E.
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION
OPTION 1
EMBEDMENT
ANCHORED THROUGH EDGE DISTANCE
FRAME INTO 2X WOOD
L
FRAME OR SUCKSTRIP,
SEE NOTE 2, THIS SHEEP.
EDGE
FLANGE
EMBEDMENT
DISTANCE
I'I
FRAME II
BUCK VISIBLE
HEIGHT LIGHT
HEIGHT
EXTERIOR
a
EQUAL-
LEG/BOx
FRAME
SHOWN
�1/4"MAX.
TYP.ANCHORTYPF
SHIM
EMSEDMENTANDEDGE
TYP. ANCHOR TYPE,
DISTANCE PER
SUBSTRATE.
_ EMBEDMENT AND
SEE TABLE 2, SHEET2.
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 2. SHEET 2.
NOTES:
K I.G.
1) USE ONLY SUSSTRATEAPPROPRIATE ANCHORS
LISTED ON TABLE 2. SHEET 2, FOLLOW EMBEDMENT
AND EDGE DISTANCE LIMITS, ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW.
21 MASONRY ANCHORS MAY BE USED INTO WOOD AS
PER TABLE 2, SHEET 2, ALL WOOD SUCKS LESS THAN
1-1W THICK ARE TO BE CONSIDERED 1x
INSTALLATIONS, IX WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD
BUCKS DEPICTED AS 2x ARE U1IT THICK OR
GREATER. IX AND 2x BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD SUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3) VISISI-E LIGHT WIDTH OR HEIGHT (ALSO REFERRED
TO AS DAYLIGHT OPENING) IS MEASURED FROM
I.G. SEAOING TO BEADING.
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE. SEE
TABLE 2, SHEET 2.
OPTIONINSTALLATION
DIRECTLY INTOSHIM 2
Iw'
FLANOE I EXTERIOR
FRAME
SHOWN 10,
�MBEDMENT
VISIBLE LIGHT FORMULAS
INSTALLATION
OPTION 2
HEIGHT SUCK HEIGHIT-Hl-
ANCHOREDTHR000H EDGE DISTANCE
FRAME DIRECTLY INTO VERTICAL SECTION B-B
CONCBETE/CMU.
`71r`FHICKLG.
VISIBLE LIGHTWUTH
BUCK MOTH
HORIZONTAL SECTION A -A
BUCKSTRIP INTO CONCRETEICMU.
SEE NOTE 2, THIS SHEET.
� 114•MAX
q.
-' SHIM '1
GAGE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL D.
MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2.
a" MAX.
Y10 OR Ail STEEL
- SMS ICE). SEE -
TABLE 2,SHEET 2.
NLRLTMIZIId;
EQUAL-
LEGIBK
FRAME
SHOWN
EMBEDMENT
EDGE
DISTANCE
TYP. ANCHORTYPE,
EMSEDMENTAND
EDGE DISTANCE PER
SUBSTRATE SEE
,. TABLE 2, SHEET 2.
REVISED
w M. Mrlde
FLANGE EQUAL L_J
FRAME LEGIBO%
SHOYM FRAME
SHOWN
C) NO CHANGES THIS SHEE
AK-03118/20
Oo EXTf1E�RIIIOR 0 0
INSTALLATION V INSTALLATION
OPTION 4 OPTION 4
ANCHORED THROUGH FRAME INTO METAL AN[C�H�IJORED THROUGH FRAME INTO METAL
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(861)380-1000
1111II 11 rrr�
ONY LYNry '�•,�
..
;``�Y�• 1,ICEN'•;
No 5B]u5
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REGISTRATION s2wee
_�1� 3 ���� � a'
VINYL FIXED WINDOW NOA (LM&SM) g 9/9/14
FLANGE & EQUAL-LEG/BOX FRAMES FA J ROSOWSKI
INnI11J
PW-5520 h NTS 111 3OF I Xz MD-5520.0 & C
ALYMN MILER. P.E
P.Er38]OS
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION
INSTALLATION OPTION 6
INSTALLATION OPTIONS 1/4'MAX. SHIM ANCHOREOTHROUGHFRAMEINTOaX D OPTION �IW MAX. SHIM
ANCHORED THROUGH EMBEDMENT I FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET, ANCHOREDTHROUGHINTEGRALFIN EDGE DISTANCE
INTEGRAL FIN INTO U WOOD (MAYBE INSTALLED INTO CONCRETE, SNBUAR TO INTO 2X WOOD FRAME OR B1ICKSTRP,
FRAME OR SUCKSTRIP. SEE EmmDmBM � O INSTA TION OPTIONS 2 & 3) SEE NOTE 2, THIS SHEET.
NOTE 2, THIS SHEET. EDGE 1 9
EDGE DISTANCE DISTANCE - --, fm
TH51GHT.
BUCK HEIGHT
1' THICN LG.
—114• MAX. SHIM PIP, ANCHOR TYPE,
EMBEDIV ND
TYP. ANCHOR TYPE. EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRATE, SEE
DISTANCE PER SUBSTRATE, TABLE 2, SHEET 2.
SEE TABLE 3, SHEET 2 (SCREWSHOWN)
(NAIL SHOWN)
NOTES:
1) USE ONLY SUBSTRATE-APPROPRNTE
ANCHORS LISTED ON TABLES 2 & 3, SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS. ANY INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE WINDOW.
2) MA5ONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS
THAN 1-12' THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. I X WOOD BUCKS ME OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK
OR GREATER. 1X AND 2:( BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATKNJ IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING) B
MEASURED FROM BEADING TO BEADING,
1-THICK
LC D ` 7/8" THICK I.G.
