HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
MIAMI•DADE MIAMI-DARE COUNTY
a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I1805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AID).
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 descri n 1 with the Florida Building
Code, including the Hi ocity Hurricane Zone:
DESCRIPTION: S ies "SH-700" Aluminum Single Hung Window — L.M.L
APPROVAL DOCUME r ung Window, Impact ,sheets 1
through I of 11, dated 09/011OS, with revision G dated 06/06/17, prepared by manufacturer, sigaed and
h
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp wit
the Notice of Acceptance number and n d oun uct Control Section.
MISSILE IMPACT RA G: Large and Small Missile Impact Resistant.
LABELING: Each unit sh 1 berr a permanent label with the manufacturer's 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# 16-0714.06 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 Manuel Perez, P.E.
NOA No. 17-0630.08
M1AMMADa COUNTY Expiration Date: March 26, 2021
... , �'��� Approval Date: November 30, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09/01/05, with revision G. dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
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
EdgeTM 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 previous NOA No.16-0714.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
..4) 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, 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 10/03106, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07-0322.06)
3. Test reports on: 1) Air Infiltration Test, 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. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07.0322.06)
Manuel er P.E.
Product Contro , finer
NOA No.-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 05-1018.01
5. 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. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 054018.01)
6. 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
A) 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. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
7. Test reports on:.l) 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. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
v,
1 an el ere P.E.
Product Contr 1 Exa mer
NOA No. 7- 0.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC Oh Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Sallex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC
61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL4957, YM 4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. 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. 16-0714.06)
G. OTHERS
1. Notice of Acceptance No.16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
nu r , P.E.
Product Co rot E aminer
NOA-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
i O '(SEE DETAILS ON SHEET 2)
A. 5116-LAMI C STING OF(2)LITES OF 118' ANNEALED GLASS WITH A.090' KURARAY TROSIFOL°PVB (BY KURARAY AMERICA. INC.)
AFLEX WB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. SM 6' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A
A90' KURARAY TROSIFOL°PVB(By KURARAY AMERICA INC.) OR.09W SAFLEk° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
C. 5/16' LAMI CONSISTING OF ° (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH A
.090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA, INC.) CR.090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7/16' LAMI CONSISTING OF (2)UTES OF L16"ANNEALED GLASS WITH A.090' KURARAYTROSIFOO PVB (BY KURARAY AMERICA, INC.)
OR.C90' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7116" LAMI CONSISTING OF (1) LITE OF 3)18' ANNEALED GLASS AND (1) LITE OF X16' HEAT STRENGTHENED GLASS WITH A
.090' KURARAY TROSIFOL °PVB (BY K JEARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7H 6' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WRH A.00' KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 1/8"ANNEALED GLASS WITH A
ANNEALED GLASS AND (1) LITE
.00' KURARAY TROSIFOL °PVC (BY KURARAY AMERICA. INC.) OR.090' SAFLEXA EVE INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H.1&16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 6/16' LAMI CONSISTING OF (1) LITE OF 1R'
OF1/B'HEAT STRENGTHENED GLASS WITH A.00' KURARAY 7ROSIFOL° PVB(BY KURARAY AMERICA INC.)
OR .090' SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1. 13/16' LAMI IG: (1) LITE OF 118- TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) UTES OF 11W HEAT STRENGTHENED GLASS
WITH A.090' KURARAY TROSIFO-L�° PVC (BY KURARAY AMERICA, INC.) OR A90' SAFLE]P PVC INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
J. 13116' LAM[ IG: (1) LITE OF ij8' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) CITIES OF 3/16' ANNEALED GLASS WITH A
.W0'KURARAYTROSIFOL PVB(BYKURARAY AMERICA. INC.) OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
K. 13116' LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7116' LAM[ CONSISTING OF (1) LITE OF W16" ANNEALED GLASS AND (1) LITE
OF 3116'HEAT STRENGTHENEDGLASS WITH A.090' KURARAY TROSIFOC EVE (By KURARAY AMERICA, INC.)
OR.090' SAFLEX °PVB INTERLAYER (BYEASTMAN CHEMICAL COMPANY)
L. 13116' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF WIG` HEAT STRENGTHENED GLASS
WITH A.090' KURARAYTROSIFOL P�VB(BY KURARAY AMERICA, INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M.00- KURARAY (TROSIFOL°PV BYEKUERARAY AMERICA,INC)ORAOOSSAFLEX°I PVB ISNTEIRLAYOER(BY EASOTMAN CHEMICAL COMPSANYY))ITHA
2. CONFIGURATIONS: "Or (1/1, VIEW AND RADIUS TOP, ALL Wl LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 13, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130.
CODES ISTANDARDS USED:
rE
FLORI.9UR01NO cone(FBC 5R1 EDRmION
t]90.WU__ANS3016FORWOODCONSTRUCTION
MINUMDESGNMANUAL AOtA?a15
S1aPII
360.10
NOA DRAWING MAP
SHEET
GENERAL NOTES .............
I
GLAZING DETAILS ............
2
DESIGN PRESSURES....._
3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS............
5
PARTS LIST .......................
6
EXTRUSIONS ....................
7
CORNER DETAIL ..............
7
ANCHORAGE ....................
8-11
Materiel
Min. Fr
Min. F.
Steel Scnw
B2 ksi
1Z0 ksl
Eloo UltmOon9
410 SS Elm deteFlexoP
155 ksi
1Z7.4 KSI
177 ksi
189.7 ksl
fi063-15AWIrirlum
18 ks1
22 ksi
A36 Steel
36 ksl
58 KSI
Gr. 33 Steel Stu?
33 K5I
45 ksl
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FORANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4e4S, FT44646, M4647, FTL-4648, FTL4649, FTL4650. FTL4651, FTL4723, FTL4957, FTL4958 AND FTL5063.
ANSIIAF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
O FT,D�A 6619•g6 I I I I 1 CtT I rr�re •• °..e
No. 58705
Part
Descriptor,
Material
71
Kommeding 4SG TIPS Spacer System
Sea this
72
Ouanex SuperSpacer nXT wth Hot Melt Butyl
Sheet for
73
Ouanex Duraseal Spacer
Matedals
74
Cardinal )d Edge Spacer
\ 44 I JUII I I yy GLASS SITE u REFERENCE TEST RFPORTS: FTLA711.
12-NOM. JIIIIIII1IIII IIII II �\ GLASS BITE _
\ }�4 i.�— 1B'PNNEALED OR HEAT STRENGT ENED GLASS 311C ANNEALED OR HEAT STRENGTHENED GLASS
IIL'�1 090 PVB INTERLAYER 090 PVB INTERLAYER
'1/8' ANNEALED OR HEAT 5TR NG HENED GLASS 3H1V ANNEALEDORHEAT STRENGTHENED GLASS
5116, NOM.
571 °LAMINATED GLASS 80,81 or 2 7/16" LAMINATED GLASS 83,84 Dr 85
EX
� 71 74 aTERIOR INTERIORC>
7 - U (ALL SECTIONS)
° KURARAYTROS ER
12'NOM. PVB INTERLAYER
12- NOM. GLASS SITE or
GLASS BITE 46 ASTMA CH IMERLAYER BY
EASTMAN CHEMICAL COMPANY
70 38 70
116° ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
.090PVBINTERLAYER .090 PVB INTERLAYER
1/6' ANNEALED OR HEAT STRENGTHENED GLASS 3116- ANNEALED OR HEAT STRENGTHENED GLASS
5/16° LAMINATED 7118' LAMINATED
AIR SPACE
AIR SPACE
118' ANNEALED OR TEMPERED GLASS 12' TEMPERED GLASS
113116' NOM.
3/16' NOM.
13/16" LAM[ IG GLASS W/ 5/16° LAMI 86,87,88 Or 92 13/16" LAMI IG GLASS W/ 7116" LAMI 89,90 or 91
KODISPACE
11 4SG TPS
;TRUCTUPAL
slucoNE
�v `rNr. GLAss
SUPER
Tx SPACERGNXT
u
O DURASEAL'O " XL SPACER
SPACER
toroTECRRorocrowvE "t"
_GLAZING DETAILS
ryaq aeo-two
craT.arwTx.oaree AL UM. SINGLE HUNG WIN
awro Full 1 2 + 1f
NOTE
LAW IG OUTBOARD
LITES MAY BE
UPGRADED T03116'
WITH NO CHANGE IN
DESIGN PRESSURE.
* NO.58705 -
''�S;oNAL
IMPACT A LWAIWII.K P.E.
404D.2D G FLP.E.#58705
1N FLANGE OR INTEGRAL FIN WINDOWS
1 HIGH SILL OPTION
TABLE 1.
BASED ON FLANGED WINDOW TIP -TO- P FRAME DIMENSIONS
WINDOW HEIGHT
631.
66" 68.1
70"
72"
74"
76"
dg••
A,B,M
0.0
4
.0
-80.0
+BO.0 1
40.0
1 +80.0
-80.0
+80.0
11 A0.0 I
+80.0
I•80.0
+80.0
-B0.0
•
A,B,M
+BOD
.80.0
+80.0
-60.0
+80.0
.80.0
1 +80.0
-60.0
1 +80.0
-80.0
+80.0
62"
A,B,M
+80.0
4L0.0
+80.0
-80.0
+83.0
AB,M
+80.0
-80.0
+BO.0
63 V11"
UPT063118"
C,D,E,F,G,H,LJ,K,L
+BO.0
-80.0
+80.0
-B0.0
+BD.O
E0.0
+80.0
4X1.0
+B0.0
4t0.0
+80.0
430.0
+BD.O
E0.0
STANDARD VIEW & RADIUS TOP
BASED ON FLANGED WINDOW
FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2.
TIP -TO -TIP FRAME DIMENSIONS WINDOW HDGHT
WIDTH GLASS TYPE
48" A,B,M
60. A,B.M
52" A,B,M
60118" A,B,M
TO53118' C,D.E.F,G,H,I,J.K,L
38
,+80.0
+80.0
+W 0
+80.0
+BD.O
318"
-80.0
-60.0
-g0.0
-80.0
-80.0
44"
+80.0
+80.0
+80.0
+80.0
+813.0
-80.0
-80.0
-80.0
-80.0
-80.0
60
+80.0
1 +80.0
+BO.O
+80.0
+80.0
616"
-80.0
1 -80.0
-80.0
-80.0
4)0.0
B3"
+800
1 +79.9
+76.9
+75.0
+80.0
-80.0
-79.9
-76.9
-75.0
A0.0
72"
+70.0
+7D.0
+70.0
1 +68.0
+70.0
-70.0
-70.0
Au
74"
+70.D
+68.8
+66.7
.70.0
"S
.68.7
76"
+70.0
+67.6
+65.5
-70.0
.67.6
-65.5
CUSTOM -VIEW RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3.
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W! SASH = 76" FLANGED AND ]5" INTEGRAL FI14
WIDTH GLASS TYPE 17 V8" 2211/16" 28 3/16' 33 L4" 39 6/16" M 13/16" W 318" 6516116"
63 118" D,E,F,J,K,L° +g0.0 A0.0 +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
PORTS TABLE 4.
TEEq
GLASS TYPES:
A. 5/16' LAMI- 1/6"A.D90.1I8"A)
FT, 4648, 4723. 4957
B. 5116" LAMI- 1/8"A,.090,1/6"HS)
FT, 4648
C. 611F LAMI- 1/8"HS,.090,1/VHS)
FT, 4648
D. 7116• LAMI- 311MA,.090, 3/16°A
FT, 4885
E. 711V LAM) -(3H6•A,. NO, 3116°HS
FT
F. 7/16" LAMI- 16"HS,.090, 3116 HS)
F
G. 13116• LAMI IG - Ve" T, Alft SPACE, S16" LAMI/8'A)
F, 4723H.
1ffit6"LAMI IG-1/B'T.AIRSPACE,5/i8"LAMI-(118-A..C90,1/WHS
FTI.
13116'LAMI IG-1/8•T,AIRSPACE,5/16°LAMI-(1I9'HS,.090.1/6•HS
FIJ.
13116- LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI-(3N6•A..090, 3/16'A
F9, 4650K.
1311W LAMI IG-1I8° T, AIR SPACE7/16' LAMI-(3/16"A,.090, 3H6HS)
F9, 4650, 4958L.
