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I -,
MIAMI•DADE MiAMI-DADE COUNTY, FLORIDA
® PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26" Street, Room 2.08
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE(NOA) www miamidade aovibulldinet
PGT Industries ___-W
FILE C
PG Technology Drive
Nokomis, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC-
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. BNC
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 "SH-700" Aluminum Single Hung Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets
1 through 11 of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, prepared by manufacturer,
signed and sealed by Robert L. Clark, P. E., bearing die 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: Large and Small Missile Impact Resistant.
LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be
required for Glass Type "M" at installations above 30 Ft. above ground.
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. Fai lure
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. 11-0128.03 and consists of this page 1, evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above,
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MIA tl•DA®LINTY (,S Cav-%
' 14 lb \\
NOA No. 11-0405.10
Expiration Date: March 26, 2016
Approval Date: April21,2011
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets I through 11
of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, prepared by manufacturer,
signed and sealed by Robert L. Clark, 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 Ent1y Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under previous NOA No.07-0322.06)
2. 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by
Edmundo Largaespada, P. E.
(Submitted under previous NOA No.07-0322.06)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-4645, dated 08/11105, signed and sealed by Edmundo Largaespada, P. E.
(Submitted underprevious NOA No. 0 7-032Z 06)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc„ Test Reports
No.'s FTL-4649 and FTL-4723, dated 10105 and 08/11/05, both signed and sealed by
Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 05-1018.01)
Jaime D. Gascoo, P�E.
Product Control Section Supervisor
NOA No. 11-0405.10
Expiration Date: March 26, 2016
Approval Date: April 2l, 2011
E—t
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
3) 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 marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo
Largacspada, P. E.
(Submitted under previous NOA No.05-1018.01)
4) 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edrnundo
Largaespada, P. E.
(Submitted under previous NOA No.05-1018.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
dated 12/18/2006, prepared, signed, sealed and dated 01/11/2011 by Robert L. Clark, P.
E.
Complies with ASTM E1300-04
(Submitted under previous NOA Noll-0128.03)
D. QUALITY ASSURANCE
1. Miami -Dade Building and Neighborhood Compliance Department (BNC).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemotrrs & Co., Inc. for
their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11.
2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG
Clear or colored interlayer" dated 05/04/06, expiring on 05/21 /11.
Jaime D. Gascorr .- .
Product Control Section Supervisor
NOA No. 11-0405.10
Expiration Date: March 26, 2016
Approval Date: April 21, 2011
E-2
® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A 5116" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
B. fi/16" LAMI CONSISTING OF (1) LITE OF 10 ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEMEEPSAFE
.MAXIMUM PVB INTERLAYER.
C. S/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
D. 7118' LAMI CONSISTING OF (2) LITES OF 3M6-ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
E. 716° LAMI CONSISTING OF (1) LITE OF 3/16-ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB.
F. 7/16' LAM] CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER.
G. 13H6" LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS. AN AIR SPACE AND SMV LAMI CONSISTING OF (2) LITES OF 11V ANNEALED GLASS WITH A
.09D DUPONT BUTACTE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
NOA DRAWING MAP
H. 13/1W LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 51W LAMI CONSISTING OF (1) LITE OF 10 ANNEALED GLASS AND (1) LITE
0
SHEET
OF 1/8' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACLTE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.GENERAL
NOTES......,,.
I. 13/16" LAMI 10: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND fi/18" LAM) CONSISTING OF (2) LTTES OF 1/8- HEAT STRENGTHENED GLASS
I
WITH AN.090 DUPONT BUTACITE OR LEEEPSAPE MAXIMUM PVB INTERLAYER.
GLAZING DETAILS ...........
DPRESSURES.......2
J. 13H6' LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16' LAM] CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A
DESIGN
.......
.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER.
ELEVATIONS......... 4
K 13/16" LAMI IG: (1) LITE OF 1/8- TEMPERED GLASS, AN AIR SPACE AND 716- LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE
VERT. SECTIONS ............. 5
OF 3116' HEAT STRENGTHENED GLASS WITHAN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB.
HORIZ. SECTIONS .......... _ 5
PARTS LIST..... 6
L 13/16- LAM] IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 711W LAMI CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS
EXTRUSIONS 7
WITH AN.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER.
................
CORNER DETAIL.........._. 7
&M. ISMS' LAM] IS: (1) LITE OF 1/8'ANNEAUED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR
ANCHORAGE 8.11
SAFLDOKEEPSAFE MAXIMUM PVB INTERLAYER
....................
2. CONFIGURATIONS:'OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3)
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02.
4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
A7. REFERENCES: TEST REPORTS FTL-0845, FTL-0646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL4651, FTL-4723, FTL-4957, FTL4958 AND FTL-5063.
ANSI/AFBPA NDS-2001 FOR WOOD CONSTRUCTION
ADM-2000 ALUMINUM DESIGN MANUAL
S. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
RODIKTRIiVi3®
mmplYin6WIM18¢Flmid•
9. THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY
® HURRICANE ZONE (HVHZ}
A�e1rt�Nu T—G405 li
6i@I@6Ta➢ a/
J.R.
04N1/I1
RE
C
CHANGED CAPGTASSTYPETOTEMPEREDFROMM9
�.
GENERAL NOTES
17
ALUM. SINGLE HUNG WINDOW, IMPACT
y'
Ra0e4LC1aM, P.E.
PEWN12
FK
x..•,•
B
c E 9A7. D s
I GUZ/
im4TEDHIwL00YDMlE
QTEClls,rt Mm4
P.a eQX 1110
NONOM19, Ft3194
FK
if14N6
A
ADD F24T13TONOTET.
ry*
m
V4tb$Bercn
°i1°b
FA
9HMS
J.J.
2/23N7
sxroo
N75
1 • 11
4D40-10
C
Swcmel
16.61 or L1:
or
® NOTE:
1 LAMI IS OUTBOARD LITES MAY BE
UPGRADED TO 3/16' WITH NO CHANGE
IN DESIGN PRESSURE.
10 NOM. 1/2' NOM,
GLASS BITE 44 GLASS BITE
EXTERIOR INTERIOR
(ALL SECTIONS)
37
1/B' ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
11W ANNEALED OR HEAT STRENGTHENED GLASS
6M6' NOM.
51 LAMINATED GLASS
V2° NOM.
GLASS BITE
1/8' ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8' ANNEALED OR HEAT STRENGTHENED GLASS
6/16' LAMINATED
AIRSPACE
1 W ANNEALED OR TEMPERED GLASS 0
13/16' NOM.
13/16" LAMI IG GLASS W! 5/16' LAW
mnclPioLOO m
Namws,nsnre
P.O, BQ%1EA
NOIIOMI9, FLS13It
3/16' ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
316' ANNEALED OR HEAT STRENGTHENED GLASS
7116°LAMINATED
7/16" LAMINATED GLASS
11T NOM.
GLASS BITE
11
3116" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
3/16' ANNEALED OR HEAT STRENGTHENED GLASS
7110' LAMINATED
AIRSPACE
1/8' TEMPERED GLASS 8
13/16°NOM.
13l16° LAMI IG GLASS W/ 7/16" LAMI
ILUM. SINGLE HUNG WINDOW, IMPAC
Draw
sum Fun 2 . 11 aDeo-zO
Robert L cla .PE.
PE 09712
59u .I
III FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION &
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 83" 66" 68" 70" 7Y'
74"
TABLE 1.
76"
48"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
1 .80.0
+80.0
.80.0
+80.0
-00.0
+80.0
1 -80.0
+80.0
-80.0
60"
A,B,M
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
+60.0
-10.0
+870
430.0
+79.0
-78.0
62"
A,B,M
+80.0
.80.0
+80.0
.80.0
+80.0
-80.0
+80.0
•80.0
r7B.6
•78.8
+77.3
-77.3
+75.9
-76.9
63118"
A,B,M
+60.0
-80.0
+80.0
-80.0
+79.8
-79.8
+7&2
-78.2
+76.8
-76.9
+75.4
-75.4
1 +74.0
-74.0
UPT0531/8"
C,D,E,F,G,H,I,J,K,L
+80.0
•80.0
+80.0
•80.0
+80.0
-80.0
+80.0
-80.0
+80.0
•80.0
1 +80.0
-80.0 1
+80.0
1 -80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION®
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 383/8" 44" 60618" 1 63" 1 7T' 7d"
TABLE 2.
76"
48"
A,B,M
+80.0
-80.0
+80.0
1 -80.0
*80.0
I -80.0
+80.0
•80.0
I +70.0
I •70.0
I +70.0
1 -70.0
+70.0
-70.0
60.
A,B,M
+80.0
-80.0
♦80.0
-80.0
+80.0
430.0
+79.9
-'.9
+70.0
-70.0
1.0
-70.D
+70.0
-70.0
62'
A,B,M®
+80.0
4f0.0
+80.0
-80.0
+80.0
-80.0
+78.9
-78.9
+70.0
-70.0
+BB.B
4iB.8
+67.8
E7.8
63118"
A,B,M
+80.0
-80.0
+80.0
.60.0
1 +80.0
1-80.0
1 +750
-75.0
1 +68.0
.68.0
1 +66.7
-68.7
1 +05.6
-65.5
UPTO63118'
C,D,E,F,G,H,I,J,K,L
+80.D
-80.0
+80.0
-80.0
I +60.0
I -80.0
I +80.0
I -00.0
1 +70.0
•70.0
1 +70.0
-70.0
1 +70.0
-70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE 3.
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH - 76" FLANGED AND 76" INTEGRAL FIN)
WIDTH I GLASS TYPE 17118" 1 221111V 1. 283116" 1 333IV' 1 396118" 4413/18" 1 50318" 1 6616116"
631/8" 1 E.F. K,L +80.0 .80.0 +80.0 -80.0 +80.0 .80.0 +80.0 •80.0+70.0 -70.0 +70.0 .70.0 +70.0 -70.0 +70.0 -70.0
GLASS TYPES:
TEST REPORTS TABLE 4.