J-CHANNEL EXTERIOR VISIBLEUGHTWIDTH
FRAME n
SHOWN V
BUCK WIDTH
HORIZONTAL SECTION C-C
1N' MAX. SHIM
iSHET.
INTEGRAL FIN TYP. ANCHOR TYPE. EMBEDMENT FRAME SHOWN O AND EDGE DISTANCE PERsUBSTRATE, SEE TABLE 3, SHEET 2. INSTALLATION OPTION 7
RAL �� (SCREW SHOWN) INSTALLATION THROUGHLE 3INSEET 2.FIN,
IN 1(4- INTO METAL, SEE TABLE 3, SHEET 2.MEwN 0 0TIONO5 EDGE
ANCHOOUGH INTEGRO UWOOOR VISIBLE LIGHT FORMULAS
SUCKSTNOTE 2. WIDTH: BUCK WIDTH-4wT
TH. EMBEDMENT HEDW. BUCK HEIGHT-4 IW
VERTICAL SECTION D-D
EMS (G&),SEE
TABLES 2 & 3,
SHEET2.
lm-MAX,
8HM
u
FIN ANDAOR
FUWGE MAY BE
REMOVEDINFIELD
EXTERIOR
O e
INSTALLATION OPTION 8
INSTALLATION THROUGH THE FRAME,
INTO METAL, SEE TABLE 2. SHEET 2.
FIN
FRAME
SHOWN
1070TECHNOLOGY DRIVE
N. VENICE, FL 34275
(9a1)-ae0-1800o-lsoo
REGISTRATION &2B298
RI VINYL FIXED WINDOW NOA (LM&SM) R 9/S/14
J-CHANNEL& INTEGRAL FIN FRAMI �j JROSOWSKI
PW-5620 III NTS1�1 4OF 11 jz MD-5520.0 p C
EMBEDMENT
TYP, ANCHOR TYPE,
_ EMBEDMENT ANDEDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3. SHEET 2.
(RAK SHONRI)
Mrld.
OPTION
yY LYNA, �•,,
No. 58705 '..
AM OF Q (Otu:
anP... F<ORICA..'.Co��`
111111111'
A LYNN MILLER, P.E
P.E.M59765
710'NOM.
5/16" A/A PV8 —
7/16" AIR SPACE-
1/e" A GLASS-
aEXTERIOR
GLASS TYPE
r i"E7
N.
7/16" A/A PVB
7116" AIR SPACE
1/8" T_ GLASS
a EXTERIOR
80-83
GLASS TYPE 11
1 NOM +{
7/16" AIA SG
318" AIR SPACE
3/16" T GLASS
a EXTERIOR
8683
GLASS TYPE 15
—1 710' NOM. [ —
5/16" A/A PVB
7/18" AIR SPACE
1/8" T GLASS
a IXTERKM
8083
GLASS TYPE 8
7/16" A/A PVB
318"AIR SPACE
3/16" A_ GLAS3
a DITER R
86-03
GLASS TYPE 12
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AIR SPACE
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GLASS TYPE 16
7M' NOM.
5/16" A/A PVS
31V AIR SPACE
3H6" A GLASS.
80E3
GLASS TYPE 9
7116" A/A PVB
318"AIR SPACE
3/16" T GLASS
aEXTERIOR
BOE3
GLASS TYPE 13
r 1' NOM
16" H/H SG
"AIR SPACE
/16" T GLASS
a
GLASS TYPE 17
5/16" A/A PVB
AIR SPACE
3/16" T_ GLASS
aEXTERIOR
8083
GLASS TYPE 10
IF 1NOM. 4
7116" A/A SG
318" AIR SPACE
3/16" A GLASS
KE a TEROR
Bna3
GLASS TYPE 14
EXTERKM
a12' SITETYP.Y11'. 35
F� r
PRODUCTREVISEDII
de, co np CPdawith the Florida
C) NO CHANGES THIS SHEET.
AK-OW16M
"A"•ANNEALED ••.
=Wo s%AIT ° �,
'T•T MPEREO STRENGTHENED 1 31" OTTT BE USED'MT114 N •• (Cs.F[OHiDA.. �'t'��
'Pve',M-TROSIFOLS 'JCHANNEL OR vnEGRAE TYP. GLAZING DETAIL '•,.... E�L'��•
NAL
PJB BY KURARAY AMERICA INC. • FlN FRAMES 1Il 111 1111
'SG' ERI.A ER BY
IMERIAVER BY KURARAY AMERKA, INC. A LYNN MILLER. P.E
P.EN NI@3
Window Design Prsasure, (+/•psf)
WNY btYIe,arP
T
1/8" A Cap -Airspace - 5/16" A/A with PVB
lyw
Window
Long Side On)
Dimensions
51.05
54
56
88
82
84
88
72
78
64
87
18
+/Sp
+/-5)
+ISO
+ISO
+/40
+1410
+ISO
+/d0
a/S0
+1-%
+/SO
+ISO
20
+l50
+/SO
+f30
+ISO
+ISO
+/Sp
r/Sp
+/SO
+/-50
./Sp
+ISO
+/SO
22
./50
a/S0
+/SO
+(.5D
+/So
+)SD
+/SO
NSO
+/So
+/So
+/-0o
a/Sp
24
a/S0
./SO
+ISO
+/SO
+/S0
+/So
+/SO
NSo
NSo
./SO
+/-50
alb0
28
+/SO
+/Sp
k/SO
+/-50
a/Sp
+LSD
#1S0
F.