13116-LAMI IG-1/B'T, AIR SPACE, 7/16"LAW-(311THS,.ON 9/16HS)
FTB, 46MM.
JW16"LAW IG-IN-A.AIRSPACE.5/16'LAW-(IIVA,.090, t/g"A
3 .
t MEETING RAIL -
•)° SASHTr
rt6i
wk.
I�MINUS
SASH
XIT.KT' r51�SH
1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOAPOSITIVEDESI PRESSURE OF+64.0 PSF OR LOWE SHOWN IN TH BLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2.FOR IMEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLESB DUCTING t'FROMT GED P-TO-TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SR' MINIMUM TO 38• M
4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY a.xx
5. REFER TO ANCHOR QUANTITY TABLES 5.8 FORADDITIONAL OP 1=7.:rE- Oerve
LIMITATIONS. N..F .. 1. F�� DESIGN PRESSURES
R°tl1PAIBL _
CMLOFAU T8198
shoo I NTS 1 3 ✓ 11 1 4040-20
V/-
Ilz
No. 68705
+�. 1 17
NAL
A. LYNN ILLER, P.E.
FL P.E.N 58705
'
I 49 SIB- MAX. F[
DLO (ALL)
SEED
O
TABLE
A LE T— j
TABLE X
118' MAX FLANGED WIDTH
521 'MAX.I.F.WIDTH
o-�
( 75'
I F.
p 4 H HT
MAX
SASH
ENT DLO(ALL) j DETAIL
DETAIL A VIEW (STANDARD SASH)
E--I
B
7S AX � I 75' PN
F
E-J HEI. I
SEESEE
DLOTA
TABLE
O jNGEDIIL
MAX
E20'EE
I
WOLO
TABLE
X j
SASHHEIGHT
DLOGEEDLO
DETAIL E
DETAIL D
RADIUS
TOP (CUSTOM SASH)
VIEW (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL BECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
B 8 C) ARE BASED ON
ATHREE OVER TWO FORMAT.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS
CERLOFAIIIH W
DETAIL C '
RADIUS TOP (STANDARD SASH)
PRODDCTREVLSFD
NO.58705 cP
=v[Ll t
ILUM. JOVLYLC nulvu rrnrvv... ..... ..... A. LYLM MILLER P.E.
sw7ro MS 4 • 11 4040.20 G FL P.E.#58705
F I
AX
FIXED
LITE
DAYLIGHT
OPENING
OUTSIDE
VENT
INSIDE
SECTION B-B
(LOW SILL SHOWN)
7,BOR17
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6- FROM EACH SIDE OF:
INSIDE I I MAX VENT DAYLIGHT OPENING
—
VD
NOTE: BALANCE PARIJ U'.
BASED ON SASH WEIGHT
9,10,11,15,16
mL -.
I • ,� 2Arrll inLl�
i -�� �
—MAX FDU D LITE DAYLIGHT OPENING � I OUTSIDE—��
MAX WIDTH
I SECTION A -A
INTEGRAL FIN (I.F) FRAME SECTIONS INSIDE
47
2.946
HIGH ftk-j
SILI ekLOW
OW
1514E
49 HIGH SILL HEAD
(LOW SILL)
ULTRALIFT
ONLY
wl)"o-im
C LOFAITl8
saro9 I Hall 1 6 • 11 1 4040-20
A. LYNN MILLER P.E.
FL P.E.k 58705
fffNl
pyi(L# DESCRIPTION
PGT#
60
1635 SCREEN SPLINE-.135 DIA HARD
61635K
61
SCREEN CLOTH
61816
63
505 GLAZING CHANNEL 1.688 X.500)
65334D2
64
1161 #B X 1.000 PH. BUGLE TEK
706X1
67
68
GLAZING TAPE, 1116 X IM-7116 LAM
4051A SASH BOTTOM RAIL (HIGH SILL)
62BVISIO
64051
69
4050A FLANGE FRAME SILL (HIGH SILL)
64050
70
SILICONE, DOW 791. 899. 995 OR GE 7700
80
A GLASS. Ism' LAM (1 B'A.090 PVSA B'A)
81
B.GLASS,5/16"LPM, iB"A_090PVB,1B"HS)
82
C. GLASS, 5/16" LPMA llS-HS,.09U P\M,1/8 HS)
83
0. GLASS, (11, LAM, (3/16-A.090 PW.3115"A)
84
E. GLASS, 7/t6' LAM, 3/16"A.090 PVB,3f16'HS)
85
F.GL/55,7116 LA^AI,(3/I V'HS,.091) PVB,3/16'HS)
88
87
G.GLASS,13/16"LAMIIG: 1/8T,AIRSPACE,5/16'LPM.(1/B'A.090 PVB,1B'A)
H. GLf55, 13116"LAM IG.I/8T,AIR SPACE, Wig' LAM, (1/9'A.090 PVE,1B'HS)
88
89
90
I. GVSS, 73/16' LAMI IG; 118T, NR SPPCE, SH6" LAMI, (1B'HS,.09D PVB,1B"HS)
J. GLASS. 13/i6" LAM IG: 1BT, AIR SPACE, 7/16" LAMI. (3116'A.090 PV......'A)
K GLASS, 13/16° LAM IG; 11WT, NR SPACE, 711W LM I, 0116"A.090 PVB,3/16'HS
91
92
L GLASS, 13/16' —,.. G;11 T.PIR SPACE, 7/16" LAN4 (3H6"H5,.080 PVB,3/76'HSI
MGLASS,13f16"LAM IG:1le°A PIR SPACE.5/16°LPM,(1B'A.090 PVB,1B'/Q
I2.784
062
47 FRAME, I.F. HEAD
#4071A. 6063-T6
49 FRAME I.F. HIGH SILL
#4073A, 6063T6
O FRAME, I.F. LOW SILL
#4072A. 6063.TB
THICKNESS
50 FRAME, I.F. JAMB
#40748, 6063-T6
(USED AS RADIUS TOP HEAD)
CERMQFAUTIfM I LJ I """'•--'
cmrwor,remr
s sN7D9 NTS B > 11 40462D
' gNN1y
10ENSF:/�C �
No. M705
pO � ST O /,•��
2.784�
,L062
O FLANGE FRAME HEAD
#4002A. sofis-Tfi
O FLANGE FRAME JAMB
iM004,6063T5
(USED AS RADIUS TOP HEAD)
�- 11.Aq
342
0625
.062
2.8W 2.330
F�2.784—�1
O FLANGE FRAME SILL (LOW)
#4003C, 8063T8
.06] A90
r.738
.04D
OSASH STOP
#4025. 6083T5
SASH STOP COVER
17 #4053, 6063T5
I.-2.328�1
--2279-1 I T
1.979
082
FIXED MEETING RAIL O SASH TOP RAIL
21 23 Ik006C, 6063H5-TB
P4D540. 8063HD-T6®
69 FLANGE FRAME SILL (HIGH)
#40500. 80fi3T6
I.F. FRAME SEALANT ALONG ENTIRE JOINT
1 Of 47 /,-^ "\ II�I.F. FRAME
5 Of bL
1 II III / WELD
ALONG
6 0750 SCREW
SEALANT OR GASKET BOSS (2)
AT HEAD AND SILL
I
VIEW D-D VIEW E-E
(,11 &VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION _
�1.,65 r-- 478
1.0,6i^-'i-T
'm 19 41 GLAZING BEAD, 5116"
,14039B, fi083-T5
31 SASH SIDE RAIL
#4008, BOfi3T5
28 SASH BOTTOM RAIL(Low)
#40W.60fi3.T5 050
SASH BOTTOM RAIL (HIGH)
68
f14051A, 6063-T5
(941)40 1=
MRT.OFAU Vb'1�
t 17 78
T
44 GLAZING BEAD 7116"
#4222, 6063T5
i
678
1.098T
42 GLAZING BEAD, 5116"
#4044B, 063-T5
(USEDWI GRILLKIT)
I
.050 &II.678
46
1.115-"1 -T
45 GLAZING BEAD, 7116"
#985C, 6063T5
(USED IN, GRILL KIT)
1�
.683
6q>4p HBI/ 1 7 11
No. 58705
;POD_ f:jr
2 DETAIL
IMPACT a CP/p�Np E\
4DW-20 G FL P.E.#58705
i
1CHDR QUANTITIES FOR III FLANGED WINDOWS 1. ANCHOR TYPES: 1-11- ELCO ULTRACONS OR 012
WI HEIGHT SCREWS INTO METAL
IBSTRATE: 26fiO3 34.603 40.603 4. 52.fiO3 2-114'ELCO SS4 CRETE-FLEX
58.603 64.603 76.000
3-#12SCREWS
ICHOR TYPE: zc±� I. zln� z i�U z z�� z zwU z Z�� z iANCHOR
14DOW GLASS NLULJJwO^ONOry O^O NUwO^ONU�O`Oty O`�U'-VNOwU^UNyOp7 lvU�UwOI`1U^� 2. FOLLOWING DIMENSIONS.
THE
NDTH TYPE 5 U U U U HEAD-18112' MAX. FROM TOP CORNERS
1 1 1 1 1 1 1 i 1 1 1 1_. . 1_ _ 1 1 1 1 1 JAMBS- 1712' MAX. FROM TOP CORNERS
--- --- - -- - -- - l �T - _.r. 15- MAX. FROM BOTTOM CORNERS
H,I,J,K,L ,1 2 1'',i 111 t2 1;1 1�,2 212 1,2 22 2j2 2j2 2 2 2;2 2�2 2I2 2I2 2�2 2;2 212 2T2 22 2;3 212 3,3 6•MgX, BELOW MTG. RAIL
19.t25 1 1 1 1 1 7 1 1 t 1 1 1 1 1' 1 1 1 1 1 1 _1 1 1 1 SILL- ANCHORS NOT REQUIRED
M �I
qB' 112 171 1!1 l,2 P.1 1i2 2�2 1!2 212 2,2 2,2 2{2 2;2 2 2 2 2 212 2;2 2:2 212 212 2,2 2i3 2 2 3 3.INSTALL ESPER USING
THE
CIMENSIN ANCHOR
C,D,E.F,G, 1 t 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1--� •� _., 1_-,1-_"'1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF
H,4J,K,L 1;2 1`1 iT2 1 2 L2 112 2�2 712 2�2 2t2 212 2j2 2!2 2I2 2 2 2 3 2t2 2;2 23 2j2 23 3,3 2j2 3,3 NOTE z,
24.000 1 1 1 1 1 i 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
qB,M tr2 1{t 1�2 i{2 i'..2 1i2 22 1�2 2 2 2;2 2 2 212 2;2 2'2 2�2 2T3 2!2 2I2 2�3 212 21,3 3{3 2T2 3T3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1'LESS.
... _ -_. r
WN
H,I,J KL 1!2 1i2 2jY 2;3 1.2 2,2 2�3 ill 213 23 2�2 2 3 2'3 212 2j3 3j3 2{2 313 3 4 3 2 3.3 34 3I3 4 4 5.52e BLOCKS OFT HEIPDJACENT TABLE WITFIA
32C� 7 1 1 1 t 1 t 1 1 1 1 1 1 1 i 1 1 1 1 1 1 _7- 1 -1 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE
MAXIMUM DESIGN qB,M 1!2 � 2'2 2 pT3 1 2 2I2 2i3 112 2 3 2i3 22 2 3 2 3 2j2 2i3 313 2 2 3I3 3 4 3 2 3t3 3i4 3 3 4 4 OF ANCHORS SHOWN PRESSURE QUANTITY
N BOLD. OTHERWISE,
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
H,I,J,K,L 2i2 1r2 2{2 2�3 112 2`3 23 22 2{
3 23 2�3 3T4 2 3 3 33 4 3 3 3{4 3j5 3 3 4�4 SIZE AND GLASS TYPE IS AVAILABLE.