A S/I(r LAM] - (1/8"A,.090,11WA)
FTL4647, 4648, 4723, 4957
B. 5116' LAMI. 1/8"A„00,1/8"HS
FTL4647, 4648
C. 6/19' LAMI- (1/8'HS,.090,1/8'HS)
FTL4847, 4648
D. 7/18" LAMI - (3116"A,.090, 3/18'A)
FTL4B45, 4885
E. 7/19' LAMI. 3/18"A,.090, 3/16'HS
FTL4mS
F. WIG' LAMI - (3116-HS,.090, 3116'HS)
FTL4845
G. 13/18' LAMI IG -1/8' T. AIR SPACE, 5/167 LAMI - (1/8-A,.090.118-A)
FTL4646, 4723
H 1311V LAM] IS -118' T, AIR SPACE, 6/16' LAMI - 1/8"A,.090,1/8"HS)
FTL4646
1. 13118"LAMI IG-IIW T. AIRSPACE, 5H6'LAMI- (1/S'HS,.090.116'HS)
FTL4646
J. 13/16' LAMI IG -11W T, AIRSPACE, 7/16" LAMI - (3/i6"A,.090, 3/16'A)
FTL4649, 4650
K. 13116' LAMI IG -1/8' T. AIR SPACE, 7/1W LAMI. 3116"A,.090, 3116'HS
FTL4649, 4650. 4956
L 13116' LAM] IS - IIW T, AIR SPACE, 7/19' LAMI - (3/16"HS,.090, 3116'HS)
FTL-4649, 4650
M. 13116" LAMI IG-116A. AIR SPACE, 5/16' LAMI - (118'A..080, UrA)A
FTL.5983
'0.
MEETING RAIL
HT.
'X' 7H
H.T. MEETING RAIL
t- x :TH
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 51B' MINIMUM TO 38' MAXIMUM. IL
P.O. BQXI6
..MI&.
s1l7Ba I AITS 1 3 > 11 1 4040-20
A
WET.
MINUS
SASH
HT.
4H
F
SEE DLO
TABLE
L
SEE OLD
TABLE
(M
49 SW MAX. FIXED
DLO (ALL)
O j
X j
52718°MAX. I.F. WIDTH
D-� r
75"
F.
pJ HE HT SEE DI
® T11LL
78° MAX.
FLANGED
38 /16" HEI HT r
MAX. SASH SEE DI
HEI HT TABLI
48114° MAX
VENT DLO (ALL)
DETAIL A
1/1
1 7fi MAX
A I.F.
HEI HT
®76"1
FLANGED
HEI Hi
S
O
DETAIL B
VIEW (STANDARD SASH)
B Eel
TS MAX 176MAX.
I
I I.F.F.
SEE OLD I HEI . HT ® E� HEI
TABLE
SEEDLO Al
O / O LA MTABLE AX /
FLANGED FLANGED
L L HEI HT HEI HT
SEEDLOTABLE X j I HE SHT SEE DLO TABLE X j HSASH EIGHT
B
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS BB C) ARE BASED ON A THREE OVER TWO FORMAT.
P.0,69xi iB
NOIWW%RU 4
SHM
C+I
DETAIL C
VERTICAL DAYLIGHT
OPENING
DETAIL
FIXED LITE
LOW
SILL
HIGH
SILL
A
341/2
34 3116°
B
415l8"
411/4"
C
471/4°
487/8"
D
525/8°
5211/18"
E
521/4°
525I78"
SASH
DETAIL
LOW
SILL
HIGH
SILL
A
341/2"
343/16"
B
277118"
271/8°
C
277/16"
27118°
D
16318"
163/4"
E
183le"
IS qW.
TABLE 5.
4 • 71 I 4040-20
(Robed L Ci.k PE.
PE 09712
S ftw
F
MAX
FIXED
LITE
DAYLIGHT
OPENING
OUTSIDE
VENT
DAYUGHT
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27
OPTIONAL BOTTOM LOCKS. (1) 6° FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED
INSIDE INSIDE LMAXENT DAYLIGHT OPENING— A BASED ON SASH WEIGHT
9,10,11,15.16
31• o °ER ° ,. Oi
I I I OUTSIDE
I.� MAX. FU(ED DAYLIGHT OPEMNG �I
i MAMA X WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONSA INSIDE
Ell 47 T
HIGH I
III L 2.
t L�
1 L
LAIGHSILL LOW SILL HEAD JAMB OUTSIDE
I SEE NOTE ABOVE i
fll � 67 If
ONL3 30 12 UULTTYALIFT 69 ULTRALIFT
SECTION C—C
SECTION B—B RADIUS12 ONLY
ALTERNATE HIGH SILL DETAIL
GE
OP
(LOW SILL SHOWN) (HEAD DETAIL -FLANGED VERSION) lf/'
J.R I 06vol w'c ` NO CNANSES THIS SHEET SECTIONS / (/
,DINE w%FLOT 5
FX. 1f/19,D8 S AOOI.F.SEODONSACONSOLmATESAL COMPoNENTS Haimens,rL�.ns �_ ALUM. SINGLE HUNG WINDOW, IMPACT
FX 1¢bOS A NO CNANGETMS SHEET P.Q 901tten _ _ RoOenL GeR, P.E.
wmey: o.: ,xt NOROML9, FL& 4 lZIbIT Bet¢r wwtu4 — PE OW12
FX A7,V5 J1 22.VOT axloo HBII 5 • 11 404420 C swaurel
ITEM
DWGX
DESCRIPTION
PGfX
1
4002A
FLANGE FRAME HEAD
812225
2
1166
08 X1.DDD QUAD PN. SNS
781POA
3
4003C
FLANGE FRAME SILL (LOW SILL)
872228
5
1828
ADHESNE OPEN CELL FOAM PAD
7PAD1828
8
4004
FLANGE FRAME JAMB
812227
7
4026
'SASH STOP
812244
8
4025
SASH STOP (EGRESS)1.125 LONG
812244
0
4029
SPIRAL BALANCE, 3B',5B", OR 11/18'
10
1080
BALANCE COVER,3B"OR SB°
BBAlClR918
11
XB X.750 PH. PN. SNS
7834M
12
BALANCE BOTTOM BRACKET
7BPLTBKT
13
1086/1088
SASH TOP GUIDE
42604
75
XB Xi PHILLIPS FLATHEAD S. STL
78X1 FPAX
18
1080-1
BALANCE COVER, 17N8°
6BALCVR870
17
4063
SASH STOP COVER
84063
18
402&1
SASH BRACKET
7ULBRKT
79
XB-32X72°LG. PH. FH.TPE FS. STL
7832X12FPFX
21
4054C
FU<ED MEETING RAIL
84054C
23
4008C
SASH TOP RAIL
84008
26
1236
WSTP.,.170 X.270 BACK, FIN SEAL
87518G
28
1086
SWEEP LATCH
71096
27
1018
1B X.826 PH. FL. SMS
7868
28
4007
SASH BOTTOM RAIL (LOW SILL)
672230
90
1228
WSTP., BULB MNYL
BTP249
31
4008
SASH SIDE RAIL
872231
34
1288
SASH FACE GUIDE
42501
36
1822
LAMI SETTING BLOCK 3B2"X25B4°X1°
71822K
38
1062
LAMIIG SETTING BLOCK I'X3/4°XiNB°
77062K
37
1224
VINYL
GLAZ BEAD BULB (THICK)
BTP247WK
38
1226
VINYL
GLAL BEAD BULB (THIN)
6TP248K
41
40398
GLAZING BEAD, 6178 LAM CLASS.
84039B
42
4044B
GLAZING BEAD, 6flBLM0 NPGRILL KIT
894703
44
4222A
GLAZING BEAD. 7N8"LPh9
89222
db
9850
GLAZING BEAD. 7N8"LAM
WXiRILL KIT
8985
48
4087
GLAZING BEAD. 13/18'LPMII.G.
84087
47
4071A
FRAME , IF. HEAD
84077
48
4072A
FRAME, I.F. LOW SILL
64072
'49
4073A
FRAME, I.F. HIGH SILL
84073
60
4079B
FRAME. I.F. JAMB
84074
62
4008
SILL LATCH (EGRESS) (LOW SILL)
764008
53
1088
SPRING, SILL LATCH (EGRESS)
7SPRNG
64
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
66
1014
SCREEN FRAME (HOR.BVER.)
81014
68
1830
SCREEN CORNER KEY WIRINGS
71830
57
1831
SCREEN CORNER KEYWlOUT RINGS
71831
58
1073
SCREEN SPRING
7CASP
6B
1624
SCREEN SPLINE CIA, FOAM
81824K
ITEM
OWGX
DESCRIPTION
PGTX
80
1835
SCREEN SPLINE-.135 CIA HARD
81836K
81
SCREEN CLOTH
B7B78
89
506
GLAZING CHANNEL (.888 X.600)
8533402
89
1te1
XB %1.00DPH. BUGLE TEK
708X1
87
GLAZINGTPPE, i/i8X12-7/18 LAMI
83BV1570
BB
4051A
SASH BOTTOMRAIL (HIGH SILL)
84051
69
4060A
FLANGE FRAME SILL (HIGH BILL)
84050
70
SILICONE,DOW899,995 0R EOUN.