1/SO
4/Sp
+/Sp
+ISO
+ISO
28
+/SO
+ISO
+150
+/SO
050
+/SO
+/-50
+/SO
+/SO
+ISO
NS0
+/S0
30
+ISO
+ISO
+/SO
+/SO
+/SO
+rSO
a/SO
+150
+1-50
♦ISO
+/SO
s
32
+/SO
+/SO
+ISO
+/SO
+/SO
+/-W
.
+/SO
+/SO
+/SO
w
34
+/SO
+/So
NS0
NSO
+/SO
+/S0
+/SO
+/SO
38
+ISO
+ISO
+/SO
+/SO
+ISO
+1-SO
+ISO
+/SO
h
38
+/SO
./S0
+/-50
+/SO
+/So
+/SO
+/SO
40
+/SO
+/-0O
+/Sp
+/Sg
+ISO
+ISO
MWLO.CSPAONGIFANOIGAING
THROUGHTHEFMlVEPERSHIM3a4
fM%.O.CSPAONGIFANOIORING
tM0.0LRiHTNF INTEGRAL FlN PEfl SHEEF4
42
+/Sp
+/SO
+/{NI
+/-50
+/SO
+ISO
+f.E0
+/SO
APPIlE5 TO0. &CORD ANCHORS
ISFE iABlE21
APPLIES TO FOR FANCHO0.R
(SEf TA61E 3)
m
+/.fig
+F
+/SD
48
+/S0
+/SO
15-
<•
51.05
+/SO
Window Design Pnessum, (+1- psf)
W NY bCY
fn,W
g
1/6" T Cap - Airspace - 5/16" A/A with PVB
Tm'
Window
Lap Side gn)
Olmemlone
60.828
Bd
Be
66
70
74
T
80
88
87
82
97
N
32
+/SO
+/S0
+ISO
+ISO
+/SD
+/-SO
+ISO
+/-w
+/50
H-w
+/SO
+ISO
+ISO
34
+150
+ISO
+/SO
a1-50
+ISO
+/-w
+/SO
+ISO
a/SO
+ISO
.ISO
+1473
+118.7
3B
+ISO
+/SO
+/SO
+/-50
./SO
+/SO
+/SO
+/SO
+/50
./-50
+/17.5
+/-45.4
+/14.6
38
./S0
./SO
+/SO
+/-50
./SO
+/SO
+/SO
+/SO
a1-50
.1-4.1
+/1S.1
+/41.9
40
+/S0
+ISO
+/SO
+I.w
.ISO
NSD
+ISO
+ISO
♦1S0
H18.2
+115.1
4?
+ISO
«ISO
+/SO
«/SO
+/SO
+/S0
./So
RJ-5O
+119.8
+117.4
.4
44
+/So
+/-gO
«/SO
./S0
+/SO
+/S0
+ISO
+ISO
+148.9
ur
48
0.50
+ISO
+/40
+ISO
+ISO
+/50
+/-50
./1 S
48
+/S0
+/SO
+ISO
+lSo
+150
+/SO
+/SO
h
`A
.ISO
/SO
+/S0
+/S0
./SO
MAK. o.csrACING IFANOWMNG
MROWNTXFFRAME PFASHEET33 i4
M1IL o.G SPAaNGIF ANCHORING
i2NOWMIHEINTEGRAt FlN Pe15NF£T4
52
+/SO
+/SO
+/.5p
.ISO
.IdO
gq
+/SO
+/So
./SO
+/SO
APPUESTOAB,CORDANOpRS
(SISTA61E2)
OPLIESTOEWFANCHDRS
(SEETA"U")
58
+/SO
+150
.N50
58
+ISO
+ISO
15'
35"FOREANCHORS, 4"WRFPNCHORS
S0.92B
+/.50
f� LONG SIDE
SHORT
SIDE
L
F� LOW SUE —+{
SHORT
SIDE
L
SIDE
SIDE
�1
SHORT
suN
LONG
SIDE
1
SHORT
610E
NOTES;
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN. ROUND UP TO THE
NEKT AVAILABLE SHORT OR LONG DRENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2).
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHRECTURAL
WHOM WILL COMPLETELY FIT WITHIN.
C) NO CHANGES THIS SHEET.
AK-OSHS20
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* No. 58705
13
Q� ST TE F [(/
tABLG a:
Window Design Pressure, (+l- psf)
la. m` mu.
3/16"ACe -Airs ce-5/16"A/A with PVB
9&10
3/18"TC -Ai De-5/18"A/AWith PVB
Tyw:
wlndoW
Long Side (in)
Dimerelons
60.929
64
SB
8s
70
74
77
80
84
87
92
97
W
32
+/SO
+1-80
+/5D
+ISO
+/SO
+)50
+/.50
+lSO
+/50
+/50
.150
+/50
+/5O
34
+/SO
+/SO
+/SD
+/Bp
+/50
+/.60
+150
.ISO
+)-so
+/-60
+/-50
+/50
+/SD
36
+I50
+/-50
+/50
+150
+/50
+/SO
+150
-1-50
+150
+ISO
+150
+150
+/50
38
+/50
+/50
+/SD
+150
+150
+150
+150
+150
+150
+ISO
+ISD
+I.50
40
+/5D
+150
.1S0
+ISO
+ISO
+ISO
+/-50
+)-50
+/-50
+/50
.1-5D
42
+/50
+ISO
+/SO
+150
+/513
+/50
+/50
+/50
+150
+ISO
44
./-50
NSO
+/-50
+/SO
050
+ISO
+/SD
+ISO
+/50
46
+/-50
+/-50
+ISD
+/50
+/50
+150
+ISO
+I-50
48
+150
+I50
+ISD
./50
./SO
+1-50
+ISO
m
50
+/50
+ISO
+/50
+/SO
.150
./50
52
+/50
+/50
+/50
.)SO
+/SO
54
+/50
+/SO
+ISO
+/$0
50
+I-50
+150
+ISO
58
+/50
+ISO
SOM
+I -SD
MAIL O.G SPAONG IFANCHOPoNB
M4X D.0 SPAONG IF AN0100.1NG
THRDU(91THEFMMEPERSMEE153S4
TNRWGIITXf INT[GRAIiIN PER SHEFi4
APPU6TO A, B,COR DANCflORS
APPUESMEORFANOKI0.5
IBEE TABLf 2)
(SEETASLE 3)
u�
asioREANaans, <°FDRFAxcxORs
TABLE 7:
Window Design Pressure, (+/-Psf)
ur.w mem
ae
1/8" T Cap - Alrepace - 7/18" A/A M114h PVB
Gw.