3700 1 1 2 1 1 2 1 2 1 2 2 1 2 2 7 2 2 1 2 B. REQUIRE 4, SHEET 11 FOR METAL SUBSTRATE
. _ I_. _ r ,._ .. ___ ,._ ......... REQUIREMENTS.
qBM ;2 1�:2 2�,2 2 3 112 2i3 2i3 2 2 13 2j3 2'2 2i3 2i3 23 2'3 314 23 3,3 3j4 3 3 3;4 3'5 3j3 414.
i
79
40DDD H,1 J,K,L 2 2 1 2 2 2 2 3 2!2 2 3 2�3 2 2 2 3 2�3 2I3 213 2;4 2i3 3T3 3I4 2 3 314 3 5 3 3 3 4 415 3 3 4 4
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 r _? - TABLE KEY:
A,B,M 2 2 P2 2{2 2'i3 22 2i3 2j3 2i2 2�3 2T3 213 2�3 214 2'3 313 3;4 2:3 3I4 3�5 3,3 3 4 4T5 313 414 max PSF
PSF 79 (DP LINQIED) !1B
44.000 H,I,J,K,L 2 2 2�2 2�2 2 3 212 2T3 213 212 33 2j4 el3 3 3 3%4 23 3�3 3I4 2�3 34 315 3'3 374 4{5 34 4,,5 HEAD
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2_ 2, 2.. -2 JAhMTG'RO� 2 3
2 2 2i2 2 2 23 2j2 2.3 2{3 212 3,3 2.4 2 3 313 3,4 2;3 3{3 3, I I JANB BELOW eBDouer BBv�s�E�
awmply'a,8^'l
omlamgooJc
MTG. RAIL ayicfj. Db-30.0,z1
PSF 79 79
48.000 H,(J,K,L 2 2 2!2 2 T 2T3 2 2 2 3 314 2:3 2 1 3 314 3�5 3�3 3I4 3;5 3�3 4.5 46 3 4 5I5 (FULL DP) oy
2 2 2 2 2 2 2 2I 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2_ 2_ HEAD 2 14. Deaerma,u
qe,M 2 2 22 2 2 2�3 212 2i3 3�4 e13 313 3 4 2,3 3{4 314 2{3 3J4 3!5 3(3 34 3115 313 4i5 4!6 3{4 515 JANB ABOVE 2; 3
PSF 72 78 79 MTG. RAIL .Ill lIV LYN
2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB BELOW ?�aOl1cEN
C,D,E.F.G, 2 _ __-_"' -_ _...— ._.- Q'
_ _ _ _. _.._._...,., r_...._. __ .,(..
!F
53.125 H,I,J,K,L 2 2 2,2 2 2 2 3 2 2 2!3 314 2,3 314 3!4 2 3 314 3,,4 3i3 3 4 3 5 3'3 4.4 4 6 314 4;5 4'6 314 5!6 MTG. RAIL : *,i No. 58705 :P
2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 SEE TABLE 1 FOR -
qB,M 2 _2,_ 2 2 _2,- _ -, ,T_ _s._ -. .. _� -._. ._T . _ ... __ _ _. _.— _ ._.. FULL DP -
2 2 2�2 2 2 2 3 2'2 2;3 3i4 2 3 3I4 3!4 2j3 3,4 3j4 3;3 3�4 3,5 3',3 44 4!5 3i3 4'5 41fi 314 4�5
101„.vex",o'e n�xzDrs"E ANCHORAGESPACING, 1/1 WINDOWS 'l` `' e��
leap<ewam
,„ ALUM,SPIGLEHUNGWINDO�W. IMPACT ar 0.LSNAL RIa.`
JR'�' ) "'0 NO CµWGES TNIS9NEET. wwsvoE°c'wre sn4o ewe NrSj B e 1f 4040,W G FLP.MEI.1#445F8705
QUANTITIES FORSTANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
II 19.125 HA B ML
24.D00
^•'•'•^
1 T I"
1 �
A,B,M
1'-
11 1
PSF
88
32.000
H.lAK,L
1 1 1'1
1 1
A,B,M
111i1
PSF
59
C,D,E.F,G,
1 1
37.000
H,I,J,K,L
1 1 111
1 w
A,B,M
1 1 tit
PSF 54 79
C,D, E,F,G,
2 2
40.000
H,I.J,K,L
1 1 1
2 2
A,B,M
1 1 1 '
PSF 49 79
C,D.E,F,G, 2 2
44.000
H.IAK,L
1 1 1
A,B,M
_1 .2
48.00
531254
79
2
2
413!3k,4
CERT.OFAUIR.�
3
1. ANCHORTYPES:1-IWELCOULTRACONSOR#12
SCREWS INTO METAL
2-1/4' ELCO SS4 CRETE-FLEX
3-#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD -16 1f2' MAX. FROM TOP CORNERS
JAMBS -17 W' MAX. FROM TOP CORNERS
15' MAX. FROM BOTTOM CORNERS
6- 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.
S. DESIGN PRESSURELIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
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.
6. SEE NOTE 4. SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
i
TABLE KEY:
JANB ASOVEU
MTG. RAIL
JANB BELOW.
MTG. RAIL
414 414 4T3 5',4 414 4'3 5'f4 JANB ABOVE 212 YLYN
MTG. RAIL pN,-....
a 41i
3 3 2 3 3 2 3 - JAMB BELOW �-
414 5T5 4!3 514 515 4'3 5`4 MFG•�L No. 58705
*i _
2 3 2 3 3 2 _3 SEE TABLE 2 FOR _ /; *-
_�_-.- r _ _ _.. FULL DP
9 d 11 1 4040.20
--N
ANCHOR QUANTITIES ABOVE MEETING
SUBSTRATE: 17.125
ANCHORTYPE: m0"Z Zm0"Z
WINDOW GLASS avp
WIDTH TYPE 3
24.00o K,L j -j "j
MIL
22.668
ZmO"Z
S
2 22
HEAD S JAMBS
W WOOW HEIGHT
23.211
Z.'?O"Z
S
2 2 2
CUSTOM
MINUS
33.754
2 2
FLANGED
SPSH
2m
7
WINDOW
HEIGHT FROMTABLE
39.298
Omz Zm0"Z
3 2 3
3
HEIGHT MINUS
e.
44.839
Z"'!O"Z
3
3 2 3
4 3 4
SASH HEIGHT
50.382
ZmgO"z
3 3 3
4 3 4
TABLE 7.
55.925
2
3 3 4
5 3 5
PSF
K,L
78
_..Z_
_ 2
�..
2 ...?_
.�?--
PSF
40.000 D.E.F.J,
2
2
79
2
79
2
2
79
2
-
2
2
79
2
2
2
2
2
2
2
2
2
2
2
2
-
2
PSF
44.01>0 O,E,F,J.
79
2
2
76
2
79
2
2�
2
2�
77
2
2
79
2
7
2
3�
79
2
3
,2
4
2
4
79
2-
4
4
3 5
4
3
5
6
4
5
5
4
8
PSF
48.OD0 D,E.F,J,
KL
PSF
63.125 D,E,F,J.
KL
78
2
4
71
2
1
78
2
70
2
78
2
79
2
71
2
79
2
2
73
2
3
4
77
2
4
4
76
2
4
69
2
5
37.
5
2
23-
4
2
5
3__
6
'
2_2.
6
6
3.
6
_2,
5
7
6
5
7
i
79
2
1
63I
2
2
7f
1
2
I79I
2
el
3
1 74
3
1
3
3
166
1
1
2
2
2
3i
3
4
4
WINDOWS BASED ON SASH HT
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1-114- ELCO ULTRACONS OR 01Z
SCREWSINTOMETAL
2. 1/4- ELCO SS4 CRETE-FLEX
3-012 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD- IS 12' MAX. FROM CORNERS
JAMBS -1712' MAX. FROM TOP CORNERS
11 12' MAK 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. USETABLE7.FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM Vi EW
WINDOWS ARE 12 E18' MIN. TO 3B° MAX.
5. 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 SOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A 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.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS.
TABLE 7. KEY:
MAX. PSF SEE TABLE 3 FOR
(DP LIM7ED) 112 FULLDP
HEAD ?
JAMBABOVE 2
MTG. RAIL
iTMTE.
12.776
16.776
18.776
21.776
24.Ti6
27376
4un°
(FULL DP)
iOR TYPE.
o O
O
o
O
O
o
o
z
z
o o
m, o" z
O
Z
R o"
i
i
++ o"
z
z
r± o"
z
i
m o"
p
�5
z
S
,_ i
HEAD 2
_
JAMB ABOVE 4..
N®TM
2
2
2
2
2
2
2
2
2
2
2
2
MTG. RAIL
79.125
1 1 1
2
1 2
2 i 2
2 2 2
2 2 2
3 2 2
3 2 2
2
1
1
2
t
2
2
2
2
2
2
2
2
2
2
2
3
TABLE B. KEY:
PSODCCTrt VISF
24.000
2
3
2
2
3
2
3
3
2
3
3
2
3
4
2
3
4
DNI�"4mp1'mgsFlu6�
32000
2
t
2
2
2
MAX PSF79
3
3
3
3
3
3
4
3
3
4
3
4
(DP LIMITED) 112
6q4 Da
37.000
2
1
2
2
2
2
3
2
3
3
2
3
JANB BELOW 2
MTG. RAIL
Br
M om`P`°mff
74
4 3 4
3 3 3
4 3 3
4 3 4
40.ODO
2
2
2
2
2
2
3
2
3
3
2
3
•``,AON....... N
78
44.OD0
2
2
2
ae
2
2
2
3
2
3
3
3
3
4
3
3
4
3
4
5
3
4
5
5
3
3
4
4
(FULL DP
JAIJB BELOW 2'
MTG. RAIL
: 'JGENSF
No. 58]05
72
78
4
4 3 4
5 3 4
48BDO
2
2
2
2
2
2
3
2
3
4
3
3
4
3
SEE TABLE 3 FOR
= V
58
66
72
53.125
73
_
.,
n
9
1
.1
3
4
3
4
4
3
4
5
3
4
5
3
5
5
3
5
FULL OP
CRT.OFAUTH. M 1 I Div,... v... �._..
LJ uwoe
JRK I7 G F�GLWGES MISSHEET. rumwrem�. a n� FL P.E.r158705
Y c�.a AT7S 10 + 1f 4040.2G G
EXTERIOR INTERIOR*
ANCHOR
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-OADE COUNTY
OR I/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
1-3/4-MIN.EDGE WOOD
(ALL HEAD AND SILL DETAILS) (SEE NOTE 283
(ULTRACON ANCHOR) )
APPROVED I/4- ELCO ULTRACONS
CONCRETE EDGE IS1 arW GONG, 2-12'E.D.FOR
2-1/2' MIN. EDGE CONCRETE ANCHOR aWOOD BUCK
ULTRAG NS AND C CMU CRETEFLE INTO
SCREWS (GS).
IN INTO CMUAND UNTY, USE%#12INTOEELS
IN MIAMI-0ADE COUNTY, USE
E NOTE 1 8 3) 1' MIN. EDGE
(CRETEFLEX ANCHOR) (SEE NOTE 3)
APPLICATIONS
2. FOR WOOD APPLICATIONS
FOR WOOD NL CM
1/2' CO M
1/4• SS4 CRETE-FLEX FOR DETAILS B 8 D OR 0.131'O x 2-12' COMMON NAILS
IN MO
5-07 Z (8d)) BO PENNY SS ZINC COATED COMMON NAILS, TYPE 1, STYLE 10--FIN MOUNTED
3.35 KSI MIN.
CONCRETE , • 13/4' MIN
ONLY (SEE DETAILS E. F AND G THIS SHEEfJ
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE
1 3)8"
Ix o MIN.
TOTAL THICKNESS IS LESS THAN V2'. 1x WOOD BUCKS ARE OPTIONAL IF UNITCAN BE
CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
OPTIONAL
K
WOOD BUCK o
INSTALLEDOIRECTLY TO SOLID
1 in' THICK I R GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
( SEE NOTE
V4•
ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION.
THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
t4"
MAX MA%.
4. FOR ATTACHMENT TO ALUMINUM,
8DO3T5 AND A MINIMUM OF 1/e"THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS,
SHIM SHIM
DETAILB
THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045-
MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
DETAILA
THICK. THE METAL STRUCTURAL
SUPPORT TO THE WINDOW FRAME SIMILARTO THAT SHOWN IN THESE DETAILS FOR 2.
TYPICAL FLANGED HEAD ANCHORAGE
WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
1-1 /4'MIN. EDGE 1-W4' MIN. EDGE(ULTRACON INTO GONG)
EOGE(ULTJCRETEFLE% INTO CMU B CRETEFLE%INTO CONC.)
ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
2.1n"MIN.
1-V4'MIN. ED
13f8"
S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
ANCHORS, WHERE REQUIRED, MUST HAVE#12 TRIMFIT HEADS.
1/4"MAX.
'R 1 MIN•
tf4'MAXSHIM�III Vim--
FLAT HEAD
7.MATERIALS, INCLUDING BUT NOT LIMITEOTO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
�a IIIIIIili.,e_.... ...��o nucuna I D 1-MINEDGE
FLORIDA BUILDING CODE
FH BELOW MEETINU
RAIL. (SEE NOTE 2)
.1 T 3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
L1xBUCKOPTIONAL WITH SOLID CONCRETE OR LLMEM
CMU SUBSTRATE (SEE NOTE 3) DETAILD
DETAIL C
TYPICAL FLANGED JAMB ANCHORAGE
tlb' SIe'MIN
2-1n' EMBEDMENT MAX. SHIM _
III --WOOD FRAME i
.131' DIA MIN.
x 2 in" NAIL,
AT CORNERS
AND 5' O.C.
2-1n"
PH BELOW Mee I INti
RAIL (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
v
FRAME
.131- DUL MIN.
x 2ll2- NAIL,
AT CORNERS
AM S.O.C.
.1 DUI. MIN.
1I4' 12
2 112' NAIL,
MAX AT CORNERS
SHIM AND S'O.C.
DETAIL F, (HEAD) DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
CERT. N I.UM. W 8
1/4'
MAX.
SHIM
FRAME
* :. No. 58]p5
DETAIL G, (SILL) _
STA EOF (V
�HORAGE DETAILS SS,+"70RIOA,
/ .. G�
JIM. SINGLE HUNG WINDOW, IMPACT A'I,o mILL�'R P.E.
nM NTS i1 + 17 �p4040-20 G FL P.E.#58705
SCANNED
BY
St. Lucie County
M IAM I DADE MIAMI-DADE COUNTY
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The 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 building code.
This product isapproved i e erem, anc tas eeu ly w th the Florida Building
Code, including the Hj6 Velocity Hurricane Zone.
DESCRIPTION: Serif '-5520 Vinyl' PVC Fi —
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through I 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., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date iami-lea County Product Control
Section.
MISSILE IMPACT RA(ING: Large and Small Missile Impact Resistant
LABELING: Each unit shall-bza &; — nPnt label with the manu€aet 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# 16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0614.09
rt1an1•onoe counlTr Expiration Date: Apri130, 2020
royal Date: October 26, 2017
li% f iel J�% Pa
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.14-0930.25)
2. Drawing No. M11-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets
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.
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® NXTTM spacer system and XL
EdgeTM 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 previous 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-5t°
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
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuel P rez, E.
Product Control xa Diner
NOA No. I - 614.09
Expiration Date: April 30, 2020
Approval Date: October 26, 2017
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/18.
4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20.
5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 09/15/16, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5rn Edition (2014) and FBC
61h Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal issued by Product Control, dated 6/26/14, 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. 16-0629.12, issued to PGT Industries, Inc. for their Series
"PW-5520 Vinyl' PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring
on 04/30/20.
Manuel ei",P.E.
Product Contrqpaminer
NOA No. 7-0614.09
Expiration Date: April 30, 2020
Approval Date: October 26, 2017
E-2
GENERAL NOTES: SERIES 5520
IMPACT RESISTANT VINYL FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY MTHTHE REQUIREMENTS CF
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCTTYHURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WNO-BORNE DEBRIS REGIONS.
FOR INSULATEDGLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD B. SEE_
LITE (CAP) MUSTTEMPERED. SHEET3
3) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY. USE ONLY MM&N-DADE COUNTY
MPRDV50 MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE, ASTM GAS CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER
ANCHORTYPE.
4) ALL WOOD BUCKS LESS THAN I-1Q• THICK ME TO BE CONSIDERED IX INSTALLATIONS. f
+X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.W000 I
BUCKS DEPICTED AS IM ARE +-1Q' THICK OR GREATER. IX AND 2X SUCKS (MEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCNRE.WD006UCK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR q
ARCHITECT OF RECORD. (AOR)
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL OPENING OR
STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL SEALINWI.ASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX .1
SCOPE OF THESE INSTRUCTIONS. SIESTA
a1
B) MAX LSHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE RITHENG PRODUCT
ISNOT ADS. FLUSH TO THE SUBSTRATE. USESHIMS CAPABLE LY TRANSFANCHORED
TO
APPLIED
LOADS.WOODBUCKS, HOTHERS, MUST BE SUFFICIENTLY PNCNOREDTO RESIST LOADS
IMPOSED ON THEM BY THE WINDOW. g _
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUOTUR CYCLETEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM El NO.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUMPAL CYCLE TEST
PRESSURE. FRAME ANALYSIS AND GLASS PER MINA E13M.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
MAX BUCK MOTH SEE TABMS413 _...I
(SHORT OR LONG SIDE) I
MAX O.C. SEE
r—_r- TABLE'""
TMAX
A SEE
SHEETS
S•MAX. ---I I--
._.
IMPACT RATING
DESIGN PRESSURE RATING
LARGE&SMALLMISS&E JvWESPERGLASSTYPE.SU
IMPACT RESISTANT
I TABLES4.13. SHEETS 6-10
MAX BUCKMDTH SEETMUES 49
�-I (SHORT OR LONG SIDE)
SH. SEE —j I MAY. O.C. SEETABLES 4A
VISIBLE
LIGHTMOTH
II VISIBLE
C (H LIGHT
HEIGHT
!f
SEE J
AB ESJill
a9
Dr- tz$•MAX. —
TYP. INTEGRAL FIN & J-CHANNEL
FRAME(90°CORNERS)
(ANCHORED THROUGH NAIL FIN)
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHEWNDLOADS
fi•MAX
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-ln%STRESS NGREME
BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR
HAS NOT MAX O.C.
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORSTHAT COPE INTO SEE TABLES
CONTACT WITH OTHER DISSI MBAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE /413
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE
-
9) METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER \
MAX. D.C.
SEE TABLES
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED SYTHE AUTHORITY HAVING
VISIBLE
413
JURISDICTION. LIGHT
/
HEIGHT
REFERENCES: TEST REPORTSI ELCO LE%NOA
/
DOOR PROFILES, LTDOHITE&
WONTED ANC DOORPROROS,LTD WHITE&
ELCOAGLIGHTETOfl NOS: WINDOW
EL
MIGHT.
SHADES OF CAP COATED PVC EXTRUSION NOA'L NATIONAL DESIGN
BRONZE OF CAP
/
SEE
HEIGHT, SEE
SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIAF&PA NDS B ALUMINUM DESIGN MANUAL
CATION F
TABLE' 49
11)'PVB' =.09V TROSIFOLO PVB BY KURMAY AMERICA. INC. VISIBLE
LIGNT WIDTH
(LONG OR
SHORTSIDE)
-SW =D90'SENTRYGIASO INTERLAYER BY KURARAYAMERICA. INC. 1
FRAME• GLASS & ANCHOR
OPTIONS ..........
INSTALLATION, FLANGE &
EQUAL LEG....- .................._3
INttAN ATIDN. INTEGRAL FIN &
TABLES" y// I
VISIBLE
LICH
HEIGHT
VISIBLE
uGMMOTH
VISIBLE LIGHT FORMULAS I I I
WIDTH:BUCKMDTH-4-WIW T- +I fi•M4X 13S 1^ O.GSEETASLESa9
MAX. O.C.
HEIGM: BULK HEIGM-43H8' I� MAX
SEE TABLES 4I
CODES (STANDARDS USED: MAX BUCK MOTH SEE TABLE5413 MAK BUCKMDTH SEE TABLES 49
F.MSIJ�&PA
IDA BUILDING CODE(FBC), GTH EDITION (SHORTOR LONG SIDE) (SHORTOR LONG SIDE)
IDA BUILDING CODE(FSC), STH EDITION TYP. EQUAL-LEG/BOX& TYP. INTEGRAL FIN&
0009 J-CHANNEL FRAME (CURVED OR
PA NOS3015 FOR WOOD CONSTRUCTION FLANGE FRAME (CURVED ANGLED CORNERS)
MDEGIGN15 FOR ,AOD CON OR ANGLED CORNERS)ISI+2(ANCHORED THROUGH NAIL FIN)
10
1 US -MAX
C,SEE
SHUT 4
MAX BUCK
HEIGHT,SEE
TABLES 40
(LONGOR W
SHORTSIDE)
m
of
❑JO
ZLLm
0 U o
r 1zs MN(. r W
mZm
49
MAX. BUCK
HEIGNT,SEE
TABLES4S
(LONG OR
SHORT1SIDE)
7_
1.25• MAX
JR-D8 17-UPDATED
ANCHORAGE TO MC20''
a
E
m
E
O
Z
1'('Nt
LYN AI
c�
P2.:. J SF
* ; • NO.58705
Description
4
H
Glass
cup
Anchor
SubstrateDistance
Mln. Edge
MIA.
Embedment
•MIN. OF 3 THREADS
BEYOND THE METAL
P.. SDuihem Pine (SG=0.55)
Lt6"
1318'
SUBBRATE.
#10 SMS
°UNGROUTEDCMU-
Steel A36'
318'
(steel, I"S.S.
VALUES MAY BE
Steel Stud A653 Gr. 33-
3r0'
0.04510.050' (is Ga.)
A
or 41D S.S.)
Aluminum, 6063-T5'
IV
0.OW
USED FOR GROUTED
CMU APPLICATIONS.
P.T.' Southern Pine (SG=0.55)
7/1E
13/S'
WIS. steel Ulirdcon
D!Zre (.(min. 2.65 ksi)
1'
1316"
B
#12 SMS
(St.), 188 S.S.
or410 S.S.)
SIee1,A
Steel Stud, AE
AlUminum.1
V4' bteel UIUacOn
P.T. Samhem Pil
1l4'steel CreteEez
P.T. Southern P.
1/4' steel Aggre-G tm
P.T. Southsm Pi'
C
114' steel UOmcan
Concrete (min
Ulgmuled CMU,
1/4' steel Cretefiex
Concrete (min
(mir
D
1!'steel Cretelex
Concrete (mir
ME
ngoUled CMU,
1/4'sreal AggmGatdr
Concrete min
Grouted CMU, I
IAeLt l:
SubgTete
Min Edge
MA nce
Min.Groupchor
EmbadmenYE
" Common Nall
P.T. Soothm Pire (SG�.55)
3G"22/16'
ank Rai Neil
P.T. Soulhm Pire (22"M)w
2-7/10'
FP.T.
eheed SMS
188 S.S.
05.3.)
I" S.S.
105.5.)
P.T. Soethem Pi re(SG=.55)
11T
law
Mununw1, 6063-TS'
"Steel,
316°
0.050'
Steel Stud, Dr. 33'
3G'
0.0451- (18 Ga.)
Steel, A36-
Sou[hm Pim (SG=.55)
IF
&ap
0.050"
1-3re'5M5
Aluninun, muB w-
3<B°
0.063°
Steel Stud Gr. 37
LS'
0.050"
Steel, A36'
IF
0.050'
'A'=ANNEALED
'H' = HEAT STRENGTHENED
-r-=TEMPERED
'PVS'=890'TROSFOL®
FVS BY KURARAY
AMERIOA, INC.
'9G' =.090- SENTRYGLAS®
INTERLAYER BY KURARAY
AMERICA. INC.
■ JCHANNEL OR
• FIN FRAMES.
�� U
BOX OR
EQUAL
rl�
GE � LEG D�
9E BELOW). OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN
PRESSURE . INSCRIBE TIABLES 113, SHEETS 610.E SHAPE IN A E E%ANFLES
-'- SIDE -� SIDE _, I-�-- SIDE �{ SHORT
Tr--- --� T�--
I
LONG LONG LONG LONG LONG ,y
I— SIDE_'-{ I� SIDE "i I— S1DE -'-I F'� SIDE '� f SIE
1 11l� T 1
DI �yl I r �� y"
N I 1 �L— J 1L J
'MIN. OF
THREADS
BEYOND
THE
ME A
SUBSTRATE.