80
AGLASS, 5/18"LAMI, (7B"q.080 PVB,7B"A)
87
B.OU143, 6HS'LAMI, (7/8•A�DBO PV8,1B'HS)
82
C. GLASS, 6NB'LPMI, 1B'HS,.OBD PVB,IB°HS)
83
D.GLASS,7/18'LAMI,(iB A•090 PVB,1/B°A)
84
E.GLlSS,7/18°LMIJ, (1B'A.OBO PVB,IB'HB)
85
F.GLASS, 7N8"LPMI, (1B"H5,.090 PVB,7B'HS)
88
GGLASS, 13N8"VNB IG;IBR,AIRSPACE, S/1B°LAMI, (iB°q.DBD PVB,IB"
87
H.GLASS,13/78"LA4➢IG;1/BT,NR SPACES/16°LPML (7IB°q.090 PVB,tB'HS)
BB
LGLASS,13/18'LPMIIG;IB"T, AIR SPPCE,6/18'LANO, (118"MS,.090 PVB,1I8W5)
88
J.OLASS, 13/18"LMO IS; 1/8"T,AIRSPACE. 7N8°LAMI, 13H6'A.O80 PVB,3/18°q1
BO
K.GLASS,t3/18'LAMIIG;IBT,AIRSPACE,7/18°LAM,(3/18°q.D9D
PVH,3M6"HS)
91
L. GLA53,13/18'LPNIIG;IB'T, AIR SPACE,7N8°LP89, (3118'HS,.09D
PVB,3M8'HS
92
MGLA3S.13/18"LAhll IG;7/8"gA1RSPADE. 5H8"LMO,
(7B°q.090 PV8,1/8"P)
7
�T
1. D 3. 86
4T FRAME, I.F. HEAD
® X4071A, 8083-T8
® 48 FRAME, I.F. LOW SILL
7M072A, 6063-T8
2J 0
.374� OWCIRBVIS®
aaiXYme+4hih Ro44e
BXI91Aq Ce9c _
062 NOM ta`2 ONy°e �
THICKNESS 4.71
21 7roavaoonw
082 NOM
THICKNESS
50 FRAME, I.F. JAMB
® 49 FRAME, I.F. HIGH SILL ® #4074B, 8063-TO
#4073q 8083-TS (USED AS RADIUS TOP HEAD) L4' �'
J.R awfnf c cwwcEO C.9POIAss717'ErorEMPEJ7EDFR0MRa —rlp TSLIST y /�
1moT¢auJOLo0ro6rve /
FK 11nsm B A0 2 I 81 xq(OM49,RW74
FK 1n417e A NocJIANBEnassHEEr F.a.BOX+me ALUM. SINGLE HUNG WINDOW IMPACT .4LCIa*1 RIL
ut m xOKBNiB,R]e174 VlAMS Brae+ w pweex. PE 9d0712
FK WIM3 " Y13117 s7nw N75 B d 11 4040.20 C sNuu:al
r • '
2.784—+I
0sz 2
O FLANGE FRAME HEAD
#4002A, 6063•T6
I F. FRAME SEALANT ALONG ENTIRE JOINT
i�I.F. FRAME
1 Or 47 2Q
.062 1�I II
2830 2.330
8 Gr 50
�2.784� I
I
O FLANGE FRAME SILL (LO'M I __...._ __ _._..�"SCREW
WELD
#4003C, 6083-T6 6 Of rJ0ALONG
BOSS (2)
2.]70 1 It1.513+-( .738 1 ATHEADANDSILL-- "
p62 490 040 1 V
.0a2
LA II-1.461-{j 11 I VIEW D-D VIEW E-E
} (1/1 & VIEW HEAD S SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
SASH FLANGE FRAME JAMB O #4o25,60630CONSTRUCTION
6 17 SAS#40S5300063-T6VER _ _ FRAME CORNER CO
(USED AS RADIUS TOP HEAD) -+1 7.765
I .67a
,I {{ 2.326 1.06���1—T
1'2 r--za79--I� —y� Ds2 1�309 41 GLAZING BEAD, 5/16"
I#4039B, 8063•TS
�6v-� 1.879
'oaz I-- l�5 � 1.707 .oaz O SASH SIDE RAIL
.052 � 31 04008.6083•TS
21 FIXEDsanA oa3ND RAIL
23 SAS CTOP RAIL L 28 SASH BOTTOM RAIL(LOW)
O #4007, 6063-TS 678,
05� 7,088+—�If
.s]e 42 GLAZING BEAD, 5/16"
#4044B. 6063-TS P ODU"MVISOD
2.328 u9e�ioglcrosafitk Florida
I 1.096 (USED W/GRILL IOT) p
2.946 44 GLAZING BEAD 7/16" Ace I 6�LT O
3.446 j'-2784 .IIIIIWLJ�IIII #4222, 60fi3T5
3B 48 .883050
082 1 1 I1' 1.097
.6GLAZING BEAD, 13/16" IG
1.115-5 -F
B9'wi 1ladva Canv,
o
i14087, 8083T5
89 FLANGE FRAME SILL (HIGH) Bg SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD. 7/16"
#4050A, 6063-T6 #4051A, 6063T6 #986C,DWl RILLYJ /Q� o✓
(USED W/ GRILL KIT) /Nv
J.R. 04N1H1 p Q� NG C/IANGEB IH/S SHEET ''
'UPDATE GO S D +WOTECKNOICDYD6NE� EXTRUSIONS&FRAME CORNER DETAIL L�
Fk lmsae 6 N01m1p'
""T16 �— ALUM. SINGLE HUNG WINDOW, IMPACT /
Fk 1/14DS A NO CHANGETHIS SHEET FA.w ROUe�+ZP.E.
FK SHNS J.J. vJsro] NOKa4w,Ftalzu W"'bb B"� sH]od Hell 7 > 11 404&20 C Swarm
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLES
WINDOW HEIGHT
SUBSTRATE:
28.6D3
34.603
40.603
46.603
52.603
58.603
64.603
76.000
ANCHOR
TYPE:
p
NOaO'OciO�'O�O�fp"IO�OriOp'NO�O
U
U
p
U
O
p
U
O
p
O
O
p
U
�'O`O
U
p
U
U
p
U
NO
U
���OaO'O
p
U
O
WINDOW
GLASS
O
V
U
U
U
U
U
U
NO
V
U
NO'NO�ONO
V
V
U
U
U
U
WIDTH
TYPE
3
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
19.125
H.LJ,K,L
1j2
1!1
1 1
1�2
1 1
1 2
2i2
1 2
2j2
2I2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2'3
2.2
3 3
ABM
1
1
1
1
1
1
7
1
1
1
1
1
1
1
1.
1
1
1
1
1
1
1
1
1
12
1
1I1 1
1i2
i
1 2
22
tI2
2I2
2 2
2 2
2I2
2I2
2 2
2 2
2I2
2 2
2 2
2I2
212
212
2i3
2I2
3 3
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
24.000
H,I,J,K,L
1�2
11
1 2
112
1 2
1 2
2 2
1 2
i12,212
2 2
2 2
2 2
2 2
2 2
2 3
2 2
2 2
2 3
2 2
2 3
3l3
2'2
3 3
111;21212122212222222222222222322222322233i
32233
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
2
1
1
2
1
1
32.000
212212231
222231
2232322232322233322333432333I43344
1C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
_1
1
1
1
1
1 2
2 2
2 3
112
2 2
2312
2 3
2 3
2 2
2 3
2 3
2 2
2 3
3 3
2 2
3 3
3 4
3 2
3 3
314
3 3
4 4
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
12
2
1
2
37.000
1 22223122
3
23
22
2 32
322232
32
323
3 4
2 333
343
334
315
3 344A,B,M
._—._._.__.
1
1
1_
.___.__
1
1
2
_1
1
2 .._...___._._.
1
2
2 ...
1
...__.
2 ...
2
._..._____..___.
1
2
2
1 .._._.
2 ..
2
_._._._...._
1
2
2 2
1 2
2 2
2 3
1I2
2 3
2 3
2 2
213
213
2 2
2 3
2 3
2 3
2 3
3 4
2 3
3 3
3 4
3 3
3 4
315
3 3
4 4
PSF
79
C,D,E,F,G
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
40.000
H,I,J,K,L
2 2
1 2
2 2
23
2223
2 3
222
32
32
32
3242
3
33
34
2 334
3 5
333445
3 344
A,B,M
2
_2
_ 2
2
._ __
2
..._
2
...
2
_ _
2
.. _.
2
_. _.
2
2
_ _,
2
_ _
. 2
2
2 _.._
2
2
2
_ ._
_ 2
2
_. _
. 2
2
_
._ 2
2
2 2
1 2
2 2
2 3
2 2
2 3
2 3
2 2
2 3
2 3
2 3
2 3
2 4
2 3
3 3
3 4
2 3
3 4
3 5
3 3
3 4
4 5
3 3
414
PSF
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
44.000
H,I,J,K,L
2 2
2 2
2 3
2 2
2 3
2 3
2 2
3 3
2 4
2 3
3 3
3 4
213
3 3
34
2 3
3 4
3 5
3 3
3 4
416
3 4
45
2 2
AB,M
2
2
2
2
2
2
_2
2
2
2
2
2
2
2
2
2
_2
2
2
2
2
2
2
2
2 2
2 2
2 2
2 3
2 2
2 3
2 3
2�2
3 3
2 4
2 3
3 3
3 4
2 3
3 3
3 4
2 3
3 4
3 5
3 3
3 4
4 5
3 4
4;5
PSF
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
48.000
HAJ,KL
2 222
22232223
34
2 33
3
3/4233434
2 3
34
3 5
3 3
34
3 5
33
4 546
34
6 6
A,B,M
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
2 2
212
2 2
213
212
2 3
3r4
23
3i3
3T4
213
3 4
314
213
374
315
319
314
315
3 3
4T5
4T6
3T4
5'5
PSF
72
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
13.12-1
H,I,J,K,L
2 2
2 2
2 2
2 3
212
2 3
314
2 3
3 4
3 4
2 31314
3 4
3 3
3 4
3 5
3 3
4 4
4 8
9 4
4 5
4 8
3 4
58
AB'M
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
3
2 2
2 2
2 2
2 3
2�2
2 3
314
2i3
3 4
3 4
2 3
�4
3 4
33
3 4
315
3 3
4 4
4_5
9 3
4 5
4 6
3 4
415
P.O. a 1129
NOXOMIS. R 912)1 V-1bd De7¢r •
8N)00
SINGLE HUNG
8 s 11
1. ANCHOR TYPES: 1- 114' ELCO TAPCONS
2 -1W ELCO SS4 CRETE-FLEX
® 3-#12SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS.
HEAD -18 V2' MAX. FROM TOP CORNERS
JAMBS-171f2' MAX. FROM TOP CORNERS
15' MAX FROM BOTTOM CORNERS
B° MAX. BELOW MTG. RAIL
®SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE V LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLO ITALICIZED VALUE ABOVE THEM, INDICATE A
RESPECTIVE
AND GLASS 1
AVAILABLE
TABLE KEY:
MAX PSF
(DP LIMITED) 118
HEAD 2
JAMB ABOVE 2 3
MTG. RAIL
JAMB BELOW
MTG. RAIL
(FULL DP)
HEAD 2
JAMS ABOVE 2 3
MTG. RAIL
JAMB BELOW
MTG. RAIL
IINDOWS
IW, IMPACT RP 4L Clerk, P.E.
evM, PEM712
404040 C Struc
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6.
WINDOW
HEIGHT
SUBSTRATE:
29.655
37.155
44.655
52.155
59.655
67.155
74.655
76.000
ANCHOR
E.
o
I.i0�0�0tJ0�O
3
O
c1
U
0
❑
3
O
0
O
^ONO
0
o
3
U
O'
L,
U
ON
0
o
O�
3
O
Z'
O
0fV0�0�0(V0�
o
;
U
U
o
U
0�
0"
U
0f
❑
o
°�
U
0�0
c
U
0
❑
iorz_Z
3
❑
0
U
°v
WWDOW
WIDTH
GLASS
TYPE
19.125
C,D,E,F,G,
H,I,J,K,L
1
111
1
1 1
1
1 1
1
2 2
i
2 1
i
2 2
1
2 2
1
2I1
1
212
1
2;2
1
2 2
i
2 2
1
2I2
1
2 2
1
2 2
1
212
1
212
1
21 2
1
312
1
212
1
3 2
i
312
1
2 2
1
3 2
A,B,M
1
1 1
1
1 1
1
ill
1
212
1
211
1
212
1
2 2
1
211
1
2 2
1
212
1
2 2
1
212
1
2I2
1
2 2
1
2 2
1
2 2
1
2 2
1
212
1
3 2
1
212
1
3 2
1
312
1
212
1
3 2
PSF
79
Cl;
H,I,J,KL
1
1 1
1E
tit
1 1
2 2
1 1
2 2
2 2
2i2
2 2
2 2
2 2
2 2
124.ODD
22
32
8 2
2 2
3 2
3 2
2a
3 2
3 2
2 2
3 2
A,B,M
1
2 2
1 12
2
1
2 2
1
212
1
2 2
1
2 2
1
2 2
1
2 2
2 2
11
32
3 2
2 2
3 2
3 2
212
3 2
3 2
2 2
3 2
PSF
BB
77
32.000
C,D,E,F,G,
H,I,J,K,L
1
IT-7
1
Ili
1
1
2 2
1
2 2
1
212,211
11
2
1
2 2
2
3 3
1
2 2
1
3 3
2
3 3
1
3 2
1
3 3
1
3 3
1
2�2
1
3 3
1
4 3
1 ..