ryP.:
N
Wlndnw
Lang Slee On)
Dlmeruione
e0.92e
S4
Se
SS
M
74
77
SO
84
S7
02
97
99
S2
+1-70
+1-70
+1-70
+1-70
+/-70
+/-70
+1-70
+1-ro
+1-70
+/-70
+/-70
«/-70
+I-7O
34
+1J0
+1-70
+1-70
/-70
+/-70
+/-70
+1-70
+/-70
+1-70
+1-ro
+/-70
+Lro
+470
3e
+1-70
+1-70
+l-VD
+1-70
+1-70
+1-70
+l-M
+o-70
+1-70
+/-70
./-70
.1-ro
.1-70
30
+L70
+1-70
+lao
+1-70
+1-70
+/-M
+/-M
+1-M
+/-M
+FM
./-70
+1-ro
40
+1-70
+1-M
+1-70
+/ M
+/20
+/-70
+/-70
+/-70
+/-70
+/-70
+/-70
42
+00
+I-ro
+1-70
+/-M
.,-TO
+/-70
+/-70
.L70
./-ro
+/-M
�
4a
./ao
.1-ro
+1-70
+/-ro
./-ro
./-M
+/-M
+/-70
+/ao
m
48
.1-70
W-70
+1-70
.1-70
.1•70
.I-M
.1ao
+/-70
49
+/-70
.L70
+/-90
.1-70
.1-70
+l-M
+Fro
°F
so
+/-70
+/-70
+1-M
+1-70
.1-70
+/-M
52
+l-TO
+l-ro
+1-70
+/-70
+/-70
54
SO
+1-70
+1-M
.1-70
58
+1-10
H-M
some
.1-M
MA%.0.G SPAOXGIF ANCHOPoNG
M4X.O.0 SPAONGRPNOfORING
TNROWNTHEFMME PERSHEET53S4
TXADUGHTHE INTEGRALRN PFAEHEFr4
APPolF5 TO 8,<OR DANDIORS
APPUESM FANLH016
(SEE TANF 2)
(SEETASlE3)
li0"
A
TABLE DIMENSIONS MAY SE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
BIDE
LONG SIDE
r 1 SHORT
SIDE
SHORT
SIDE
C) NO CHANGES THIS SHEET.
AK-03118/20
(� LONG SIDE —�
SHORT LONG
E
SIDE S10E
Y U
❑ m y o
UU
(7 4nN •I=o O H
SHORT
SIDE O -1 52 ' d
NOTES.
pNY LYlVV,, ,, .,
.F Y?"
1) BUCK DIMENSIONS SHOWN.
:`\`.,-
t� P'
2) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAIIABLE SHORT OR LONG DIMENSION.
�.: No. 58705 '
3) FOR ARCHITECTUML WINDOWS(SEE SHE",
FIND THE SMALLEST SQUARE WINDOW SIZE IN
11 '.
;O�'. SA
aLQ :'
OF �C
THETASLE(S}ASOVEWHICH THEARLHITECTUILLL
' �`;RORIOP.+'\�:
WINDOWWILLCOMPLETELYFITWITHIN.SS/
....-•i+`��
%.,, ONA� E��.`
11 nn 1 nU
A LYNN MILLER, P.E
RE,lisa S
Will
3/16" A
Dimensions
_69.ao
71 1
73
32
+1-70
+1-70
+1-70
34
+1-70
+1-70
+1-70
w
+tJO
+1-70
+1-70
3S
+/.70
+/-70
+1-70
40
+/-ro
+1-70
+1.70
42
+/-70
+/-70
+/-70
44
+/-70
+/-70
+/-70
48
+/.70
+A70
+1.70
4B
./-70
+/-To
•/-70
Eo
+1-70
+1-70
+1-70
N 52
./-70
./-70
.1-m
54
+1-70
+1-70
r140
w
+1.70
+/-70
+/-70
57
+I-70
+1-70
+/-70
W
+/-70
+/-ro
+/-70
62
+/40
+/-70
./-89.9
64
+/-70
+1-ro
+/-09.3
BE
+i4S.4
+/.67.4
88.849
+1-07.1
ISSUn3, I-
7/16" A/A
.1-70
.I-ro
+l-ro
+/-70
+/.70
+/-70
+1-70
+1-70
+1-ro
+1-70
+1-70
+1.70
+/.70
+1J0
+1-70
+I-70
+1-70
♦1-70
+/-70
+/-70
H-ro
+1-70
+1-70
H-70
+1-70
+/-09.6
./-08A
12
PFc:
MOIL O.0 SP-NGIF ANCNONNG
AM%. O.0 SPAONG IF ANC NG
THROWH C-Sp E1. SHEE 4
TXROUl91 THE INTEGRALFI. PER SHEET.
