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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT
1070 Technology Drive
North Venice, FL 34275
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 209
T (786) 315-2590 F (786) 315-2599
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 (AIM.
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 AH1
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone:
DESCRIPTION: Series "SH-700" Aluminum Single Hung Window —L.M.L
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impacf', sheets 1
through 11 of 11, dated 09101105, with revision G dated 06106117, 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 by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 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
f 2 O�l Expiration Date: March 26; 2021
Approval Date: November 30, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 09101105, 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® 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 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E.
(Submitted sunder 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 10/63/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted tinder 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 underNOAN& 07-0322.06)
Manuel er P.E.
Product Contro Ex iner
NOA No.-0630.08
Expiration Date: March 26, 2021
E-1 Approval Date: November 30, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTTED
B. TESTS (coNTufaD)
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 FTL4723, dated 08/11/05 and 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
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 underNOA No. 05-1019.01)
7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, 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)
La �A
Product
Expiration Date: March 26, 2021
E-2 Approval Date: November 30, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 6" 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 "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to ICararay America, Ine. 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 5th Edition (2014) and FBC
60' 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. FTL-4957, FTL4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted underNOA 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 08110/05, 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 Isbaq Chanda, P.E.
(Submitted under previous NOA No. 16-0714 06)
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. tQlu
abu r , P.E.
Product Co rol E al'Ur.
NO el -0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-3
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 5116' LAMI
.090' KURARAY TROSIFOI
C. 5/16' LAMICONSISTING C
.090' KURARAY TROSIFOL
D. 7H6' LAMI CONSISTING C
OR.090'SAFLEX0 PVB IN
E. 7/16' LAMI CONSISTING C
.090' KURARAY TROSIFOI
F. 7/16' LAMI CONSISTING 0
OR.09U'SAFLEX°PVB IN
G. 13H6' LAM[ IG: (1) LITE OF
.09D' KURARAYTROSIFOL
H. 13118' LAW 10:111 LITE OF
OF 1M' HEAT STRENGTHENED GLA3
OR.090' SAFLEX ®PVB INTERLAYER
1. ISMS' LAMI IG: (1) LITE OF 1/8' TEMPL
WITH A.D9O' KURARAY TROSIFOL �F
J. 1311W LAM] IS: (1) LITE OF 10. TEMPI
.090'KURARAYTROSIFOL PVS(BY
K. 13116' LAMI IG: (1) LITE OF 1/8' TEMP
OF W16' HEAT STRENGTHENED GLA
OR.O9T SAFLEX•PVB INTERLAYER
L. 13116' LAM( IG: (1) LITE OF US' TEMPI
WITH A.090' KURARAY TROSIFOL F
M. IN16' LAMI IS: (1) LITE OF 1/8' ANNE
.09D' KURARAY TROSIFOL °PVB (BY 1
ALSO GLASS WITH A.OW' KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.)
I CHEMICAL COMPANY)
.LED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A
ERICA, INC.) OR.090' SAFLEX• PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
STRENGTHENED GLASS WITH A
?RICH, INC.) OR.090' SAFLW PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
EALED GLASS WITH A.090' KURARAYTROSIFOL° PVB (BY KURARAYAMERICA INC.)
V CHEMICAL COMPANY)
ALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A
ERICA, INC.) OR.09D' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
T STRENGTHENED GLASS WITH A.097 KURARAY TROSIFOL'" (BY KURARAY AMERICA. INC.)
I CHEMICAL COMPANY)
AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 118-ANNEALED GLASS WITH A
ERICA, INC.) OR.090' SAFLW PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
AN AIR SPACE AND 6/16' LAM] CONSISTING OF (1) LITE OF 1/8'ANNEALED GLASS AND (1) LITE
PKURARAYTROSIFOL• PVB(BYKURARAYAMERICA, INC.)
V CHEMICAL COMPANY)
AN AIRSPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS
RAYAMERICA, INC.) OR.09W SAF" PVB [NTERLAYER (BY EASTMAN CHEMICAL COMPANY)
AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH A
(ERICA, INC.) OR.090' SAFLEXO PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
AN AIR SPACE AND 7/16' LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE
10' KURARAY TROSIFO@ PVB (By KURARAY AMERICA INC.)'
J CHEMICAL COMPANY)
AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS
RAY AMEMCA, INC.) OR.090' SAFLW PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
AN AIR SPACE AND 5/18' LAMI CONSISTING OF (2) LITES OF 1/8'ANNEALED GLASS WITH A
ERICA, INC.) OR.090' SAFLEX• PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS:'OX' (111. VIEW AND RADIUS TOP. ALL W/ 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 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4.ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
S. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
CODESISTANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBCL SIN EDITION
•2014 FLORIDA BUILDING CODE (FSCA STH EDITION
•ASTt4 E1300
•ANSVAFSPA NDSWIS FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL ADMD16
•AISISIM12
•alsc 3eo-lD
NOA DRAWING MAP
SHEET
GENERAL NOTES.........._.
I
GLAZING DETAILS ............