3 2
1
4 3
1
4 -3
.. 1
3 2
1
...
4 3
1 1
AB,M
1
1 1
1
..._
1 1
1
1 1
1.
2 2
1
2 2
1
. _...
2 2
1
'
2 3
1
2r2
1
2 2
2
3 3
1
' ....
2 2
1 _
3 3
2
3 3
1 ...
3 2
1
3 3
1
......._
3 3
1
2 215
_ 1
3
1
._ _
4 3
_ 1
312
1
4 3
1
4 3
1
3 2
1
. .
4 3
PSF
69
67
78
37.000
C,D,E,F,G,
H,I,J,KL
1
1 1
1
11
1
1 1
2
2 2
1
2 2
1
2 22
2
3
_1
2 2
2
2 3
2 ..
313
1__
2 2
_ 2
3 3
2
3 3
1
3I3
2
4 3
2 ..
3 3
1
_. _
3 2
2
_.._
3 3
2
._.._
4 3
1
_ _
3 2
2
_._
4 3
2
._ __
4 4
1
_ _
3 2
2
__ __
4 3
A,B,M
1
1
11
1
1 1
2
2 2
1
2 2
1
2 2
2
2 3
1
2 2
2
2 3
_2...
3 3
1_
2 2
_2
3 3
2 1.1
3 3
3 3
2
4 3
2
3 3
1
3 2
2
3 3
2
4 3
1
3 2
2
4 3
2
4 4
1
3 2
2
4 3
1 1
PSF
64
1 79
62
79
40.000
C,O,E,F,G,
H,I,J.K.L
2
2
2
2
2
2
222
2
3
2
22
2
33332
2
2
2
2
3343
2
2
3 3433
2
2
3
2
3 34
2
344
2
34
2]3416
2
2
4
2
3 3A,B,M
2
1 1
1 1
1 1
2 222
2
2
2
2
2
2
2
2
2
2
2
2
3 3
2
4 3
2
3 3
2
4 3
2
3 3
2
3 3
2
4 3
2
4 4
22
3
4 3
2
4 4
2
3 3
2
5 3
1 1
1 11
1
2 2
2 2
2 2
2 3
2 2
3 3
3 3
2 2
PSF
48 1
78
56
79
78
44.000
C,D,E,F,G,
H,I,J,KL
2
111111
2
2
2
222222
2
_. _
2
2
__ ...
332
2
2
2 _
33
2
_ __
34
2
. _
23
2
_. __....._
3344
2
2 _..
334
2
3
2
443
2
34
2 ..
344
2
..._
2
_ ._.
334
2
..._
34
2
.. __.
4
2
_ ._
33
2
_ _
54
A,B,M
2
1 1
2
7 1
2
1 1
2
2 2
2
2 2
2
2 2
2
3 3
2
212
2
313
2
314
2
213
2
3 3
2
4 4
2
3 3
2
4`3
2
414
2
3 3
2
4 3
2
4 4
2
313
2
4 .3
2
4 4
2
313
2
514
PSF
45 1
74
51
74
79 1
79
48.000
C,D.E,F,G,
H,I,J,KL
2
2
2
2
2
2
2
2
2
33
2
34
2
33
2
3344
3
2
334444
2
2
2
__
3344
2
3
44
2
43
2
544
3
44
2
3
2
54
1111112
222
22
332
2
A,B,M
212
15111
1
2
1 1
2
2 2
2
2 2
2
22
2
3 3
2
3 4
2
3 3
2
3J3
3
4 4
2
3 3
2
4 4
2
4 4
2
3 3
2
4 4
3
4 4
2
4 3
2
5 4
3
4 4
2
4 3
2
5 4
PSF
41
67
46
67
53.126
C,D,E,F,G,
H,I,J.KL
2
111111
2
2
2
22223333443
2
t23
2
2
_3
2
344443344443344554T354554354
3
3
2
3
3
2
3
3
2
3
3
2
3
A,B,M
2
2
2
2
2
2
2
3
2
344443344443(344
3
3
2
3
3
2
2
3
544135451441354
2
3
3
2
3
111111
222I23133134143
W Ol4s M74 Vm61y 9arcr sx7w NT5 9 • 11
1. ANCHOR TYPES: 1-1A'ELCO TAPCONS
2 -1W ELCO SS4 CRETE-FLEX
® 3-#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD -1812' MAX. FROM TOP CORNERS
JAMBS -1712' MAX. FROM TOP CORNERS
16' MAX. FROM BOTTOM CORNERS
S' MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1' LESS.
5. ®OESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THEADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
PRESSUREFORTHF
RESPECTIVE SIZE
AND GLASS TYPE IS
AVAILABLE.
TABLE KEY:
MTG. RAIL
JAMB BELOW
MTG. RAIL
,MB ABOVE 2 2
MTG. RAIL
JAMB BELOW
MTG. RAIL
9RDVIEW
IMPACT RRft.ftl_ae ,P.E.
PE"9711
4040.28 C SW .I
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD & JAMBS
CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET.
WINDOW HEIGHT
MINUS SASH HEIGHT FROM TABLE 8.
SUBSTRATE:
17.125
22.666
1 28.211
33.764
39.295
44.839
1 6B382
55.925
ANCHOR
TIDE:
❑
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5
U
O
U
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U
❑
U
O
U
U
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U
U
0
U
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U
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U
U
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U
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3
O
O
O
U
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NgOg
5
O
NO
O
U
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u
O
NUgU�O�O
5
U
O
U
ZI
O
WINDOW
WIDTH
GLASS
TYPE
19.125
D,E,FA
K.L
1 ..
1
1
1
1
1
1
2
1 ..
2
1
2
1
._.
2
1
_.
2
1
2-
1
2
1
..
2
1 ..
2
1
2
1
2
1
2
1
..
3
1
2
1
3
1
3
1
2
1
3
1
3
1
3
1
3
24.00D
D•E,F,J,
K.L
1
__
1
1
._
1
1
___.
1
1
_
2
1
_...
2
1
_
2
1
._..
2
1
_
2
1
_
2
1
_
2
1
....-3-._
2
1
1
..3..
1
2
1
-
3
1
3
1
2�
1
8
1
3
1
3
1
3
1
_ 3-
1
3
1
4
32.000
D,E.F.J.
K.L
J
.7
1
._...
1
1
_._.
1
1
_....__
2
1
2
1
2
2_..
3
1
.____
._
2
1
2
1
1
1
1
1
1
.:
1
1
1
1
1
1
1
1
PSF
79
37.000
D.E.—FA
K,L
1
....�
1
.�.....
1
1"._.2
2 _.
i
..2.
2
2..
,3
1
2
2
-S
2
.3..
1
.3
2
.-4
2
8..
1
3
2
3
2
4
1
3
2
4
2
4
1
4
2
5_.b
2
1
4
2
5
2
PSF
79
79
79
79
40.000
D,E,F,J,
K,L1
2
2
1
2
1
2
2
2
2
2
2
2
3
2
3
2
3
2
-4-
2
3
2
..4_
2
4
2
-3
2
4�4
2
2
3
2
5
2
4
2
4
2
1 5
2
5
2
1 4
2
6
PSF
79
76
79
77
79
79
79
44.000
D.E.F,J,
K.L
2
1
_2_
1
2
1
2
2
2
2
2
2
2
3
2
3-
2
4..
2
4 ..
2
2
..4_..
2
3
2
5.
2
-4
2
- 3
2
. 5 ..:
2
5...
2
4
2
5
2
.6...4
.2
1
2
6
2
3
4
PSF
78
79
70
79
79
71
79
73
76
48,000
D.E.F,J,
K.L
2
2
2
2
2
2
2
2
2
3
4..
2
_.4.
2
4
2
_5_..4_...5..5
2
2
3
2
..4...
-2
5_:.._5._...4...
3
2
2
_..6.
3
.. 6
2
..6..
2
.5,
1
1
1
2
2
2
3
....3
3
PSF
71
79
63
71
79
64
74
66
77
1
69
69
53.125
D,E,F,J,
KL
2
2
2
2 1
2
2
3
2
3
2
3
3
4
2
-
3
3
2
_4
3
..6.
3
_6
2
5
3
3
6
2
5
3
3
2
3
1
1
1
2
2
2
3
4
-5
8
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE S.
SASH
HEIGHT
SUBSTRATE.
12.776
15.776
1
10.776
21.778
1
24.776
27.776
30.776
31.106
ANCHOR TYPE.
o
pO
NSm�'
❑
i
pp❑p
z
�a
�ak22
Qop
i
Nc4t�
z
o
N p
8
pye
819125
m
pi
ZQO
m
Qi
Q z
WINDOW
WIDTH
1
1
1
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
24.000
2
1
1
2
1
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
32.000
2
1
2
2
2
2
3
2
3
3
2
3
3
2
3
4
2
3
4
2
3
37.000
79
2T i T 2
2
2 1 2
3 1 2 1 3
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
40.000
70
2 2 2
2
2
2
3 2 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
44.000
68
76
2 2 2
2
2
2
3
2 3
3 3 3
4 3 3
4 3 4
6 3 4
5 3 4
48.000
63
72
7B
2
2 2
2
2
2
3
2 3
4 3 3
4 3 4
4 3 4
5 3 4
5 3 4
63.125
73
58
66
72
2
2 2
2
2
2
3
3 3
4 3 4
4 3 4
5 3 4
5 1 3 1 5
5 1 3 1 5
P0.60EIm➢ ALUM. SINGrtLEHUNG
NWN.b&FLfana VuiblY Ba[ A.=- —
aroao NTS l0
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 - IW ELCO TAPCONS
2-1/4' ELCO SS4 CRETE-FLEX
3- 02 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
® DIMENSIONS:
HEAD- 1812'MAX. FROM CORNERS
JAMBS -1712'MAX. FROM TOP CORNERS
11 IN' MAX. ABOVE THE MEETING RAIL
6' MAX. BELOW MTG. RAIL
IS"MAX. FROM BOTTOM CORNERS
SILL -ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
® WINDOWS ARE 12 BB' MIN, T03W MAX.
TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1-LESS.