Moerei
Mn F,
Min F.
Sleet Svoa
9]kd
1MI Isi
iBE S—
SO
95 Gi
410Sc—
DDksl
tto ksl
Ek0 raGear®
51 MI
90 ksi
E1.UIt'SCDDD
155MI
in lei
410 BE Bm fid 0
127.4kd
NSA`W
6066T5AMRinMn
16k&
2Zksi
A30 Sited
Mks1
50 ksi
Gr. 335te A SW d
37 ks1
45ke1
1070TECHNOLOGY DRIVE - 1`r "kycENSE :.,
N. VENICE, FL 34275
z in No. M705
® GOFYWGM0301] PGTINDUSTWES. We p'Lq
CERT.OF AURI. #29298 ALL WDBa PESFAVEO )�
O�•., A 6F
VINYL FIXED WINDOW NOA (LMBSM) 0 919/14 :; Fs•..RGRIDP:'
GLASS/ANCHORS/FRAME OPTIONS ern JROSOWSKI S�ONALIEC
PW-5520 NITS & 2OF 11 ez° MD-5520IT & B A. LYRN
P.EA 537050]05
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND I%
INSTALLATION DIRECTLY INTO CONCRETE)CMU. BUCKSTRIP INTO CONCRETEJCMU.
BEE NOTE 2. THIS SHEET. EMBEDMENT
OPTION 1 EMBEDMENT
ANCHOREDTHROUGH ,ram;— EOGEDISTANCE U4•MAX. 114-MAX.
FMME IWOUWOOD HP1 2 4 SHIM' j
FRAME OR BUCKSTRIP. ^ EDGE
SEE NOTE 2. THIS SHEET. EDGE u - DISTANCE
EMBEDMENT DISTANCE 5
FLANGE
FRAME ITII
SHOWN u
2 OSHIM X t 1'THICK I.G. /`tI EMBEDTyF.AENTANPE,
IYP.ANCHO TYPE, r EMBEDMENTCE
EMBEOM DITAND GE Q I�"7 EDGE OISTE.SEPER
DISTANCED SUBSTRATE, SEE
TYP.ANCHOHTYPE. SUBSTRATE. TABLE 2. SHIES
EDGEDMTANCE SEE TABLE 2, SHEET 2. - �T
SUBS DISTANCE PER I �I
a SUBLE2,13E.SEE D
5 TABLE 2, SHEET 2. ODL�/ TIB'THICKI.G.�o
FLANGE EXTERIOR VISIBLE LIOFR WIDTH 7 EQUAL -
FRAME rl LEGROX
NOTES: SHOWN 15 BUCK WIDTH FRAME
We THICKI.G.
SHOWN
1) USE ONLY SUBSTRATE-APPROPRUTEANCHORS
LISTED ON TABLE 2, SHEET 2 FOLLOW EMBEDMENT HORIZONTAL SECTION A -A
AND EDGE DISTANCE LIMITS. PNY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW.
DACE APPROVED MULLION, FBO COMPUPWSEES SUBSTRATE
PROPERTIES.
FRAMING LE 3STEEL SHEET
STUD.
21 MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICPLORHORIZOMAL SEE SUBSTRATE PROPERTIES. TABLE3 SHEET2
PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1/4, MAX
BUCK VISIBLE 1.1/Y THICK PRE TO BE CONSIDERED IX SHIM 1/4'MAX. SHIM
HEIGHT LIGHT INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF pt00Rp125TEEL +I
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. MOD BMS(G5).SEE
BUCKS DEPICTED AS EX ARE I-W'THICK OR TABLE 2. SHEET 2.
GREATER. 1%AND M BUCKS (WHEN USED) SHALL BE PRODUCTREVISPSI
DESIGNED TO PROPERLY TRANSFER LOADS TO THE r�AvunNyirG W Ih Ne.FiSYl6
STRUCTURE. WOOD BUCK DESIGN AND AuiMiug CWa
INSTALLATION IS THE RESPONSIBILITY OF THE Amc._ j17'0 !46
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3)NSIBLELIGWIDTHORHEIGHT(PLSOREFERRED �Q Y
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SHOWN FRAME
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FRAME tl4-MAX SHIM �.``�O Y LYNN "K,
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5
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INSTALLATION
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WOOD FRAME OR
RUCKSTRIP SEE NOTE 2.
7R'7HICKLG. NOTES
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLES 2 &3. SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMRS. ANY INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIOE OF THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2. SHEET 2. ALL MOOD BUCKS LESS
THAN 1-1lY THICKARE TO BE CONSIDERED IX
INSTAW1TION5. IX WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2XARE I-12' THICK
OR GREATER. IX AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION 15 THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING) IS
1-THICKI.G. MEASURED FROM BEADING TO BEADING.
THIS SHEET. t-^r EMBEDMENT
VERTICAL SECTION D-D
INSTALLATION
OPTION 8
OUGH
MIEINTO
FR WOOD
FRAME
BUCKSWOOD
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NOTE 2, THIS SHEET.
CHMNELI EXTERIOR �—
FRAME
HOWN V
DADE APPROVED MULLION. FBC CI
MAY BE VERTICAL OR HORIZONTAL
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OPTION 5
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SEE NOTE 2, THIS SHEET.
J
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HORIZONTAL SECTION C-C
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INTO METAL, SEETASLE 3, SHEET 2.
IWMAX
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WIDTH: BUCK H- -1
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11P MAX
HIM
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SHEET 2.
114-MAX SHIM
+I F-- EDGEDISTANCE
ITEGRALTYP.ANCHORTYPE.
FBI EMBEDMENTANDEDGE
FRAME DISTANCEPERSUBSTRATE,
SHOWN SEETABLE3,HEET2.
(MI -SHOWN)
FIN. DITR
FLANGE MAYBE
REMOVED IN -FIELD
EXTERIOR Fff Do e
j O
v INSTALLATION OPTION S
INSTTTHROUGHTHE FRAME,
IMO OMEMETAL.L. SEE TABLE 2. HE ET 2.
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TABLE 10:
Window Design Pressure, (+I- psf)
Wetl16t0h1e
tac6s
1q
3/16a A Cap -Airspace-7116- A/A WIN SG
T5
WkS
SID4 (In8)5
On
76
TB
B0
W
89
92
96
99
333246
8.110
+8W-110.
+80//1-11f0
+aB8W0f.4118D.1
+8W-IlO
+8B0WW1-A484I1..D
++BBWW-11110p
+801410
+BW-110
+1/-110
+801-11
W/I1•11008
-10
+BW410
+BID9.4
+BW-108.3
4800 %107...7T
+01-110
+W-110
+801
%104]
-10.6
0W-1029
38
+801-109.7
80/-ID8.9
+8OM07.8
WI-10.8
+BW.105.5
+8W-f0.6
aW-102.7
a0W-102.4
+801-101.4
+BW-1W.5
+BW-el.4
480I.M.7
40
+8W-10.3
+W-105.5
+W-104A
+-1033
+8W.101.9
+8W101
1,9&7
+ W-W.7
+B-W.8
BW-W.7
+WF95
42
+WI.103.3
+80/-102.5
+BW-101.3
+0-100.2
+WAB
+BWAT.9
+O-95.8
MI.95.5
+B-94.5
+W-M.5
4801-22A
BOF
44
801-100.7
+8w.ss.B
+M-986
+WIA7.5
4801-SS
+W/-95
+W/-929
+D•926
48-91.5
+801 .4
+8W37.
+
46
+W.9&4
+W.sTS
WIA62
+O-95
W-Sa4
+fiW-926
+W1A0.3
+W/-69.9
++BBNW-41150.5
+
66
48
+WA6.3
+W/-95.1
+W1A.1
+V92.9
+80f-91.2
+W4O
+W4
+W-87.6
+8W44.6
BW0+I7B6
W
+W/+W1A3.6
+W/-922
+EW-90.9
+GW-89.2
♦BU!-BB.2
+W/45.4
+BW44.6
+80142.4
+B0f40.£
+1-TT.6
N
52
+BW-93
+BW-92
+W/-90.5
+W1A9.2
+W/A].0
+WI.8fi.4
+W/43.3
+BW-825
+- 0.2
H
54
+W/-91.T
+WIA0.6
+W/49.1
+W147.7
+BW45.B
+W1-89.7
+W141.3
.4
+/-T&1
E6
++W1-90.5
+049.4
+80f-sT0
+WW/-/8432
.4
++1/--7]9&
+W-90
+Wf&B
♦0f7.2
+5
WW41.2
+O146
+W-04
+1-78.6
MA130.0.5PA+ON.&Gx•5IFANCHORNG
1HBOWHTHEFMWPMSHEET53&4
MK.O.CSPAONG IF ANCNOMNG
THROWNTHEINTR3MFINPERSHE4
62
+W.6
+WI-MB
+8W'621
B<
+BW429
+W/42
+80/40.1
ACPDETOBCGRDANOIGM
NOTPPUQAm
fib
+W411.1
+W14.1
+1-78.3
68
+1-79.3
+1-78A
.69
+/.".7W
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
-«- LONG SIDE
T- 1111
SHORT
SIDE
SHORT
L SIDE
�-- LONG SIDE -�E
j
SHORT
LONG
SIDE
510E
L
RO
E5 TYP14 THUGH
1
SHORT -�
F-
'GLASS
17 MAYNOT BE USED WITH
SIDE
JCHINANNELORINTEGRAL
q FFRAME9.
TABLE 11:
Window Design Pressure, (+1-psf)
u'Bro�r c,�s
15
3116- T Cap -Airspace -7116- A/Awith SG
TYP=
wm.
Lm9 S40 Bn)
oqn mg10
77.76
79
81
83
Be
a7
91
94
98
W
104
107
171
36
qp
+W/-110
+BW-110
+BW-110
aeW-t10
+8W-1t0
+BW-710
+BW.110
+BW110
+BW-110
+BW-110
+BW-110
+W1-109.9
+BW-110
+BW-108.5
+8W710
aB&'-t07.6
+BOF110
+8W-7088
+8W-110
+801-10a1
+all.110
+BW-704.8
+8W-110
+BW-104.1
+=-770
+80'-703.3
42
+80/-110
+6W.10.8
a801-10a8
+BW-1W.9
+8W-106.7
a80/-1063
+8W-104.8
+BW.103.8
+BW-1D32
+aW.1W.8
+8WA7.7
+8W-96.4
+6WA4.8
44
+BW.107.3
+BW-105.7
+WI-105.7
+BW.104.7
+BW-1O&d
+BW-iW
+BW-701.4
+801-W.6
+B 96.7
+BW-941
+BWAll4
+BW-903
40W 9.2
48
50
+8(V-1D2
+BW.99.8
+80'-1W.3
+BDi m i
+BOf-7W.3
+BW-W
aBW-99.2
+BW-9&9
+BWA7.3
48W4&9
+BW-932
+BW-M.1
+BWA25
+80?49.8
+SW-W.4
+80147.7
+80'Aa2
+80141&2
+BW-BL3
+8W$43
aeW-84.4
+W -81.1
+BW-82.7
a1.79.3
+BW40.5
+1.77
51
+0-98.6
+BW-W
+WI-9&9
+SW.9&8
+BWA28
+BW-92
+BW-8&7
+BW48.4
+SW45
+801428
+1.79.6
+1-77.7
+/•75.3
64
+SW-95.1
+BWA&3
+W-91
+81VA21
+BWA9.4
+BW4B.5
♦BWAit
+0W-82.7
+BWE7.1
+l-7B.9
+1-7&3
N-73.2
+1-70.6
66
+BWA4
+8WA3.2
+W'-81.6
+=.SMI
+BWAT.2
+BW4a3
+W'428
+84.
N 78
+/-7.3
+1.725
+17W6
58
+W914
VA0.8
+m-B9
W47.6
+BW&i
+BW-84.2
0 0.8
1:7
-&3
+/-73.8
+f•7W2
m
61
+BW47.8
+
2W4
+1-777
.
+/-748
N-728
H-MA:
y0
W
BW45.5
+BW420
W.81.1
+1-78.8
+1-78
+1.74.8
+7Z3
+/
-70.66+BW44
64
+8W-84,4
+6W.83.5
+80141.7
+M0
+1-77.5
+/-76.8
+1-73.5
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3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2).