APPLIESTOB.CORDANCHORS
APPLIP9TOFANCHOFS
(SEE TAM 2)
ISEETABLE 31
I.S.S.
I4•
TABLE 9:
VYlntlow Design PFsssun, (+l-pef)
ift.ft'hN
fte .
13
3/18" T Cap -Airspace -7/16" A/A with PVB
wmn
LA SMB OD)
DlnxmSionS
69.849
71
73
75
78
BE
85
BE
89
92
eB
32
+1.70
+1-70
+/-70
+/-ro
+1-70
+l-ro
+/-70
+/-70
+1JO
+/.70
I-70
34
+/-70
+1-70
+/.70
+/-70
+1-70
+l-ro
+1-70
+/-70
+/.70
+1.70
-70
36
+1-70
+1-70
.1-70
.1-70
+1-70
+1-70
+1-70
0-70
+140
+1-70
1-70
38
+1-70
+/-ro
+/-70
+/-70
+/-70
.1-70
+/-TO
+1-70
+1-ro
+1-70
.I.70+140
+140
+1-70
.1-70
+/-70
+1-ro
+1-70
+1-70
+1.70
1.7042
f77
-140
+/-70
+/.70
+1-70
+l-TO
+1-70
+l-7D
./-70
+/-70
+1-70
+1-70+1-70
+1-70
+/.70
+/-70
+/-ro
N-7o
+/-70
+P70
+a70
+F70
+/-7048
+/-70
+/-70
+/-70
+/-ro
+/-70
+/-ro
+/-70
+1-70
+1-70
+/.TO
l-0B.B48
+r40
+1-70
+/-70
+/-ro
+/-70
+/-70
+/-70
+/40
+/-70
+/-70
/-BB.3
W
+1-70
+1-70
+1.70
+1-70
+1-70
+/-70
r/.ro
H40
m
E2
+1.70
+/-70
+/-70
+/.70
+l-ro
+1-70
+1-70
.1-70
+1-70
.1418.5
N
54
+1-70
+/-70
+1.70
+1170
+/-70
+140
+/-70
+/-70
+/-0B,5
58
+1-70
+/-70
+/-70
+/.70
+/-70
+/40
+/40
+1-70
57
+1.70
+1-70
+/40
.1-70
+l-ro
.1-70
0-70
W
+/-70
+/-70
+/40
+1-70
./-70
./-70
62
+1-70
+1-70
+140
+1-70
+1-70
84
+1-70
+/-70
+/-ro
+/40
w
+1-70
./-ro
+/-70
GB
+/-70
al-ro
Bs B40
+/-70
NM%.O.GSPAONG IFANCHORING
MAX.O.C. SPAtlXGIFANGgRING
TNROtIGNTHf INiEGMLFIN pER5MEE74
TIaOIK#ITiEFMME PER SNEEi53 B_4
APPUFS TO B,COR DANCXOM
($FETABIE I)
APPLIES TO FANCHORS
ISEFTABlF31
1Ar
39•
TAOLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHG AfN.
LONG
SIDE
�- LONG SIDE
� 1 SHORT
SIDE
L ,� SHOD
)� LONG SIDESHOR-.-�
Sim LONG
SIDE SIDE
ONG
1
SHOR7 _
SIDE
NOTES:
1) SUCK DIMENSIONS SHOWM.
2) FOR SIZES NOT SHOWN. ROUND UP TO THE
NEXT AVAILASLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE MNDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITEMRAL
WINDOW WILL COMPLETELY FTT WRHIN.
PRODUCT REVISED
empyyingg with Nu Florida
BuiMln9 Co4a
NOA-No. 20-0407.18
Dste• 0/2025
W
C) NO CHANGES THIS SHEET.
AK-oa11er2o IN
III v
Y
U
o:
w
U
O
m
O
ZJ
LL
Y
�
r Z �
PN6
'JB°INO
Z
Ol
LL
O
3
r
m
S
Q
WZ
I.+rruS
Z
�
N
rn
Z
o
Pwc
a
ILL
Z
o
�
�
>
D
rv!'1
'�FPo
F+MF
V LYN f "'I,,..