6. DESIGN PRESSURE LIMITATIONS:
® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE AND
GLASS TYPE IS
AVAILABLE
® TABLE 7. KEY:
MAX PSF
(DP LIMBED) 112
HEAD 2
JAMB ABOVE 2
MTG. RAIL
(FULL D 'I HEAD 2
JAMB ABOVE 4
MTG. RAIL
® TABLE 8. KEY: Aroapm'iwNo I C
mp4ai 011
MAX PSF -
(DPLIMITED) 112 MaawaPml-a Carom
JANB BELOW❑2
MTG. RAIL
FULL DP
JJAMBELOWe2 t /l LU/
MTG. RAIL
:USTOMWEW
VDOW IMPACT Roam. Cie P.E.
PE W012
4040-2D C swaw4
EXTERIOR INTERIOR
®
ALL HEAD AND SILL DETAIL )
CONCRETE ANCHOR
3.35 KSI MIN. CONCRETE
(SEE NOTE 1 & 3) ® 2x WOOD BUCK
A(SEE NOTj4)
.� 13/8'MIN., 1/4'TAPCON
d®
~' 3/4' MIN.,11V CRETEFLEX
OPTIONAL1x
WOOD BUCK o
(SEE NOTE 4)
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY
APPROVED IM' ELCO TAPCONS OR I/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE 151314".
WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR
(SEE NOTE 2 & 3)A 1/4' SS4 CRETE-FLEX.
3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 TRIMFIT HEADS.
4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 1/T. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
SHIM
DETAIL A
DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
MIN.
IN.
1/4' MAX. SHIM
I
I I //AY
''i �� •
1/4'MAX SHIM
�
O
CONCRETE ANCHOR,
FH BELOW MEETING
RAIL (SEE NOTE 1 &3) A
73/8° INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2XARE 1 III'
MIN.® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
6OB3-TS AND A MINIMUM OF 1/8' THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE
MA% OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TOTHAT
SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET
METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN
® INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005).
WOODANCHOR.
FH BELOW MEETINGA
RAIL. (SEE NOTE 2&3)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK
SUBSTRATE (SEE NOTE 4)A (SEE NOTE 4)A 1
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1M'
MAX —
SHIM I WOOD FRAME
WOOD FRAME
.131' DIA. MIN.
x 21/2' NAIL,
.131' DIA. MIN. AT CORNERS
x 2l/T NAIL. AND S O.C.
ATCORNERS
__�on [I,
ANDS O.C. 1111miplillivall 7 ;w
1/4'
MAX
SHIM
FRAME
.131' DIA MIN.
IIIII(nllllllllllllllll
1/4'
x2l/2'NAIL, O
-
MAX.
AT CORNERS
S
AND W O.C.
DETAIL F, (HEAD)
DETAIL E. (JAMB) DETAIL G. (SILL)
TYPICAL INTEGRAL FIN ANCHORAGE
JJL
om5vn
C
NOCHANGES7NISSHEET
TEDHNGLOGYDRNEP
NGKGMI4, FL81314
PABOXIM
ND N9.FL513N
T
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ANCHORAGE DETAILS
ALUM. SINGLE HUNG WINDOW, IMPACTPE
RoMnL.CW,PE
09712
swcmv
F.K
1ll13K19
fib*•
H
O1NR:GRAL FINANCNORAGE UPDATE&fl NOTES.I�
7UP TECGNORESEEMBEOMENTDIENTOIRM.
F.K
104DB
A
ADDNOTESREft THEA ANDHOR&
72
9/Ltl5
J.J.
M=7 I
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SH7W
NTS
1! III
o vw
I 4040.20
C
JUL 2 6 2012
MIAMI i Ii.DADE COUNTY
-- h1
• S RWb'9 ONTR616 SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sheet, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADME40TRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidnde.9ov/oera1
Trulite Window & Door Solutions, LLC
8130 NW 741a Avenue
Medley, FL 33166
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 PERA -
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. PERA
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 12500" Aluminum Single Hung Window—L.M,I.
APPROVAL DOCUMENT: Drawing No. W05-37, titled "Series 2500 Alum. Single Hung Window
(L.M.I.)", sheets 1, 2, 2.1, 3, 4 and 5 of 5, dated 07/26/05 with revision E dated 12/23/11, prepared by Al—
Farooq Corporation, signed and sealed by Javad Ahmad, 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: Large and 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 NOA # 10-0428.02 and consists of this page I and evidence pages E-I and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
e uuauwoeeoUNTY _' � : Decem 1201, 2015
Expiration Date: December Ol, 2015
Approval Date: March 15, 2012
Page 1
Trulite Window & Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W05-37, Sheets 1, 2, 2.1, 3, 4 and 5 of 5, titled "Series 2500 Alum.
Single hung Window (L.M.I.)", prepared by Al-Farooq Corporation, dated 07/26/05
with revision E dated 12/23/11, prepared by Al—Farooq Corporation, signed and sealed
by Javad Ahmad, 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 FBC 24113.2.1, TAS 202-94
along with marked —up drawings and installation diagram of aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6088, dated December 02, 2009, signed and sealed by Michael R. Wenzel, P. E.
(Submitted under NOA No.10-0428.02)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5250, dated July 30, 2007, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under NOA No. 09-0316.09)
3. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
along with marked —up drawings and installation diagram of aluminum single hung
window, prepared by Hurricane Engineering & Testing Inc., Test Report No.
HETI44-1419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, P. E.
(Submitted under NOA No. 05-0810.04)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked up drawings and installation diagram of aluminum single hung
window, prepared by hurricane Engineering & Testing Inc., Test Report No.
HETI44-141911, dated Jan. 21, 2005, signed and sealed by Ivonne.Ghia, P. E.
(Submitted under NOA No. 05-0810.04)
Manuel P ez, f.E.
Product Control Etaminer
NOA No.12-0118.18
Expiration Date: December 01, 2015
Approval Date: March 15, 2012
E-1
Trulite Window & Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-200.7
and FBC-2010, prepared by Al-Farooq Corporation, dated 04/21/10 and updated on
01/04/12, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM B1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and
Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16
2. Notice of Acceptance No. 084709.04 issued to Glasslam N.G.I., Inc. for their
"Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13.
F. STATEMENTS
1. Statement letter of conformance, complying with the FBC-2010, and of no financial
interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E.
2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign
Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.,
dated 02/03/10.
3. Certificate of registration of name change from "Trulite Residential Windows, LLC"
to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11,
signed by J.W. Bullock.
4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite
Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W.
Bullock.
5. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability
Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01122/10.
6. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated
02/04/10, managed by Arch Intermediate Holding, LLC.
G. OTHER
1. Notice of Acceptance No.10-0428.02, issued to Arch Windows, LLC dba AWP, for
their Series "2500" Aluminum Single Hung Window — L.M.I.", approved on 08/25/10
and expiring on 12/01/15.
M nue ez, P.E.
Product Contro aminer
NOA No.12-0118.18
Expiration Date: December 01, 2015
Approval Date: March 15, 2012
E-2
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SNVRERS ARE NOT REQUIRED.
SERIES 2600 ALUMINUM SINGLE HUMWINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHART SHOWN ON SHEETS 2 & 2.1.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
MWMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—BADE COUNTY
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM. '
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO ME MATERUL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IWO WOOD ONLY.
sMTERWS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME
WO COWALT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
FALSE NUNTWS
(SUBFAcE APPuEO
MAY BE \
wwoows vnTxour
SILL AA
SEE S Mw LI
I
O
FOR CAPA01116
N�CNa1�1a�dVi � .
VENT WIDTH
LAMINATED GLASS
LARGE MISSILE IMPACT
W05-37
EQUAL =8 WINDOWS
DESIGN LOAD CAPACITY - PSP
GLASS TYPES 'A' & 'B'
WINDOW
DMIS.
AROJORS
MHOD -A!
ANCHOB9
H61ROD'S'
WIDTH
HEIGHT
w.(+)
1M.(-)
wU+)
iM.(-)
15-1/8•
26-1/2'
37-
42'
40'
53-1/8'
20'
(3)
70.o
Sao
70.0
90.0
70.0
Sao
70.0
90.0
70.0
90.0
70.0
90.0
70.0
Sao
704
904
70.0
85.4
70.0
90.0
70.0
76.0
7DO
90.0
t9-1/8'
28-1/2'
Sr
1.(4)
40'
3-1/8'67.0
U-3/9'00.0
70.0
90.0
70.0
90.0
Sao
70.0
90.0
70.0
90.0
814
70.0
90A
73.0
70.0
90.0
70.0
00A
'00A
28-1/2'
3]'60-5/8'84.2
42•
4•
(4)
47MO
70.0
00.0
61.4
70.0
ISO
70.0
BOA
S8
70A
90.0
52.6
60.053-1/8'
"A
60.0
85.0
19-1/8'
26-1/2•
3r
42'
40'
53-1/B'
59'
(a)
70.0
90.0
70.0
90.0
70.0
83.1
70.0
90.0
66.0
66.0
70.0
90.0
BOA
502
80.0
85.0
54S
54.5
60.0
G&O
603
503
00.0
65.0
19-1/9•
26-1/2'
3r
42'
40'
93-1/0'
&1'
(a)
70A
90.0
M.0
90.0
NIA
90.0
70.0
903
_ 70.0
72A
70.0
00.0
80.0
854
60.o
"A
60.0
602
60.0
SEA
W.3
5"
60.0
65.0
19-1/8•
SB-1/2'
3r
42'
d8'
53-1/8'
74-1/4'
(a)
7D.0
90.0
70.0
Sao
70.0
74A
70.0
90.0
M.4
58.4
60.0
80.0
0.4
M A
60.0
69.0
4&6
48.6
6D.0
650
453
452
Sao
wo
• NO. IN PARENTHESIS INDICATE NO. OF
ANCHORS PER JAN8.
L E u Y .. 4 4
WINDOWS WTfH
SILT. ANCHORS
1 4• DIA. ANCHORS
AT THIS IDCATIGN
IAM89 FOR UPPER & IDWER
HALF OF MEE
JAN85
ANCHORS METHOD 'B'
UNEQUAL =9 (ORIEL TYPES) WINDOWS
DESIGN LOAD CAPACITY - ESP
GLASS 'TYPES 'A' & '9'
WINDOW DIMS.