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPIETELY FIT WRHIN.
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82
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Material
1
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PVC
2
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PVC
3
620119
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620 220
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6
7
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720135
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78
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NOTE&
1) SOME PARTS NOT SHOWN FOR CLARNY.
2) JLHANNEL FRAME SHOWN ,PART#1. OTHER
FRAMETYPESAPPLY.
3) ITEMS # &73, TS-77 &79 PRE NOT USED AND ARE
NOT PART OF THIS APPROVAL
4) ENERGI PVC TO BE LABELED FORAAMA
EXTRUDERCODE.
XL EDGE'
0 SPACER
r
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1070 DRIVE
TECHNOLOGY34275
:`Qa' e•'�F.p'
N.VENIC
N. VENI
(941)-480-1600
; * No. 5870.5 •.
CERT.OF AUTH. #2ltt96
CWVHIGNT03017 PCLIINUSTRIES.ING.
ALL RIGHR PFSERVED
.,kV'
/' q �II Q. _
SpO�;
VINYL FIXED WINDOW NOA(LM&SM)
BOM&ASSEMBLY �'&' JROSOWSKI
PW-5520
NTS
2 lIOF11
2z MD-5520.0
p B
ALVNNMILLER,P£
P.Ep SBTOS
USE THIS SHEET FOR
GENERAL NOTES UNCLIPPED 51GN55GG MULLIONS'UNCLIPPED MULLIONS�,�
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS
REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAJ. APPLICATIONS ARE SHOWN. EACH
SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST
INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS,
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE
MULLED UNITS.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO
MORE THAN UI S3. THE 113 STRESS INCREASE WAS NOT USED W THIS ANCHOR EVALUATION. THE 1.6 LOAD
DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
A) PROPER SEALNG OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE
SCOPE OF THESE INSTRUCTIONS
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO
DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION. SEE EXAMPLES ON THIS SHEET.
FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN
PRESSURE AND ANCHORAGE TABLES, THE LOWEST DESIGN PRESSURE OF MULTIPLE MULUONS OR
FENESTRATON PRODUCTS SHALL APPLY.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD
BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO WE STRUCTURE ANCHORS
SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR
MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS.
7) MULLIONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDINGOODE, AND AREAPPROVED FOR IMPACT AND NON-IMPACTAPRUCATIONS. IMPACT
APPLICATIONS ARE LIMITED TO WIND20NES 1, 2 & 3 AS DEFINED BYASTM E1996, MULLIONS ARE ONLYTO
BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS.
8) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDEDTHAT THESPAN
AND OPENING W IDTHIHEIGHT OF EACH INDMDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF T WS
e000nvm
9) F
TO
)NFIGURATIONS NOT SHOWN ON THIS APPROVAL REFER
TABLE 1
MuNon CapaCBYTable ObSI
1.25z aria
Opervfg WGN or HeiBNMV127-11A'
FYl nTIM
.flauum.
TUEe Nuplm
MWoll (2pxLV
7NGNM4b RNBm,ve
Iralma wnaev
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nammn ur mer,mevcn.Bv
�mE
-iaolwm'
anw mmmm.m. mwmnr
g
ewe ceela9lN.smeF�v a,
wv 6IM.
SEE CAR 190-1078 FOR CERTIFICATION.
TOTES FOR UNCLIPPED MULUONSIFRAME ASSEMBLY TUBE:
NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS.
2) NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS. SEE NEXT SHEET.
1-,N'M1WON
7r��
SINGLE VERTICAL MULLION
Mul.upule+cTH,
LULL
� WIGIHWIDN
OPO4NG
.EIGHT.
u✓x
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II N'�M R� �TMIILLaxJ `rvL� LL%1V
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MULTIPLE VERTICAL MULLIONS
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it
cn
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CENSF R i
No. GBTDS
MULTIPLE HORIZONTAL
MULLIONS A LVNN MILI`fli, P.E:
FL REA 58705
\ USE THIS SHtt 11'UK I IE
GENERAL NOTES CLIPPED 5400 WO MULL / IONS: CLIPPED MULLIONS _ R F
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNGUEAND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF
USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS,
WE EAND NUMBER OF ANCHORS EYAR�OE UNITS MUWCNS
HAVE BEEN TESTED AS AND DO NOT NEED TO BE DIRECTLYCTLATTACHED TO THE MULLION CLIPS,BUT HALL
NOT HAVE A GAP OF MORE THAN 11V FROM THE CUP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINUOADS CORRESPONDING TO THE REOUIR
DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN Ul80. THE 113 STRESS INCREASE WAS NOT US
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS,
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
OR HEIGHT OF
DESIGN PRESSURE
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS. MUST
BE AS ANPPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR SFER LOADS TO THE TMATERIALS SHALL BE PROTECTED AS RUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
REQUIRED TO PREENT
REACTIONS.
8) MULLIONS AND CUPS HAVE BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUI DNG
CODE AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. IMPACT APPUCADONS ARE LIMITED TO WINDZONES
1.2 R 3 AS DEFINED BY ASTM E1896. MUUJONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS
HAVING CURRENT APPROVALS.
ASSEMBLY9) QUAN'UTY OF UNITS WITHIN A MULTIPLE PULLED UNLIMITED
WIDTHMEGM OF EACH INDIVI UAL MULLION COMP ES WITH THE REQUIREMENTS OF THIS APPROVAL AND OPENING
10) FOR ADDITIONAL MULLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL REFER TO FLORIDA
PROOUCTAPPROVAI.Ml.
WMW WIDMFOR
INSCRIBE
r VERTICALMULLIDN
RE
me
L
Ri1.
C
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III
III
III
i
sEEsxEET3FaR u
Totwuoowc cnaN
SINGL TI MULLION
NOTES FOR CLIPPED MULLIONS:
1) FOR MAXIMUM SIZES, SEE TABLES
2Aa0.
2) SEE SHEET 9 FOR INSTRUCTIONS
ON USING TABLES LAM,
3) CUPPED MULLIONS MAYBE USED
FOR ALL WINDOW TYPES. FOR CLIP
ANCHORAGE, USETHESAME
ANCHOR AS WINDOW ANCHOR.
I—MV.LION LCNG1Ny
Nuwau
-T
�EMXG
HEIC1i
SINGLE HORIZONTAL
MULLION
MULTIPLE VERTICAL MULLIONS
t.I
1.1 K
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MULTIPLE HORIZONTAL
MULLIONS
P: Y
�i N. 58i05
CROSS MULLION CONFIGURATION TEE MULLION CONFIGURATION I A. LYNN MILLER, P.E.YNN MILLER, P.
FL P.E.# 58705
CPFNING WDM�
14H MULLION
�r"wmm
III
III
III
i
sEEsxEET3FaR u
Totwuoowc cnaN
SINGL TI MULLION
NOTES FOR CLIPPED MULLIONS:
1) FOR MAXIMUM SIZES, SEE TABLES
2Aa0.
2) SEE SHEET 9 FOR INSTRUCTIONS
ON USING TABLES LAM,
3) CUPPED MULLIONS MAYBE USED
FOR ALL WINDOW TYPES. FOR CLIP
ANCHORAGE, USETHESAME
ANCHOR AS WINDOW ANCHOR.
I—MV.LION LCNG1Ny
Nuwau
-T
�EMXG
HEIC1i
SINGLE HORIZONTAL
MULLION
MULTIPLE VERTICAL MULLIONS
t.I
1.1 K
�wlDTn
MULTIPLE HORIZONTAL
MULLIONS
P: Y
�i N. 58i05
CROSS MULLION CONFIGURATION TEE MULLION CONFIGURATION I A. LYNN MILLER, P.E.YNN MILLER, P.
FL P.E.# 58705
i
sEEsxEET3FaR u
Totwuoowc cnaN
SINGL TI MULLION
NOTES FOR CLIPPED MULLIONS:
1) FOR MAXIMUM SIZES, SEE TABLES
2Aa0.
2) SEE SHEET 9 FOR INSTRUCTIONS
ON USING TABLES LAM,
3) CUPPED MULLIONS MAYBE USED
FOR ALL WINDOW TYPES. FOR CLIP
ANCHORAGE, USETHESAME
ANCHOR AS WINDOW ANCHOR.
I—MV.LION LCNG1Ny
Nuwau
-T
�EMXG
HEIC1i
SINGLE HORIZONTAL
MULLION
MULTIPLE VERTICAL MULLIONS
t.I
1.1 K
�wlDTn
MULTIPLE HORIZONTAL
MULLIONS
P: Y
�i N. 58i05
CROSS MULLION CONFIGURATION TEE MULLION CONFIGURATION I A. LYNN MILLER, P.E.YNN MILLER, P.
FL P.E.# 58705
MULTIPLE VERTICAL MULLIONS
t.I
1.1 K
�wlDTn
MULTIPLE HORIZONTAL
MULLIONS
P: Y
�i N. 58i05
CROSS MULLION CONFIGURATION TEE MULLION CONFIGURATION I A. LYNN MILLER, P.E.YNN MILLER, P.
FL P.E.# 58705
CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FOR jj R��I�I
CLIPPED & SHEET
OR I�t� _r) p
MULLIONS L' i
SHNLOW R GH
MU"AM GP
FlANGE fAN+E SiD
WYKSOBEWSDALL D
ASANEOUAL{EG'BO%
FMLR (SEE FlG.»
EX]EMOR
v
FIG. 1: 1.25' X 3.25" X .10D- MULLION & FACE CAPS
EGUAl1EWiORRUNE
SXO'MV. NAYNGD BE
INSTALLEDAS AFINiGE
FRANEISEE FlG.0
EXTERIOR
BEEP FWSN MAMA-SoBE ]AUED
INLL iACE VP..JJ TMS W EB-
AIDIm
FIG. 3: 1.25" X 3.94" X .624" MULLION & FACE CAPS
NOTES FOR MULLION TO WINDOW ATTACHMENT:
1) RECOMMENDED ANCHOR LENGTH =MN. 314"
2) USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL
3) PICTURE WINOOW WITH WRTICA MULLION SHOWN, A31 WINDOW TYPES AND
"LION ORIENTATIONS APPLICABLE.
4) IF APPLICABLE, NAIL FIN ANOIOR FLANGE MAY BE REMOVED FROM THE WINDOW
FRAME MEMBER BEING MULLED.
BXALLOIV RUSH
N LL FACE W
n%R--\
EQUAL EGRG%FlWdE
STAUEMAY/•1SOBE r
INS]AILEISEEN I) L^ L
FPNAEIGEE FlG I) r I r
BEEF FLUSH E EEFHOR
I. FACECPP .-� V
no,m
FIG. 2: 1.25" X 3.25" X .624" MULLION & FACE CAPS
----------------------------------------------------
FIG. 4: MULLION END CAP EXAMPLE
I
i
I
N
EXTERIOR
SIDE VIEW
�//
�//
NOTES FOR MULLION END CAP:
I) APPLIES TO FIN OR
J-CHANNEL FRAMES.
2) REQUIRED AT HEADER AND
JAMBS,
3)PICTURE WINDOW WITH
VERTICAL MULLION SHOWN.
ALL WINDOW TYPESAND
MUW ON ORIENTATIONS
APPLICABLE.
MAYREWIRE
GEECftG555ELTW MULLION
E% WN S.FIG5. 11. MR
ni
`ONN 11-
LYNN 'I'/i
INFlELD]I11A0.11NG
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/Ni�
•
VERTICAL MULLTO
'x
'k SB/D5
L_
�.
STRUCTURE—
No.
15 WZ
mB'
MULLION END CAP
Y
FL
DETAILA:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
ERNFAmE
�STEFRDIXi
�F
a_J e
OFI
°
yBE
CL,PMI.Y BE
It
4 °
Is n�oo.
Is W.
°
IN,
I)ANCHOR EMBEOMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) OUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PILTORW REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS AC, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL. SEE DETAIL B. THIS SHEET.
4 '4
° a 4
° L
EXTERIOR
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
n 4 j°pi I I
111 II
I
II
��. °4 I I
EXTERIOR
EWE 4
DISTANCE
PM
uA OM
THE OFFSET MI PNCROR$
REcaMI.lENoED FDR
FLVFRAMm OR
JlIUNNELVANDOWE ^ e
EUFMRYALSOBE
i VSEDFOROl1E0.