CENg
"�....��`
i
I�NAI •`•
A LYNN MILER, PE
E to:
ndow Design Pressure, (+/- psf) D••B*'^•
Capm•• 14
- Ai(space - 7/16" A/A with SG
DlmenBl9na1
69.640
71
73
75
78
80
85
ee
89
92
80
I W
32
+Bw-110
+Bw-110
+W.110
+Bw-110
+801-110
+W-110
+Bw-110
+8w-110
+80-110
+Sw-110
aW.110
+60-110
34
+Bw-110
+80-110
+80-110
+8w-110
+W.110
+W.110
+Bw-110
+W-110
aOW-110
+Bw-109.4
+50-108.3
+60-/07.8
W
+8w-110
+Bw-110
+ew-110
+Bw-110
+Bw-109.5
+SWAG8.6
+Bw-106.8
+EWAW.5
+8w-105.5
+Bw-1047
+50-103.6
+W402.9
38
+8w-109.7
+Bw-lWS
+80/407.8
+9w-1D8.8
+Bw-405.5
+80-INS
+Bw-102.7
+90/-1WA
+eat-101.4
+8G/-100.5
+80419.4
+Bw-Ba7
40
+801-105.3
+Sw-105.5
+Bw-104.4
+80-lW3
+50-101.9
+801.101
+80/A8.1
+W-98.7
+BDI.97.7
a80408.8
+W-E)S7
+Bw45
42
+8w-103.3
+Ew-102.5
+801401.3
+W7-1W.2
W-WA
-W-87.B
+801-95.8
+BOIA55
+Bw44.5
+80-83.5
+80�A
+Bw-80.7
44
+8w-100.7
+-W49.8
+8w48.8
+M-97.5
+BW48
+Bw45
+BO/42.9
+8w-92.6
+M41.5
+8WA0.4
+W-87.1
+e0A84.7
4$
+W48.4
+91f4II75
+8w-96.2
'W-25
+8010 4
+B 405
+m4ID 3
+BO/49.9
+m-PA 1
+m,is 5
+SNAA 1
+RDIA1 B
W
+801-94S
+801-93.9
52
+80/-93
+ew42
58
+13w-90.5
+80% A
57
+80/AO
+Bw-08.8
BO
+ew-0].2
+M
(
+8W-82A
1 +8w-02
55
I +80/-01.1
I +Bw-80.1
ILe 11:
+W4)0.9
a<uer4laQane:,16
AWX.O.0 SPAgNG IRANCHONNG
MA%.O.0 SPAtlXGIF ANCHOgiNG
iNROIIGNTNEfMME PERSHEET5364
n1ftOUGH 111E INiEGRgLFiN PFA SHEFT4
AP PLIES TD 8, C OR O ANCHORS
(SEE TABLE 2)
NOTAPPU(ABLE
]3.Y
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOPM.
LONG
SIDE
LONG SIDE
SHORT
SIDE
L SHORT
SIDE
�- LONGSIDE �{
SHORT LONG
SIDE SIDE
I- E 1
'GLASS TYPES 14 THROUGH SHORT
17 MAY NOT SE USED WRH SIDE
J -.EL OR INTEORAI
• FIN FRM1E5.
V9lndow Design Pressure, (+I. psf)
°5e'^'°'•"'
3116" T Cap - Airspace - 7/16" A/A with SG
owx
Type:
15
win89w
LOr'9 SN9 on)
Dbnenaims
77.76
1 79
1 M
03
86
87
91
%
96
99
IN
107
ill
36
+801-110
+Bw-110
+W-110
+8w-110
+Bw-llo
+W1-110
+Bw-110
+80(Alo
+80/-110
+W/-lio
+80/-110
+aW.Ilo
+ew-1,10
40
+801-110
+Bw-/10
+ew-110
+801-110
+801-110
+80/-109.9
+80/-1085
+801-107.5
+Bw-106.9
+8W.lN.1
+801-104.8
+001-104.1
+Bw-103.3
42
+801-140
+801-109.8
+801-108.8
+Bw-107.9
+801-106.7
+80/-106.3
+80%104.8
+801-103.8
+Bw-103.2
+Bw-100.8
+80/A7.7
+801-96.4
+801-94.8
44
+80-107.3
+801-1M..7
+Bw-105.7
+BO/-104.7
+Bw-103.4
+801-103
+801.101.4
+Bw-98.6
+8w-96.7
+8w44A
+W-Sl.4
+ W410.3
+Bw49.2
48
+Bw-102
+80/-101.3
+ew-100.3
+801-992
+80/47.3
+801-96.3
+60-92.5
+80/404
+ew-89.2
+e00-07,3
+ED144.4
+IKI 21
+6w460.5
B0
+00149.8
+301-99.1
+80'46
+801-96.9
+6w43.9
+60143.1
+8049.9
+Bw47.7
+SW461
+SW44.3
+W/41.1
+1-79.3
N-T/
51
+Bw416.E
+WI-98
+80-969
+SO/-95.8
+Bw-02.B
+W-SQ
+W-80.7
+ew-86.4
+SW46
+Bw42.8
+1.79.6
+1-77.7
+1-75.3
54
+80/48.1
+W-95.3
+Bw44
+Bw-92.1
+Bw49A
+=48.5
+80-86.1
+8w-827
+80141.1
+IJ8.9
+1-75.3
+1.73.2
+1-70A
E6
+Ww
+80143.2
+80-91.6
+BGI-9GA
+Ww 72
+8w436.3
+80-82.8
+80(40.2
+1-78.6
+1-76.3
+1-72.5
+/-70.5
58
+8w41.4
+Sw40.6
+Bw-09
+80/47.5
+W415.1
+801-04.2
+Bw-80.6
+/-78
+/-76.3
+143.8
+/-70.2
�N¢
61
+Bw47.8
+120/47
+80-063
+Sw-83.6
+W4H.2
+811430.5
+1.77.3
+1446
+1-72.8
+1-70.4
y
63
+6w-06.5
+Ww A
+80-828
+Sw41.1
+/q8.8
+/-78
+1-74.8
+1422
+/-70.6
64
+Bw44.4
+6]/-03.5
+80-81.7
-1-W
+/-77.8
+/-76.6
+1-73.6
+1-71.2
66
+BO/-022
+Bw41.2
+/-79.4
+I-77.6
+1-75
+/-742
+/-71
85
+1 ell
+/-79.1
+1.77.2
+F75.4
+/-72.7
+/-71.9
70
N-76
+1-77.1
+1-75
+/-03.2
+/-70.6
MA%.O.C. SPACINGIf ANCNONNG
1Ml0DQI THE FBAMff PEBSH 71G.t
ANX.O.C. SPAtlNG Ii AXCNORING
TIMDUli1 1EINTEGULFINPERSNEEF4
72
+/-76
+1-75
+1-73
+/-71.1
74
+/-74.1
44-M
+A71
APMEST00, CORDANOIORS
(SEE TAWS 21
NOTAPPUGBLE
76
+/42.2
+1-71.1
L32'
77.76
+7.70.5
NOTES:
11 BACK DIMENSIONS SHOWN,
2) FOR SIZES NOT SHOWN, ROUND ILP TO THE
NEXT AVNLABLE SHORT OR LONG DIMENSION
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLES) ABOVE MICH THE ARCHRECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
C) NO CHANGES THIS SHEET.