ANCHORS
EETROD 'A'
ANCHORS EBNIOD 'S'
WITH
MONO
ExL(+)
1M.(-)
m(+)
1NT.(-)
19-1/8•
29-1/2'
37•
42'
48'
53-1/8•
50-5/8'
(4)
70.0
90.0
70.0
90.0
70.0
=3
70.0
90.0
&32
63.2
70.0
90.0
67.5
67.5
70.0
G0.0
51.9
51.9
70.0
80.0
47.9
47.9
70.0
81.9
19-1/8'
25-1/2'
T'
4r
40'
53-1/8'
1'
(3)
70.0
90.0
70.0
90.0
70.0
WE
70.0
Sao
63.9
03.9
70.0
Sao
5&4
S&4
70.0
GOA
02.9
82.9
J0.0
50.4
49.0
49.0
70.0
72.4
19-1/0'
26-1/2'
3r
62'
48'
BS
(6)
70.0
Sao
70.0
NO
70A
90.0
70.0
Sao
70.0
70.1
70.0
004
63.G
83.9
70.0
W.7
No
Sao
70.0
74.9
19-1/6'
28-1/I'
Sr
]11/4'
(a)
N1.0
90.D
7D.0
90.0
70.0
74.2
70.0
90.0
56.5
56.5
70.0
73.1
' NO. IN PAAENLNESIS INDICATE NO. OF
ANCHORS PER JAMB.
1/8' MN. GIAS9 1/8' ANN. GLASS
090 POLYESTER INIEA AVER .090 PYB O'TERIAYEIt
84FLlY-PLUS 0 BY GVSSTAN SAFlE% HIM Bi'SOWTIA'
1/8' ANN. GLASS 1/8' ANN. GLASS PST _ PET FI.AP
10'xB a .Olo'x5 5
IN SIUCO//NE N SRICONE
FM[Q"DED� 0. ENBFJ)ED� z
rGE 2800 s `GE 280D y
5
V FOAM TAPE
9
I I
_• FUAAI TAPE
GLASS TYPE 'A'
GLASS TYPE 'B'
GLAZING OPTIONS
fML•
' f1A FE A ]0692
CAK e,
Ui
Ac
NOTE:
GLASS CAPACMES ON THIS SHEET ARE
WED ON ASTM E1300-04
GUS75COMMISSION
ANDFLORIDA BUILDING COMM
DECLARATORY STATEMENT DCA05-DEC-219
dr9wing no.
W05-37
:heat 2 0l 5
EQUAL =0 MITOSIS
DESIGN LOAD CAPACITY - POP
GRABS TYPE 'C'
WINDOW
DIMS,
ANCHORS
METHOD 'A'
ANCHORS
MEMD➢'B'
ADM
HEIGM
ENE(+)
IM.(-)
M.(+)
IM.(-)
18-1/8•
26-1/2•
1.
42•
48'
Sl-1/6'
28'
(3)
00.0
no
60.0
04
60.0
no
60.0
no
So
6S0
BQp
fi5.0
60A
BS.]
BGD
BSO
55.4
55.4
00.0
65.0
no
80.0
no
0.0
19-I/6'
26-1/2'
42'
46'
SJ-1/8•
(4)
60.0
0.0
60.0
65A
BOA
No
BOA
85.0
57.2
572
80.0
no
50.0
00.0
60.0
65.0
02
45.2
no
85.0
19-1/8'
26-1/2'
1.
42'
4W
8J-1/8'
50-5/r
(4)
60.0
no
no
63.0
80.0
65.0
no
610
492
49.2
80.0
65.0
C3.3
43.3
60.0
no
31"
3i.B
80.0
85.0
34.3
345
no
no
19-1/8'
28-1/2'
37-
4Y
48'
s3-1/8•
59•
(5)
60.0
no
I no
no
80.0
054
60.0
B9.0
52.8
NA
60.0
0.0
485
464
no
0.0
40J
40.7
60.0
no
3e.
38.8
no
0.0
19-1/B'
28-1/2'
37'
42'
40•
53-1/8'
1.
(5)
60.0
65.0
no
0.0
004
no
BOA
0.0
59.3
093
60.0
0.0
522
522
BD.O
no
45.7
45.7
80.0
0.0
412
41.3
no
no
19-1/8•
20-1/2'
37'
42•
48'
53-1/e'
7h1/4•
(6)
80.0
0.0
no
BSA
60.0
65.0
60.0
no
80.3
50.3
No
65.0
44.3
44.3
e0.0
0.0
38.8
3S8
Soo
BSO
39.0
3S0
80.0
BSO
+ N0. IN PAREKMN INDICATE NO. OF
ANCHORS PER JAMB.
:� 4i u:y i41
x
r
�^C
W
WINDOWS WITHOUT
SILL ANCHORS
1 4' M ANCHORS
A MIS LOCATION
JAMBS FUR UPPER h LOWFA
HNF OF JAMBs
JANDS
ANCHORS MEPHO➢ 'R'
UNEQUAL LITER (OM®. TYPES) WINDOWS
DESIGN LOAD CAPACITY - PEP
GLASS TYPE 'C'
WM➢OW
DIMS.
ANCRO®MEPEOD'A'
ANCHORS
METHOD'B'
ADM
NF30M
aTl(+)
RR.(-)
M.(+)
19-1/8'
26-1/2-
3r
42'
48'
53-1/9'
50-5/6•
(4)
60.0
65.0
60.D
65.0
60.0
$5.0
60.0
no
492
49.2
no
no
43.3
43.3
no
65.0
37.9
3 A
no
BS.D
34.3
34.3
60.0
65.0
1B-tA'
29-1/2•
Sr
4Y
48'
53-1/8'
59'
(5)
60.0
65.0
80.0
0.0
6D.0
000
60.0
653
no
52.5
no
65.0
46.5
40.5
no
no
90.i
40.T
no
DSO
3S8
38.8
80.0
6"
19-1/8'
26-1/2"
37'
4r
4r
W.
(5)
60.0
0.0
BO.D
no
no
65.0
no
OSD
S93
59.3
80.0
65.0
522
52.2
BO A
65.0
45.7
15.)
no
55.0
19-I/6•
26-IA'
3r
]4-1/4'
(6)
BO.o
no
60.0
no
no
65.0
60.D
no
50.3
50.3
60.0
no
• NO. IN PARENTHESIS INDICATE NO. OF
ANCHORS PER JAMB.
i
NOTE:'
GLASS: CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS-DEC-219
GLASS TYPE 'C'
I
ttPICAL ANCHORS
TMGONs
IBY
EEE ELEY. FOR SPAWIG ;
,:
WOOD PUCK..
a
m
O
SEE
H
� I J J
,. �• '. w...
T
SEE DE
I
WOOD BUCKS AND METAL STRUCTURE NOT BY TRULRE
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
(PACING
TYPICAL ANCHORS: SEE EM. MR SPACING
3/18' OR I/4' TAPCONS (SEE SHEET 3 MR USE OF 3/18' TAPCONS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1-3/8' MIN. PENETRATION INTO WOOD
THRU IBY BUCKS INTO OONO. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONO. OR MASONRY
1-1/4' MIN. EMBED INTO GONG. OR MASONRY
A14 SMS OR SELF DRIWNO SCREWS (GRAD_ F 5 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy - 38 KSI MIN.)
ALUMINUM : 1/8' THK. MIN. (6083—T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
612 SMS_ OR SELF DRILLING SCREWS
INTO MMMI—DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
ANCHOR EDGE OISTANCES
INTO CONCRETE AND MASONRY - 1-3/4' MIN.
INTO WOOD STRU=RE — 3/4' MIN.
INTO METAL STRUCTURE 1/2' MIN.
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SCHNEE MOREHEAD SEAM SEALER SM5555.
WEEPHOLES:
W1 - 3/4' WEEP NOTCH AT EACH END
A
h
Dmwi.g nO.
W05-37
��u
8 C8
yo y
8
�aa
/M��pC& ANCHORS 01^.
NNW-DADE COUNTf BEE us FOR Bp/LNO {{{444 W
APPROVED NULUON
SEE SEPAPAIE AMA
�= lI yy
O �I O 7
R
QSS�
TYPICAL ANCHORS WINDOW WOM MOON WON aM
SEE SH P2 S2.1 M 4,1
SEE BHEET R h P.1 FOR GPACIIY yyyggg���
WOOD BUCK] MCAL ANCHORS � � Z 8
1/4- YNL D 1/4' M SEE E .. FOR SP=HG t2
SHIM a+- SEE SHEET 1 L 2.1 MR CMAOIIY Np 3
VFM WIOM O
1] D.L OPF
] B I•�` 1/4' SNIP B VV ip
METAL 10 • NM. 20Y Bum
SMUCTURE J, R SIRUCNRE e 8 k
o�
2 d n �5401
EXTERIOR $"^� B
] _ <; •.A, TYPAN. ANCHORS g < n
Y SEE ELU.. FOR SPACING
U Y SEE SHELT R k 2.1 F'OR CAPACITY
1PL_iAi RJj, _ 9
WINDOW WINIH 2AS(I NCM�L� 0 PRODUOTREV w �+ •E
I CAN, UO N2 Imopl)ft-fth hl PhalBO 6
C 1 OReda• �'
SEPICAI. ANCHORS A
yy 9 b BEE ELLV. FOR SPADING .• FIXbn ONm $ 8
SEE SHEEP 2 @ 2.1 fOfl CAPACRY ErowiOB B0.
�eN W05-37
BnNBe 4 Dr s
LISP / PART / 42�ANB
D66CRIPTION
YATSRIAL
YANv./90➢PW6R/RaYAI�
I
YE-1fiB
PMNE HFM
BOBJ-TB
-
R
YE-1w
FMYE SILL
BOBJ-TB
J
YE-102
BOBJ-TBt
YE-162
il%ED IUIL
BOBJ-TB!
YE-191
VOVT TOP PNL
fiOBJ-Tea
YE-160
VENT BORDY R4L
BOB] -TB
]
YE-BS
,IAMB
BOB]-TBBYBi
0421N0 BFAD
ALUAAWIBY
ROLL ibRYEO
B
YN-!10
SIBX SOP
ftIGD WNYI
-
10
-
2/ YENT
BLOCK k TMIBE BAL4HCE
-
-
11
YH-M!
2/ YEIR
BNANCE CLIP
ALUMWUY
-
12
YX-81R
AS REOD,
BULB WSiRPPINO
NNri
SINGLE ROW
IJ
YN-1001
A9 PEOD.