FM1.1ETYpES
USE THIS SHEET FOR
CLIPPED MULLIONS
tliQiETE ORaI
ICI oES SEE
SEE SEETABLES
EMSTONCE
RBdR
F MRSONRY
IMC WE
SIDE VIEW
ji
T MER mE,
$TVO
)a 4.
)))
EFFSEi NUL,
T
IX wym
e
INSi.LL1�BY
_
TNIS L1ElNCO.
EWEI ..' .•.
1
MIN47N$I CONCRETE IXi CNU
FRONT VIEW
TOILS "MY OBEIWTUIED B C
DRECTLYTOMASWRY: q
MN 2aNSI CONCRETE d2CMU
FRONT VIEW
W411
,fON``pERSE ".�T
HD.Lu
SB108
L_
ujz
.fj ..: B.AIEOF
%ZO.C,'•... FLOR`OP' C1C5:
A LVNN MRL'ER, P.E.
FL P.E.#BBTOB
i
DETAIL C:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
wM,UK CM OR. STEEL,
Ary MasaMRr
EXIE M
EOLE
015 mm
EERANOICR
DETAIL D:
ANGLE MULLION CLIP
(ANGLE CLIP)
m/l/m,
ILI
NOTES FOR INSTALLATION OPTION O:
1) USE 2 MGM CUPS PER MULLION END. CUPS MUST BE
INSERTED INSIDE OF MULUON.
DETAIL E:
MULLION TO MULUOI
INTERSECTION
(U-CLIP)
AV Es
[ I
TOP VIEW u,nu
Vp91Es�
LIIREFSECTION
uaP
FRONT VIEW
VJC 1 • ••
CLIPPED MULLIONS
NOTES FOR INSTALLATION OPTION E
1) MULLIONS MAY BE INSTALLED IN
'TEE' OR 'CROSS' CONFIGURATIONS.
2) U-CUP MAY BE WSTALL
HORIZONTALLY (SHOWN) OR
VERTICALLY.
r1
EXTERIOR
DETAIL F:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
FRONT VIEW c,°DOE.AMWDODaaCi MUUUOUD.
A"A MEMBYOiXE S
EXTERIOR usswOOD.WORSPECS
NOTES FOR INSTALLATION OPTION R
1) FOR 2X WOO6RACKED STEEL STUDS- WOOD
ANCHOR VALUES MAY BE USED.
ml
P:
a `' �• 0
O�Cc�_ f20R10�; c1C,
A. LYNN MILLER P.E.
FL P.E.# 58705
TABLE 7A
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INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANMR OPENING WIDTHS IS ALLOWASLE
3) MUW ON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR SI ACT DIMENSIONS. SEE
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X.SECTION X�ECTION X-SECT[ON
INSTRUCTIONS
1) DETERMINE THE DESIGN PRESSURE REQUIREMEN FORTHE
OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE
FENESTRATION PRODUCTS FRAME DEPTH
3) REFER TO SHEETS &B TO DETERMINE IF THE WIND LOAI)ING IS
-RECTANGULAR' OR �TRIANGULARTRAPEZOIDAI-7-
4) FIND THE CHOSEN MULLIONS MUILUON CAPACITY (l FROM
TABLES 2A THROUGH 4A ON SHEETS 6 THROUGH d REUPbU I VtLy,
USING THE MULLION TYPE. LENGTH AND OPENING WOTH OR HEIGHT
(DEPEI�IDING IF THE MULLION IS SPANNING VERTICALLY OR
HORVONTALLY). THE MUMION CAPACITY MSTT� OBTAINED SHALl-
MEET OR UCEED THE DESIGN PRESSURE REQUIREMENT "��) FOR
THE OPENING OBTAINED IN 5 1 LF 1).
5) 14ROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THE VALUE IN
THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS . THIS VALUE
REPRESENTS THE THE SILBSTMTE By
THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MU1-UON
CAPACITY.
6) FROM THEaMCHOR A�CAPAG� LB TABLE ONTHESAMESHEETAND
USING YOURACTUAI. SUBSTRATE CONDITION (MULTIPLE
MCHOMUBST��MCHOR�LIPPA�E�My��y) SELECTAN
ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
7) IF THE MULLION CAPAClgj1TyjM§FEj OBTAINED IN THE TABLE IS
HIGHER YFUR THE DESIG �� ...... . .—F,FOR THE
OPENING, YOU MY USE THE -ml �-- - I
FORMULA7 TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH
THIS VALUE A LOWER ANCHOR CAPACITY OPTION MY BE SELECTED
FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING LSSIFr) FOR THE
FENESTRATION PRODUCT TO BE USED AND CONIPARE WITH THE FINAL
502 CAPACITY OBTAINED FOR THE MU1-LION SYSTEM. THE
LOWER
FENESTRATION PRODUCT ASSEMBLY
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN ASPECIRC
APPLICATION WHEN USING THIS APPROVALTO "PLY FORA PERMIT.
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No.55705
S
LER. P.E.
FL P.E.# 58705
SCANNED
NIMM11h BY
NERAME&I St. Lucie County
MIAMI-DADEIM MUM-DADE COUNTY
=1W PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DUVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.muurudade.7ov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AID).
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 ARJ (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 t mply with the Florida Building
Code, including the High V��locity-llu�rricane Zone.
DESCRIPTION: Seriee'SII-5500" PVC Single Hung Window —
I
APPROVAL DOCUMENT—DIT2 wing No. MD-SH5500-011dkd—S�
gle Hung Window Installation -
LM", sheets I through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer,
signed and seated by Anthony Lynn Miller, P.E., bearing the IvEarni-Dade County Product Control Revision
stamp with the Notice of Acceptance no expiratiorrdate-by-the-Miami-Dade County Product
Control Section.
:ZA G_ L rge and Sm
NUSSILE IMPACT G: Large and Small Nlissile Impact Resistant
nt
LABELING: Each unit shall bear a abel with the manj 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.
TERAIINATION 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# 16-0714.03 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.
Sim NOA No. 17-0630.05
Expiration Date; July 30, 2020
Approval Date; November 30, 2017
Ic J/7 Page 1
11/20
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 15-0519. 05)
2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets
I through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
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' NX17M spacer system and XL
EdgeT,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 previous NOA No. 16-0714.03)
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) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 5500 PVC single
hung window, prepared by Fenestration Testing Laboratory, Inc., Test -Report No.
FTL-7964, dated 11115114, signed and sealed by Idalinis Ortega, P.E.
(Submitted under NOA No. 15-0519. 05)
3. 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 series 5500 PVC single
hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 15-0519.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 05115115 and 08/29/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 1(5-
fiS19.05)
Manuel rere74 P.E.
Product Controf\ED*iner
NOA No. 17-0630.05
Expiration Date: July 30,2020
ApprovalDate: Novernber30,2017
PGT Industriess Inc,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (CONTFFUED)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE f Regulatory and Economic Resources (RER).
1. Miami -Dade Department o
E. MATERIAL CERTIFICATIONS (CONTMED) to Kuraray America, Inc. for their
1. Notice of Acceptance No. 16-1117-01 issued
,cTrosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 0 1/19/17,
expiring on 07/08/19. -0916.11 issued to Kuraray America, Inc. for their
2. Notice of Acceptance No 14
"SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18. on Solutions USA
3. Notice of Acceptance No. 16-0712.03 issued to BNERGI Fenestrati
for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/18. on Solutions USA,
4. Notice of Acceptance No. 16-0712.04 issued to ENFRGI Fenestrati
Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20.
5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 09/15/16, expiring on 04/16/20.
F. STATEMENTS ance, complying with FBC 5th Edition (2014) and FBC
1. Statement letter of conform
611 Edition (2017), dated June 22, 2017, issuedby manufacturer, signed and sealed by
Anthony Lyrm Miller, P.E. June 22, 2017, issued by manufacturer,
2. Statement letter of no financial interest, dated
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by
Jaime Gascon, P.E. Supervisor, Product Control Section.
(Submitted under NOA No. 15-0519-05) Control Section, dated March 09, 2016,
4. Proposal No. 16-0125 issued by the Product
signed by Ishaq Chanda, P.E.
(Submitted underprevious NOA No. 16-0714.03)
G. OTHERS , Inc. for their Series
1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries
"5500" PVC Single Hung Window - L.M.I. ap
07/30/20.
Expiration Date: July 30,2020
ApprovalDate: Noyember30,2017
MCHCRAGE
ExAMP_R MR
28-lar MAX. D.C.
PAI)IL&TOP
12-MAX.FROM
HOU)M 15 M�
FRAME SEAM
B),
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_ I B. SEE 3w au,
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,.""I . G . . . . C
UNSULATEDGI-ASSINST DVEWlNTHE Z THE OUTBOARD LITE (CAP) MUST TEMPERED.
JNTY APPROVED MASONRY ANCHORS. TERiALS USED FOR ANCHOR E%%LUATIONS �RE SOUTHERN PINE.
WE
DNS 1XWOODBUC"�O"QN�IFUNMISI�T��DDI�MYTOSU�TE.�DBU�S
ALL k DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCT)RIL MOD BUCK DESIGN
OFRECORD.(AOR)�
STUCCO. USE ANCHORS OF SUFFICIENT -ENGTKTO ACHI� REQUIRED MIN. EMBEDMENT. INST ANCHORS
NCE OF INSTALLATION SRALLBE DONE BY OWERS AND IS BEYONDTHE SCOPE OF THESE iNSTRUCTIONS.
I IS NOT FUSHTOTE SUSCTR�TE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
MISSILE
--H 52-118- MOX BUCK W'O
IT MAX. mom 5""S.EZ. 1-1/4'
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OU
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SEE
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_[A BITS
s,,SuIMEE
SEESLLINEEP' OTCHDETA
NOTCH DETAUS, SHEET4
IIHEET3
FR ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME
DN ION §HOWN WITH EQUAL-LITE CONFIGURALIUN
)N I ED T _H,.:ROUGH ENA&� �IN
AN.C7HOOLR
(SIMILAR
GENERX.NOTES .. ........ ...... .
EI-E%ATONS. .- W6_��i
FRAME, GLASS & AN�6i46 '12
INSTALLATION. FLANGE & EQUAL LEWOX-_ 3
INSTALLATION. INTEGRAL FIN & �CHANNEI_.. 4
G�ING OUAJLS._--. .... - - -- - ---- - 5
DESIGN PRESSURES ....... --- --- — :'7
AO
A. NEGATNIE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTING AND GLASS PERASTM EING
DESIGN LOADS BASED ON WATER TEST PRESS USE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTY B13'
*201 7 FLORIDA BUIWIN.
20 4 FLORIDA SLIMING MOE �RBC). 5TH ED�Z�
a. POSMR,E 5 INCREASE W
BASED ON ALLOWABLE STRESS DESIGN. MO. AS NOT SEEN
C� DESIGN LOADS ME RESPONDING TO THE REQUIRED DESIM PRESSURE. THE �ja% STRES OTHER
METHODS SHOM HAVI BEEN DESIG14ED TO RESIST THE WNDLOADS COF OMANCHORSTHATCOMEINTOCC
IWO M
-ASTM E130�
ANSVAFMANDS2O DID CO STRUCTION
01
PRODUCTREMED
1) THE ANCHORAGE
USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUAT*N OF ANCHORS
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUIOING CODE FOR CORROSION RESISTANCE BE REAMD BYTHE AUTHORITY HAI
BUILDING CODE AND To
ALUMINUM DESIGN I )M_20I
-JUSI SIM12
�=mptvin�ftpbx�
Bww�� 7
5
DISSIMILAR
7ALSUBSTRATET0 MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
ME NON ELCO CRETEFLEX NOA: ELGO AGGRE-GATOR NON ENER GI MNDOWMD DOOR PROFILES. LTC
-AISC36OIO
I & 79M ELCO ULTRACON AL
10) REFERENCESI TEST REPORTS FTL-T) NO ALUMINUM I
PVC EXTRU SION M,,OM DESIGN SPECIFICATON FORMOD CCNSTRUCTJON. ANSUM&PA NO
SHADES OF CAP COATED 11% mv
,)APPLICABLE EGRESS REQUIREMEWSTO BE REMEINED BY BUILDING OFFIC� .. . .......... A UPDATED TO FBG 20 7. - JR -
USER INSTRUCTIONS: OC Se
06106/17
1) DETERMINE THE ERE SPECINC, WNDOINOPENINGS DESIGN PRESSURE RSQUIREMENTFROMAS027- Z*: . 55705
)ISTERMINISTHE MOST SUITABLE ANCHOR GROUP FfiOMT�LES2OR3AC�INGTO�EINST�TION CONDITIONS,
2 DETERMINEYOUR�DDWSDESIGN
Bl.