AK-03I16(20
Y
U
o
m
O
7' Vn
AVV41
elPO
'
J P2
J
d
ZLL
9Ac
Z
W
b
�>a
❑
�z�
Q
F
Z
W
W
m
LL
O
3
m
®
8
W
W
1xV5
g
zIMF
y
LL
LL
Z
o
�
j
❑
a
%!1
'xa0
xw
11,n iLYNIv
,i„IIIIII
*[i No. 58705 s
O
11, ONAL tE,1�
A LYNN MILLER, P.E
Reom 0S
E 12:
Window Design Pressure, (+l-pef)
I+'WX
«d .. ..
ryw:
16
118" T Cep -Airspace - 7/16" WH with SG
Wlnd.
L., Side ()
Dlmensima
e .
84
w
w
70
74
77
80
I 84
87
1 92
1 97
89
32
-110
+=-no
+501.110
+WAI0
+8M-ll0
+BM-110
+01)1-11a
+eM-no
+801-110
+80/-no
+eM-110
+001AID
+wAlo
30
.ea-10
+ea -no
+e0/Aio
+801-110
+e01-110
+801.110
+e01.110
+wAlo
+e01-110
+801-110
+=a Ilo
+Bo/ -no
+ew-110
s5a- 1
+BM-110
+BM-110
.8M-110
+6M-110
+Sa-110
+8M-110
-=-Ila
.80/-110
+8a-110
+8a-11a
+BM-110
+8M-110
38
+MY-110
+801-110
+80/-110
+eor-110
+ea -no
+ea-110
+eo/-110
+ea-110
+ea.11a
+ea-110
+ea-110
+e01-110
40
+Banta
+ea-Ila
+a Ilo
+801-110
+ea-na
+801-110
.81-110
+6a-110
+M-110
+W.Ilo
+801-110
42
+901-110
+Wa llo
+=.Ilo
+8a-ito
+8a-no
+8a-110
+8a-110
+8a-1m
+8a-110
+w-Ilo
qA
+e01-110
+50/-110
+wAlo
+801-110
+801-110
+801-110
+1101-110
+801-110
+Ba-tt0
31
0
48
•e01-110
+Ba-Ha
.w-Ilo
+e01-110
.801-110
+801-110
.901-110
.ea-110
68
+1101-110
+801.110
+801-110
+90/-110
+801-110
+U-110
.01-110
m
50
+ea-ito
+80/-110
+801-110
+W1.110
+BM-110
+aa-110
52
+9M-110
+801-110
+80/-110
+6a-110
+aa-110
56
+901-110
+BM-110
+Ba-ito
+ea-110
58
+wAlo
+BM-110
.50/-110
58
+BM-lto
+801-110
so.9z5
+ea-110
NNX.O.<. SPAGNGRArvCHORING
MAX O.G SPACING IF ANCHORING
TXROWNTNE FPAMEPER SNEER3B<
MRGUGMTHEINTEGPAL FIN PERSHEETL
APDIlE5 T00, COP OANOIORS
(SEE TABLE 3)
NOi APPPGBLE
1ve•
TABLE I3:
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
)� LONG SM 1
SHORT
SIDE
L f �TTT
+-- LONG SIDE —� { }
SHORTI— _ / LONG
BIDE SIDE
'GLASSTYPES UTHR000H
17 MAY NOT gE USED iNUH SHORT
.FCHANNELORINTEGRAL
• FIN FRAMES
Window Design Pleasure, (+I- pafl
"• w° NN.
ab.
3116" T Cap -Airspace - 7M6" HIH with SG
w
Ty":
17
wnd.