FlN BFAL WSRWPWD .1B] % .2l0
WOOL
DLW+AFIB
11
YX-9W
2/ VW
SPRING IOPOLD VENT LATCHES
NYIDN/CELCON
AT 11' FROM ENDS
IA
YN-S19
1/ VENT
6WEEP IBCIC9
]pNAI(
AT 11' MOM ENDS
ID
YF-1
B
FWWE ABSENBLY SCREWS (NO % ] 1')
CPS
PUlEO, PH BIAS
1B
R-10
Y/ VENT
FCfED PAIL SCREIYS IN % 1�
CPS
CAD PIATED. PH BY9
1)
YF-12
B/ VEILT
VVIT ASBENBIY SCREWS (/0 % 1-f/4'J
CRS
CAD PIATFD, PH SNS
10
I?-0
1/ CUP
/10 % 1/4' PH 9Y9 PfANi B
-
-
20
�i'-f1
R/ LWK
SWEEP LOCK 9CflEW9 (/8 % 0/8�
-
ON BNB
Rf
YC-165P
2/ VEM
SEIi IDXEBNE PM (]]0' % .]I' % .)97
POAU
-
RS
YN-915
2/ VEM
BNANCE CAY
PL4TIIC
SJ
YM-61B
1
REINFORCING 81R (,BR] % Al2')
STEEL
XRBB]
RI
R/ VENT
Sl9i STOP (1' % I-1/t' % 1/10�
ALUNWUY
ON ]1-1/4' WCN ONLY
�x.RMO �u 6
JA (O ^n
it
.eels ass T
.880
FRAME HEAD
A.2,
.06x
1•437 0'0
� y�33 .TI HIE
y .l
FIXED RAIL Q GI iiii iii F
q.12
1.159L
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M®�
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE i
MMMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1107
MIAMI, FLORIDA 33130-1563
(305)375-2902 FAX (305) 372-6339
www.m iamidade.cov/bull dinacode
Jeld-Wen, Inc. (OR)
3737 Lakeport Blvd.,
Klamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County
Product Control Division 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 ""6600 Premium Atlantic" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. JELD0082 titled "Series 6600 Premium Atlantic Aluminum
Fixed Window L.M.I.", sheets 1 through 5 of 5, dated August 01, 2009 with revision "A" dated February 03,
2010, prepared by P.T.C., LLC, dated February 11, 2010, signed and sealed by Robert J. Amoroso, 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 Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 NOA No. 07-0515.05 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 Jaime D. Gascon, P. E.
NOA No. 094916.04
•` n Expiration Date: July 24, 2013
L LL Io Approval Date: March 17, 2010
Page 1
Jeld-Wen. Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
/ _ 7A11j Q1C1
1. Manufacturer's die drawings and sections.
2. Drawing No. JELD0082 titled "Series 6600 Premium Atlantic Aluminum Fixed
Window L.M.I.", sheets 1 through 5 of 5, dated August 01, 2009 with revision "A"
dated February 03, 2010, prepared by P.T.C., LLC, dated February 11, 2010, signed
and sealed by Robert J. Amoruso, 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
Along with marked -up drawings and installation diagram of Aluminum Fixed Window,
prepared by National Certified Testing Laboratories, Inc., Test Report No.
NCTL 210-3588-2, dated June 08, 2009, signed and sealed by Gerard J. Ferrara, P. E.
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
Along with marked -up drawings and installation diagram of Aluminum Fined Window,
prepared by Architectural Testing, Inc., Test Report No. ATI 70141.01-401-18, dated
March 01, 2007, signed and sealed by Joseph A. Reed, P. E.
(Submitted under NOA No. 07-0515.05)
3. Test reports on: 1) Air Infiltration Test, per FBC, PA 202-94
2) Uniform Static Air Pressure Test, Loading per FBC PA 202-94
3) Water Resistance Test, per FBC, PA 202-94
4) Large Missile Impact Test per FBC, PA 201-94
5) Cyclic Wind Pressure Loading per FBC, PA 203-94
6) Forced Entry Test, per ASTNM-588 and PA 202-94
along with marked -up drawings and installation diagram of Aluminum fixed window,
prepared by Certified Testing Laboratories, Test Report No. CTLA-1019W; dated
February 07, 2003, signed and sealed by Ramesh Patel, P.E.
(Submitted under NOA No. 02-0408.01)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of Aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L-3287, dated
January 28, 2002, signed and sealed by Luis Antonio Figueredo, P. ) (Submitted under NOA No. 02-0408.01)
Jaime D. Gascou, . E.
Chief, Product Control Division
NOA No. 09-0916.04
Expiration Date: July 24, 2013
Approval Date: March 17, 2010
E -1
Jeld-Wen. Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. 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 3603.2 (b), TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum fixed window,
prepared by Fenestration Testing laboratory Inc, Test Report No. FTL-3356, dated
January 28, 2002, signed and sealed by Luis Antonio Figueredo, P. E.
(Submitted under NOA No. 02-0408.0I)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2007,
prepared by P.T.C., LLC, dated August 11, 2009, signed and sealed by Robert J.
Amoroso, P. E.
Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours & Co., hic.
for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12.
2. Notice of Acceptance No. 09-0312.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated August 11, 2009,
signed and sealed by Robert J. Amoroso, P. E.
2. Laboratory addendum letter for Test Report no. NCTL 210-3588-2, issued by
National Certified Testing Laboratories, Inc., dated January 06, 2010, signed and
sealed by Gerard J. Ferrara, P. E.
3. Laboratory compliance letter for Test Report no. NCTL 210-3588-2, issued by
National Certified Testing Laboratories, Inc., dated June 08, 2009, signed and sealed
by Gerard J. Ferrara, P. E.
4. Laboratory compliance letter for Test Report no. ATI 70141.01-401-18, issued by
Architectural Testing, Inc., dated March 01, 2007, signed and sealed by Joseph A.
Reed, P. E.
(Submitted under NOA No. 07-0515 05)
Jaime D. Gascon, P. E.
Chief, Product Control Division
NOA No. 09-0916.04
Expiration Date: July 24, 2013
Approval Date: March 17, 2010
E -2
Jeld-Wen. Inc. (OR)
F. STATEMENTS (CONTINUED)
5. Laboratory compliance letter for Test Report no. CTLA-1019W, issued by Certified
Testing Laboratories, Inc., dated February 07, 2003, signed and sealed by Ramesh
Patel, P. E.
(Submitted under NOA No. 02-0408.01)
6. Laboratory compliance letter for Test Report no.'s FTL-3287 and FTL-3356, issued
by Fenestration Testing Laboratory, Inc., dated January 28, 2002, both signed and
sealed by Luis Antonio Figueredo, P. E.
(Submitted under NOA No. 02-0408.01)
7. Proposal issued by BCCO, dated November 03, 2008, signed by Jaime D. Gascon,
P.E.
G. OTHERS
1. Notice of Acceptance No. 07-0515.05, issued to Jeld-Wen, Inc. (FL) for their Series
"6600 Premium Atlantic Aluminum Fixed Window - L.M.I.", approved on 02/21/08
and expiring on 07/24/13.
l
Jaime D. Gascon, . E.
Chief, Product Control Division
NOA No. 09-0916.04
Expiration Date: July 24, 2013
Approval Date: March 17, 2010
E -3
GENERAL NOTES:
1. THIS PRODUCT IS DESIGNED TO COMPLY WRH THE HIGH
VELOCITY HURRICANE LONE (MAHZ) OF THE 200T FLORIDA
BUILDING CODE (FSC)AT THE DESIGN PRESSURE(S)
STATED HEREIN. THE PRODUCT DETAILS CONTAINED
HEREIN ARE BASED UPON SIGNED AND SEALED TEST
REPORTER NCTL-2UMS9 2 DATED Owng,
RATF70141.01401-08DATED0301107, RCTLA,101SWDATED
0WZMANDIIFR,3360DATED0WMANOASSOCIATEO
LABORATORY STAMPEDRENTDAS WERETESlEO IN
ACOOftOANCE YATH CURRENT OME COUNTY
PROTOCOLS.
2. ADEQUACY OF THE EXISTING STRUCTURAL. CONCRETE
MASONRY AND 2X FRAMING AS A MAIN M ND FORM
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
STRUCTURE 15 THE RESPONSISILTTY OF THE ENGINEER
OR ARCHITECT OF RECORD.
3. IX BUCK3 AND 2X WOOD FRAMING (WHEN USED) SHALL BE
DESIGNED AND ANCHORED TO PROPERLYTRANSFER ALL
LOAOSTOTHESTRUMRE. SUCKDESIGNMO
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER
ORMCHITECTOFRECORD.
JELD-WEN a
SERIES "6600 PREMIUMATMATIC
ALUMINUMMED WINDOW LMI o a
INSTALLMONANCHORAGEDETAILS a $ Q
4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION
REQUIREMENTS EXIST. USE OF AN APPROVED MIAMJ
DADS IMPACT PROTECTIVE SYSTEM IS NOT
REQUIRED.
S. WINDOW FRAME MATERUIL: 6063-TB ALUMINUM
ALLOY
6. GLASS MEETS THE REQUIREMENTS OF ASTM EIWO
T. DESIGNATION'O' STANDS FOR THE
FOLLOWING:
0: FIXED PANEL
8. A 1O INCREASE IN ALLOWABLE STRESS FOR WIND
LOADS WAS NOT USED IN THE DESIGN OFTHE
PRODICT(S)SHOWNHEREIN, WINDLOAD
DURATION FACTOR (O4.1.0) HAS BEEN USED FOR
WOODANCHORDESIGN.
TABLE OF CON IENIS
SHEET
REV.
SHEETDESCRIPTON
1
—
GENERALNOTES,INSTALUTONNOTESB DP. CHART
2
A
ELEVATIONSAANCHORLAYOUTS
3
A
ELEVATIONSBANCHORLAYOUT0
A
VERTICALAHORIZONTALSECTIONS
S
A
COMPONENTS, DOM. GLAZING S CORNER DETAILS
INSTALLATION NOTES:
1. ONE (1) INSTALLATIONANCHOR IS REQUIRED AT EACH
ANCHORLOC4TIONSHOWN.
2. THE NUMBER OF INSTALLATIONAMMORS DEPICTED IS
THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR
PRODUCT INSTALLATION.
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHW(S). MAXIMUMALLOWABLE
SHIM SIZE IS IN INCH. SHIM WHERE SPACE OF ID6 INCH
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
4. FOR INSTALLATION INTO W000 FRAMING. USE 010 WGOD
SCREWSOFSUFFICIENTLENGTHTOACHIEVE 1144 INCH
MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS W4
INCHES.
3. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE
MASONRY, OR DIRECTLY INTO CONCRETE MASONRY,
USE 3/18 WCH ELM TAPCONS OF SUFFICIENT LENGTH
TO ACHIEVE 1114INCH MINIMUM EMBEDMENT (FOR
MASONRY)MD 1318INCHES MINIMUM EMBEDMENT (FOR
CONCRETE). MINIMUM EDGE DISTANCE IS 2-IM INCHES
FOR BOTH CONCRETE AND MASONRY.
6ANSTALLATIONANCHOMAREMBELOONTEO THROUGH
PERMETER OF NAILING FW WHENAPPLICABLE.
T. MINIMUM EMSEDMENTAND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUTNOTUMJTEDT0
STUCCO, FOAM, BRICK VENEERAND SIDING.
B. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS.
B. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE LATH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THANTHE MINIMUM STRENGTHSPECIFIED SYTHE
ANCHOR MANUFACTURER
10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH
THE FOLLOWING PROPERTIES:
SI2E
GLADNOOPTIONS
DESIGN PRESSURE RATING(PSF)
IMPACT RATING
36'X62'
1, 2,3,466
a60,0 /.60.0
LARMMISSILE
IMPACT
62-1/8'X75'
I&S
450.01.63.0
48'X 86'
2
A60.01-60.0
A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.59.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF
2700 pN AND COMPLIES MATH ACI 301. AC131MS
ANDACI396
C. MASONRY-STRENOTII CONFORMANCETO ASTM
C SWAND A0163DOS, GRADE N, TYPE 1(OR
GREATER).
RcWJ.Amm,so,P.E.
FOM.P.E.Nna M
82112
MAX
0.&
D.L.O.
HEIGHT
'48' MAX. OA.
BUCK WIDTH
4412' MAX. O.
D.L.O. WIDTH
u
fry
412'MAX.
FROM
J
CORNERS
4
(TVP.)
ELEVATION &
ANCHOR LAYOUT
4SX96
FLANGE INSTALLATION
EXTERIOR VIEW
SEE GLAZING DETAIL 2ON SHT 5
FOR GLASS OPTION
I •NOTE:ADD1'TOTHEMAX.OA BUCK WIDTH& HEIGHT
IIIL FOR THE MAX. CA FLANGE WIDTH& HEIGHT.
7 1/4' MAX
D.C. (TYP.)
,112'
O.C.(
.76' 72
MAX. CA O
BUCK
3' MAX
FROM
CORNERS
(TYP.)
'52 IW MAX.0
BUCKWIDTH
49 12' MAX O.
D,L.O. WIDTH
0
ELEVATION &
ANCHOR LAYOUT
521/S X 75
FLANOHINSTALLATION
EXTERIOR VWW
SEE GLAZING DETAU S 1 & 5ON SHT.3
FORGLASSOPTION
'36' MAX. O.A.
BUCK WIDTH
331/8' MAX 0.0
1/16' MAX. FROM
D.L.O. WIDTH
ORNERS (TYP.)
IS- MAX
5l8' MA%.
O.C. (TYP-)
r8
O
1 .C. (TYP.)
4
58'
3
MAX
T
K.
MAX. O.A. 4
BUCK O.L.O.O
HEIGHT.
HEIGHT
I
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�
�
6
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8
a
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14'MAX
ua�UE
IL
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,
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LL
w
0
3'MAX j A
FROM
CORNERS 4 RODIJCI'RRVISETI
(TYP.) BY W0ePM44
ELEVATION &
ANCHOR LAYOUT
36X62
FLANGE INSTALLATION Rom4J.Amonm,vF.
EXTERIOR VIEW f6ME�FF.rvo.a9151
SEE OLAZNG DETAILS 3 & 4ON SHT.5
FOROLASSOITIONS
45. 72 S/4
MAX. OA MAX
BUCK OA
W MAX
FROM
FROM
CORNERS
(TVP.)
'NOTE: ADD 1'TO THE MAX OA BUCK WIDTH &HEIGHT
FOR THE MAX OA FLANGE WIDTH R HEIGHT.
'521/8' MAX. O.A.
BUCK WIDTH
48 7/E' MAX. OA
D.L.O. WIDTH
�MAX. FROM
C
4 CORNERS (TYP.)
,1
ELEVATION &
ANCHOR LAYOUT
52118 X75
ITN INSTALLATION
EXTERIOR VIEW
SEE GLAZING DETAILS 1 & 5ON SHL 5
FOR GLASS OPTIONS
'35' MAX. OA
BUCK WIDTH
33 314' MAX. OA
D.L.O. WIDTH
B V2' M3' MAX. FROMAX I CORNERS (TYP.)
O.C. iT1'P.) 4
81(2' MAX.
5E 3/4°
MAX.
;A OA
D
4
O
0.L0.
T HEIGHT
4
0
.
3'MAX
FROM
4
CORNERS
"P.)
ELEVATION &
ANCHOR LAYOUT
36X62
FIN INSTALLATION
IDCTERIOR VIEW
SEE GLAZING DETAILS 3 & 4 ON SHT.5
FOR GLASS OPTIONS
g
8 �
E M
AbIJ.A..PE
Fm40a PE.N.49M
11/2"MIN. EMBEDMENT
6 d0WOOD SCREW
3/4' MIN. EDGE DIST.
INSTALLATION ANCHOR
ZX WOOD FRAME
1/4'MAX SHIM
EXTERIOR FINISH
BY OTHERS (SEE
BY OTHERS
2X W000 FRAME BY OTHERS
GEN NOTE 3, SHT 1)
SHIM AS REO'D. (SEE
SHEATHING
(SEE GEN NOTE 3, SHT 1)
INSTL. NOTE 3, SHT 1)
BY OTHERS
#10 WOOD SCREW 6
PERIMETER SEALANT
3/q'MIN.
EDGE DIST.
INSTALLATION ANCHOR
1
BYOTHERS
3
SEALANT BETWEEN
1
11E MIN.
4 INTERIOR
FIN B SUBSTRATE
EMBEDMENT
W/VULKEM 116 OR
i/4 MAK SHIM
EQUIVALENT STRUCTURAL 6
3 T 1 SHIM AS REO'D.(SEE
EXTERIOR
ADHESIVE SEALANT
INSTL. NOTE 3, SHT 1)
SHEATHING BY OTHERS
6
4
EXTERIOR FINISH
BY OTHERS
T
PERIMETER SEALANT
BY OTHERS
EXTERIOR
INTERIOR
SEALANT BETWEEN
MAX. O.A FRAME WIDTH
FIN 8 SUBSTRATE
W/ VULKEM 116 OR
VERTICAL
SECTION
EQUIVALENT STRUCTURAL
R ^-
ADHESIVE SEALANr
�y1 HORIZONTAL SECTIOON
A F INSTALLATLD
FIN STALLATION
WOOD
FRAh1E SUBSTRATE
WOOD FRAME SUBSTRATE
EXTERIOR
INTERIOR
SEE GLAZING DETAILS
ON SHEET 6
4 6 SHIM AS REQ'D. (SEE
INSTL NOTE 3, SHT 1)
PERIMETER 6
SEALANTBYOTHERS
1 1X WOOD BUCK BY OTHEF
(SEE GEN. NOTE 3, SHT. 1)
EXTERIOR FINISH
BYOTHERS
F114'MAXSHIM
SEALANT BETWEEN
FIN 8 SUBSTRATE
WIWLKEM1160R
EQUIVALENT STRUCTURAL ,.
Ai •y;<,.- ,,,,,
ADHESIVE SEALANT
CONCRETEBYOTHERS
1314' MIN.
EMBEDMENT
(SEE GEN NOTE 2, SHT.18
INSTALLATION NOTE 10, SHT. 1)
.� EDGE
DIST. 2 3/1 B' ELCO TAPCON
INSTALLATION ANCHOR
VERTICAL SECTION
FLANGE INSTALLATION
CONCRETE SUBSTRATE
1/4' MAX. SHIN
SHIM AS RED'D. (SEE
INSTL. NOTE 3, SHT 1)�
3 o-
INTERIOR 4
EXTERIOR
8
PERIMETER SEALANT
SYOTHERS
SEALANT BETWEEN
FIN 8 SUBSTRATE
W/ VULKEM 116 OR
EQUIVALENT STRUCTURAL
ADHESIVE SEALANT
—MAX. OA. FRAME WIDTH—
C H(
1/4' MIN. EMBEDMENT
MASONRY BY OTHERS
(SEE GEN NOTE 2, SHT. 18
INSTALLATION NOTE 10, SHT. 1)
1X WOOD BUCK BY OTHERS
(SEE GEN. NOTE 3, SHT. 1)
EXTERIOR FINISH
6
5
m
fi
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0.
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RN ll ftw PP.
MM PE. N. 161R
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995
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GAS)
15/32' OVERALL LAMINATED GLASS
CONSISTING OF:
3/16- ANNEALED GLASS,
0.090' DUPONT SENTRYGLAS® PLUS INTERLAYER,
3/16' ANNEALED GLASS
o IN
1i/
—I_ /
GLAZING DETAIL 1
FOR 52.1/8" X 75" MAX OR SMALLER
16/32' OVERALL EAMIM
CONSISTING OF:
17 3/16' HEAT STRENGTHI
0.090' DUPONT SENTRI
3H6'HEATSTRENGTHI
4 / 4
RIOR INTERIOR
3
1
1 / 11/1B'MIN.
GLASS SITE
6
GLAZING DETAIL 2
FOR 48" X 96" MAX. OR SMALLER
Qi MAIN FRAME Q3 GLAZING BEAD i
ALUMINUM ALUMINUM
MATERIAL---F MANUFACTURER $
2.510'
6063-T6 ALUMINUM I INDALEX
STEEL I ITIN
6063-T6 ALUMINUM INDALEX .080° .870' �0.080" to m
VINYL JELD-WEN 1.730"
STEEL — I L w
SILICONE DOW CORNING L
6063-T6 ALUMINUM INDALEX a 5:
ADHESIVE SEALANT — Oq GLAZINGWEDGE Q NAIL FIN e
SOFT CEL LFOAM FRANK LOWE RUBBER R GASKET v4lNtt ALUMINUM a
11/32'OVERALL LAMINATED GLASS CONSISTING OF. 0.4 8'I H--0305' 1.380'H�0.280' J
I 11----JJ''Il 3 a
0.090" NEALED GENTRY .050° 333a C
0.090'DUPONT SENTRYGLASS PLUS INTERLAYER,
GLASS
1/8'ANNEALED GLASS o yI
OVERALL LAMINATED GLASS CONS ! '
CONSISTING OF:
I1/6°AN NEWT GLASS, 6Y
O18'AN EAUED GLASS BY DUPONT, 7
4 4 / 1/e°ANNEALED GLASS <
\ 3 zo z 3 � •.
EXTERIOR
\ INTERIOR/
4
/
op1 3/
w
1
11/18'MIN.
E
/ GLASS
BITE 6
GLASS BITE
10
6
EXTERIOR ,7� INTERIOR
6
$
1wgc4
I
GLAZING DETAIL 3 GLAZING DETAIL 5
FOR 36' X 62" FOR 52.1/8" X 75" MAX. OR SMALLER
MAX. OR SMALLER
GLASS S i
ADDUCT pSY6ED
API �Flmde
11/32'OVERALL LAMINATED GLASS
iOPLUSINTERLAYER,
CONSISTING OF: I
ANNEALED GLASS,
Dam / t
GLASS
I�--}0.090-
PVB INTERLAYER BY DUPONT. S
_
1/8' ANNEALED GLASS 7
4
4
7
EXTERIOR
INTERIOR
Rexn4Amo�mo.pa
P.E.N0ARM
1 /
\RQn
3
3/4' MIN.
1
/ GLASS BITE
I
�i
GLAZING DETAIL 4
FOR 36" X 62'
MAX. OR SMALLER CORNER DETAIL