J ROS OWSKI
3) KNOWNG YOUR GUONG OPTION (TABLE 1),ININDOWCONFIGURATIONANDSOZ -.0
PRESSURE FROM TABLES "-IT MUST EQUALOR EXCEED THE DESIGN PRESSURE REQUIREMENT MR THEWNDOW � -A
44,
GENERAL NOTES & ELEVATION
OpE,INGOSTPNEDINSTEP'l. '0% ,
4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 11-11. VERIFYTKE ANCHORSUBSTRATE WLLMEETREQUCREMENIISFOR # (94l)-480-16CO
.
ALL MN. REQUIREMENTS FROMTHISSHEET-SETAREMET. R
Rt'r
SINGLE HUNG WINDOW INSTAL TION - LM 05/15/15
�S2 OR 3.AND THAT
YOUR OPENING'S CONDITION FROM TABLI ON OR SHEET 4 FOR INTEGRAL FIN INSTALLATION .. ...... P—q-1
SHEET 3FORTHRU�FRAME INSTALLAV 'g?� -
S~w�. S�-
�,H' N.,
B
I)ISTALLASPER
A. ��RMMEP
NOTILDESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORA-L FRAME TYPES I�GHANSEI_ FLANGE. LYN Rp CERT.OFAUTH.112R295
SH-5500 NTS 1 OF 13
MD-SH5500-01
INTEGRA.FINOREQUALLEGECX)
rA N DETAILS FOR _FLANGE & E A'
L QU
io
I NSTALLATiON DETAILS FOR FLANGE & EQUAL-LEGIBOX FRAMES
TINSTALLATION
20PTION 1 EDGEDISTANCC
ANCHOREDTHROUGH
FRAMEJNT02XWOOD
FRAMEORBUCKSTRIP EMBEDMENT
SEE NOTE 2, THIS SNEET. L
FLANGEFRAME
SHOWN
EMBEDMENT
T--
m
im
INSTALLATION OPTION 2
P��C-H@nD�ROUGHF�
DIRECTLY INTO CONCRETEMMU.
I-- lmrmAxSH"
�P.ANCHORTYPE.
\EDGE ----
2
EMBEDMENT AND EDGE STAN&qR
DISTANCEPERSUBSTRATE. STRA '
SEETABUE2.SHEET2. SEI
3HEET2.
18
FW
19 20 OFT.SA51TOP
LIFT RAIL
FLANGE 2
FRAhIE
mst
UG
FORAMWNOOWS:
NOTES: SHOWN
HEI
ANCHOR 0 &W
I)USEONLY
49
'18 FROMENDANDAT
SUBSTRATEAPPROPRIATE
21 CENTER.
ANCHORSUSTEDMTABUE2.
FOR "I
22 OME
SHEET 2. FOLLOW EMBEDMENT AND I
Ni N'
EDGE DISTMCEMMITS My
7 0
ADID ADDITIONAL
INSTALLATION OPTION SHOWN My
46 46 47 SCREWS ol�
BEUSEDONANYSIDEOFTHE
14
FROM END
FORMIDOWSWiTH
WINDOW. iftr IWW.
SHIM
B�
2)MAS RYANC�OnNAYBE
ON
BUICK
16 A=DLITVoa
usEDINTCWOODASPmTmLEz
HEIGHT
SCREWS@"S'
SHEETIAMWOODBUCKSLESS
85
FROM END.
Tlim BE
w
CONSIDERED IX INSTALLATIONS. IX
SASH
WOODBUCmAREOPTIO10LIF
Rim �LSIME
UNIT IS INSTALLED DIRECTLYTO
LIGHT
su�TE.WOOVBUCKS
c!l HEIGHT
nppi �.n&q2XAREI.IXTHICK
B6
T
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R
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65
30 64
U
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OR
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1 MUD
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TESTED UNIT
LOCATION: 8-5W
FROM SASH END.
OR GREATER. IX ANU
(MEN USED) SHAM. BE DESIGNED
TO PROPERLY TRANSFER LOADS TC
THE STRUCTURE. WOOD SUCK
DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OFTKE ENGINEER
ORARCHITECT OF RECORD.
�H ENM
67
3) MSIBUE LIG�wDTH OR HEIGHT
(ALSO REFERRED TO AS DAYI-GHT
OPENNG)ISMEASLIReDFROM
.......
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27- X 125'
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REQUIRED'.
VISIBLE LIGHT FORMULAS
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FI-ANGE OR
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I END.K
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@FMEDUMBUCKYADTH-�W
H 0 GHT T OU A�L:�LU Q
VER71CAL SECTION B-B
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BALANCE
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INSTALLATION OPTION 3
A,fW'oMOVR0UGHF�EMDIX
BUCKSTRIP IWO CONCRETE�CNM
SEE NOTE 2. THIS SHEET.
CIS 114-MAXSHIM
SASH VISIBLE
LIGHTWDTH
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7 , FI.E.11SIM--
TH
U�WDTH
HORIZONTAL SECTION A -A
FLANGE
FRAME
SHOWN
EXTERIOR
INSTALLATION
OPTION 4
ANCHORE07HROUGH
IIM,, FRAME: IWO METAL
N., 58705
0
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w �
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j EQUA.
L
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z
INSTALLATION
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ANCHORED THROUGH
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Typ.mciiOR
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SEETABLI
L.-l-r SHEET2.
: & EQUAL-LEG/BOX FRAMES I i
HUNG WINDOW INSTALLATION - LM
irnn NTS 3 OF 13 MD-SHf
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES
IN§TAL ION OPTION 5
R.,E, NTEG— . &-EMBEDMENT
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INSTALLATION OPTION 5
MCHOREDTHROUGHINTEGHU��IN
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114-MMSHIM 4
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DISTANCE
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1
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F
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NOTES: 0
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HEIGHT
:
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I)USEONLY
HORIZONTAL SECTION C-C
49
48 MOM END AND AT
UEETR�TE�PPROPRATE
21 CENTER.
ANCHORS USTED ON T�S 2 & 3
22 FOR WNDOWS
OF SHIEST 2. FOLLCAI EMBEDMENT 1/4 M�
DADE APPROWD MUUICN. FBC 0
_R __CE
AND EDGE DISTANCE LIMM-My SHIM
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72
.,M.
INST�LATION OPTION SHC� My
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46 46 47
BE USED ON ANY SIDE OF THE
14
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FOR MD ,T,
WINDOW.
#100R#12MU
16 —%O�D�O��L,=
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SMS(GS).SEE
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El TABUES 2 & 3,
BE
T-
MOM END.
THM I.IW THICK ME TO BE
SHEET 2.
30
CONSIDERED 1X INST�TIONS-
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SASH
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UNIT IS INSTAI-LED DREMYTO
1�3
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UGHT
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FIN AND/O
65 TESTEDUNIT
TO PROPERLY TRMSFER LOADS
FIANGEREIVIC
81
IR 31
30
Loc�mw.�
FROMSASHEND.
To WE STRUCTURE WOOD BUCK IN-FIEUD
DESIGN AND JNST�TICN IS THE
EP
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OR MCHITECT OF RECORD. FRAME SHOM
C
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MMESHONN
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NO ANCHORS INSTALLATION
REQUIRED IN FRAME
SJUSIFANCHORING 3) MSIBI-E UGHT MOTH OR HEIGHT INSTALLATION EXTERIOR OPTION 8
THROUGH lr� (&SO REFERRED TOAS DAW�T OPTION 7 15 )M
OPEN[NG)ISMEASUREDFROM ANCHOREDTHROUGH ANCHOREDTHROUGHFRMEINT(
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INTEGR FNINTOMET�
EDGE
SEE T/ClUE 3. SHEET W. � eMsEO...
(SCREWSHOWN)
INSTALLATION OPTION 5 VERTICAL SECTION D-D
AN �MCFWROUOH�IWEOR�FIN
VISIBLE UGF �FORMULAS
WIDTH
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HEIGHT CFQU�LL�
BUCK HEIGHTQ - 3-191V
z N-. 58705
z -2
EDGE DISTANCE
NEL &INTEGRAL FIN FRAMES JJROSOWSKI
HUNG WINDOW INSTALLATION -LM 106115/lf
I'-SH5500-01 I's
.,nn I NTS 1 4 OF 13 MD
75. NoK ---i 71WNOM —1 WNW- r —1 7M' ROM. r
511VALAPVB 7�NDM. 5116" PVB A/A PVB 6116'AIAPVB 51W H[H SG
318-AIRSPAaCE 7/16"AdR SPAaCE
7/16- IR SPACE 3V RSPACE :S
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1/8-AGLAffS:S ERIM
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M40
GLASS TYPE 8 GLASS TYPE 9
GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7
M' NON. W 7W NOM 7M' NOM. 7m. Nom.
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118'T GLASS a116- A GLASS 'M E�ERICR
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—I VVNOM. r— —i 70NM
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<;R
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FOR
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TABLE4'
�-5011
SEE TABLE 9. SH.. . l."
MCHOR GROUP AND W�W
SIM
HEADER
MEETINOML
�H
HEIGHT
SECTION DETAIL FOR WINDOWS WITH
LEVEI
.%ASS TYPES 5.6,7 & 8
�PLY TO A� FFMIE TYPES &
CONROURATIONS)
NOTES.
1) USE THESE T�S FOR � WNDOM INSTA�o THROUGH THE F,,,E OR TEQU� FIN.
2) FRME DIWNSIONS ARE BUCIC �SH HEIGHT IS AS PERTIKE FIGURE.
3) MR S�S NOT WOM. ROUNti IMP TO THE NEXT AVgU� NDTH OR HEIGHT DIMENSION SHOWN
ONTHETMLE.
mo
.0
TY
E
0.10. Pmsum, Wne
SEE
HEA0ER
MEETING RAL
23
JANE
SNSH
<�3 HEIGHT
23
sla
SECTION DETAIL FOR WINDOWS WITH
LEVEL R2 REINFORCEMENT P,,G
=8 aP
(REINFORCEMENTS SHO— I
"PLY To � FRMIE TYPES
CONFIGURATIONS)
PJEWSED
N,,. 58705 s
U %OWSKI
JRO
DESIGN PRESSURETABLE�S��J R�O%OWSKI
SINGLE HUNG WINDOW INSTALLATION - LIVI �i/15115
SM5500 rNwTS76 OF �137�DSH5500-01 B
TABLE7
no
lao
�o -1
. . . . . . . . . . . .
"
Td� I - . .,.. I
,� .,_,i '. F.1
WNBOW BUCK HEIGHT - M-1
1p�.
SEE TAE
NOTES,.
1) USE THESE TABLES FOR ALL WNDOWS INSTALLED TI-IROUGH �S F�E,
2) � DIMENSICNS ARE BOC� SAS" HEICK IS A, PER TI-tE FIGURE.
1) � WES NOT SKOWN. ROU NO gP TO THE N,,, AVAILABLE WID� OR HEIWT DIMENSION WOM
ONTMETABLE.
HEADER
MEETINGR�
25 w
JANIE I
-�] 7 1-1210W
SEOTION DETAIL FOR
WINDOWS WITH
LEVEL R3 REINFORCEMENT C2
& GLASS TYPES 9-16
(REINFORMMENTSSHOM
INFIGURESABOVEAP�y
TOALLOONFICURAMNS)
— :j
rG� E.5 9 �� RO IU�
TEE
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j R
J�ANNELORINTECM
9 Fll. F='E'S
DESIGN PRESSURE TABLES J ROSOWSKI
05/15/
SINGLE HUNG WINDOW INSTALLATION - LM 05/15115�
S 500_01
nn N 7 OF 13 MD-SH55oo-ol B
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