Lap Skis ON
Olmenaions
77,79
79
a1
B4
66
07
U
go
W
IN
107
ill
lie
1"
125
136
14a
w
+Ba-110
+8a-110
.Ba-110
+8a-110
+8a-110
+8a-11a
+8a-iw
+80/410
+804110
+8aam
+8a-110
+W410
+"-il0
+W-110
+801-110
+001-110
+80/-110
Q
+Ba-110
+ea-llo
+50/410
+ -llo
+W-110
+801-110
+801-110
+8a-110
.e0'-110
+8a-110
+8a-110
+W-110
+BO1-110
.6M-110
+wmlo
+eat-110
+BM-110
Q
+W-110
+W-110
+wAlo
+Ba-110
.8a-110
+W.lio
+W-110
+801-110
+Ba-1lo
+ -Ilo
+Ba-lto
+ .11o
+801-no
+w.no
+W/-110
+801-110
+ea-llo
yp
+8a-1 Io
+sa-110
+aa4ip
+aM-110
+Wa llo
+W-110
+8a-110
+8W.110
+801
+ea-11a
»M.110
+8a-110
+8a1-na
+Sa-110
+801-110
+8N-110
48
+BM-110
+Ba-110
+Bomb
+w-Ilo
+801-/10
+ea-110
H+=410
+BM-110
+aa-110
+aa-110
+ea-110
.801-110
+wAlo
+BM-110
+80/-110
+BM-110
m
+W-110
+BM-110
+MY-i10
+aM-110
+BM-110
+ea-110
+8a-110
M .110
+ea-110
+aa-/10
+BM-110
+8a-110
+8a-110
+801.110
51
+W-110
am.110
+8a-11a
+BM-110
+8M-i10
+80'-110
+8a-ito
+BM-110
+W.110
+ea-110
+801-110
+BM-110
+aa-iio
54
+W.110
+aM-110
+aa-11a
+801.110
.BM-110
+BM-110
+aM-110
+8M-110
+Ba-110
+W.110
+801-110
+BM-110
59
+Ba-110
+8M-110
+9a-110
+BM.110
.8Mn10
+80M410
+8M-110
+8M-110
+5M-110
+Ba-1/0
+8M-110
y
w
+aM-110
+8a-110
+=.11o
+Ba-11a
+SO1-110
+eM-ilo
.80/410
+ea-110
+8a-110
+SM-110
+Ba-/lo
m
61
+80'-110
+W.Ilo
+aa-il0
+8M-llo
+8a-ilo
+5M-110
+ea-110
+801-110
+8a-110
+ea-110
83
+W-110
+8a-110
+8a-no
+8a-ila
+8a-11a
.Ba-llo
+aM-no
+Ba-no
+BM-110
N
+8a-110
+8M-lla
+8M-110
.801-110
+W-lio
.801410
+BM.tlo
+W110
w
+801-110
+W-110
+Sa-110
+BM-110
+8a-11a
+aM-110
.8M-110
89
+wAlo
+BM-110
+BM.110
+801-110
+8a-110
+W.Ilo
70
rW.110
+aomio
+801A10
+W-110
+8a-1 Io
72
+8a-110
+80'-ll0
+8a-110
+W-110
74
+8a-110
+BM-1/0
+80'-110
78
.Ba-110
+Ba410
n.78
+ea -no
NRX.O.G SPAGNGIF ANGideNG
MAX O.G SPAtlNGif ANd10RING
TMROUGNTNEFMA[DER SHEEf53®.
THROUGH THE INiEGRALFiN PER SNEET6
APPUEsro e, c oR 0AnaloRs
(6EETABLE 31
NOTAPPUGBLF
T
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SOVARE WINDOW SGE IN THE TABLES) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN.
Cj REVISED B3"LONG SIDE
DIM TOW IN TABLE 13.
,� AK-03118I20
1
LYNN
.k f/ N0. 58705
-
ATE F� .;�W�;
C� ''•�ORIDa. ' ���
i'ONAL E�G
A LYNN MUIR P.E
P.E MI'm
FRAME
ASSEMBLY DEL .._,.
I 1.97T r1
�
OANCHOR
O7I8' aEAO
.884" .175"
01�
MITERED
CORNERS
INTERIOR,
EXTERIOR
WELDS
EXTERIOR
f?
WITH DESICCANT
ExT.GLASS�
Pond
Description
Material
80
Kommening 4SG TPS Spacer System
81
Quanex Super Spacer nXi with Hot Melt Butyl
See this
Sheet for
82
Quanex Dumseal Spacer
Materials
83
Cardinal )L Edge Spacer
FEET WORTS SFTL-871 , 6968 & 8970
OJ-CHANNEL FRAME
SILICONE
STRUCTURAL
SILICONE
1/4' NOW FOAM
WR
1,NT.
DESICCANTTE%T. GLA
6SGLASS
is KODISPACE
4SG TPS
LLil
r FLANGE FRAME
is SUPER
SPACER® NXT-
TABLE 14'
O3 INTEGRAL FIN FRAME
9.eW
Diaz
OEQUAL LEGBOx FRAME
BUTYL&R,ElMENT POLYls DE6ICCANT FILL AREA
BUTYLENE gryg^NOM.
.NOM SEALBUTSILICONE SEAL
oESIMROLL-FORMEDFSTAINLESS STEELEXT. GLA5INT. GLASS
EXT. GLASS
iS563
DURASEAL@ XL EDGE'"
SPACER SPACER
N
Part Al
Description
Material
1
620117
Jchannel Frame
PVC
2
620118
Flange Frame
PVC
3
620119
Integral Fin Fronts
PVC
4
620120
Equal Leg/Box Flame
PVC
5
620133
Anchor Corer
PVC
6
720136
7/8' Gluing Bud
PVC
7
720135
1' Glazing Bead
PVC
74
Backbsdding, GE 770D m Dow 791 or Dow 983
Silicone
78
71646N
Setting Black (7/8' x V x 1/8'), 85+1- 5 dum.
EPOM
NOTES;
1) SOME PARTS NOT SHOWN FOR CLARITY.
2) J-CHANNEL FRAME SHOWN. PART at. OTHER
FRAME TYPES APPLY.
3) ITEMS a 8.73, M77 & 79 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL,
4) ENERGI PVC TO BE LABELED FOR AAMA
EXTRUDER CODE.
TECHNOLOGY DRIVEN. VENICE, FL34275 yff. (941)480.1800
REmBTRATON a29]98
VINYL FIXED WINDOW NOA (LM&SM) 9/8/14
BOM &ASSEMBLY e J ROSOWSI
PW-6520 i NITS it OF 11 19 MD-5520.0 �j
No, 58705 9
a .*
A 3� o
SATE T .
NAI E�G\"1 110
A LYNN Ml1ER P.E
P.E958'/OS