2
DESIGN PRESSURES
.......3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS ............
5
PARTS LIST _.................
6
EXTRUSI ONS..._..._...._...
7
CORNER DETAIL ._...._....
7
ANCHORAGE ....................
8.11
Mate6al
Mln. FT
I Min. F„
Steel Screw
92 ksl
120 Its]
Elco UItraOor D
410 SS Elco ClmeFl"i
15S kSl
127,4 ksl
177 ksl
189.7 ksl
8063-T5 AlUminam
16 Ks1
22 kS1
A36 Steel
36 ksl
58 ksl
G6 33 Steel Stud
33 ksl
45 ksI
11 FOR ANCHORAGE DETAILS.
7. REFERENCES: TEST REPORTS FTL4645, FTL-4848, FTL4647, FTL4648, FTL-0649, FTLA650, PTL-0651, FTLi723, FTL.4957, FTL-0958 AND FTL-som
ANSI/AFBPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED S 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 KVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G•L) ARE ALLOWED.
CSRLOFAUMR
aFnw AMS I 1 a 11 1 4040.20
A.
No. W705
12' NOM.
GLASS BITE
12'NOM.
GLASS BITE
118' ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT
.090 PVB INTERLAYER 090 PVB INTERLAYER
1/8' ANNEALED OR HEAT STRENGTHENED GLASS 311V ANNEALED OR HEAT
5M6' NOM. 7/16' LAMINATED
LAMINATED GLASS 80,81 or 82 7116' LAMINATED GLASS 83,84 0
Part#
Descripgon
Material
71
Kommering 4SG TIPS Spacer System
72
Ouenex Super Spacern%rvitn Her Men Butyl
See this
73
Ouanex Dumseal Spacer
Sneer t
or Materials
74
Cardinal XL Edge Spacer
1.3 9
aEXTERIOR INTERIOR
(ALL SECTIONS)
KURARAYTROSIFOL
IL!%No%�,Ei'2'NO'l
PVBINTERLAYER
GISBu 46 GrASSBffE tl or
SAFLEX PVB INTERLAVERBV
EASTMAN CHEMICAL COMPANY
70 38 7D
1/8' ANNEALED OR HEAT STRENGTHENED GLASS 311 S' ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
1/8'ANNEALEDOR HEAT STRENGTHENED GLASS91WIFINOM.
3/16'ANNEALEDORHEATSTRENGTHENED GLASS
5116'LAMINATED 7116'LAMINATED
AIR SPACE AIR SPACE
1/8' ANNEALED OR TEMPERED GLASS 118' TEMPERED GLASS
13/1B'NOM.
13/16' LAMI IG GLASS W/ 5/16' LAMI 86,87.88 or 92 13MV LAMI IG GLASS W/ 7/16' LAM[ 89,80 or 91
PCLnsO DESIOCANTRLLAREA
eUTYLENE N16'NOM
SEA
SEAL
NOTE
LAMI IG OUTBOARD II
LITES MAY BE
UPGRADEDT03/18'
WITH NO CHANGE IN
DESIGN PRESSURE.
.w-uu.awe .��-,,.,..,...,.,
.ru/- .............
"C!/ `-IM. GlA55 -
Uwn3p'•; <�-��
TI KODISPACE n SUPER
w DURASEALO
XL EDGE"'
°SPACER
*r'•• No.5a7Bs `•�P
4SG TPS SPACERONXT"'
SPACER
OT''•• STTA l •4A�:
tolo
x.r cln�aa
DETAILS
OF
',FS'•• ORION,' IN��
_GLAZING
'S�CfVAL
JR I: m7 �°'o NOCNANOE91N139HEET.
CERi.OFA1RH.n79ID0
"��
ALUM. SINGLE HUNG WINDOW, IMPACT
PMp/u
A. LYAINr ISI�L�R, P.E.
'FJL N5 JJ. W7
a
x°piwrne mm
BNma FuII 2 n71 4LW0-20
G
FLP.E.#56705
4GE OR INTEGRAL
ON FLANGED WIN[
GLASS TYPE
118"
STANDARD VIEW & RADIUS TpP FLA, E OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION
BASED ON FLANGED WINDOW IP TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38318' 44" 60618' Sr 1 72" 74"
TABLE 2.
76"
48"
1 A.B.M
.80.0
-80.0
1 480.0
00
+]000..0
70.0
-70
+70
-70.0
6
A,B,M
80.0
+80.088
-0.0+
40.0
7.9
0
•70
0+80.0
707
0.
f7
0.0-700.
62•
A,B.M
+B0.0
4l0.0
+80.0
.80.0
+00.0
-B0.0
+76.8
-76.9
+70.0
-70.0
63118'
A,B,M
+80.0
-00.0
+80.0
.80.0
1 +B0.0
1 40.0
1 +75.0
-75.0
1 f68.0
1 48.0
+88.]
45.7
+65.6
46.5
UPTO63118"
C,D,E.F,G,H,I,J,K,L
+800
-80.0
1 +00.0
1 80.0
I +60.0
I -80.0
I +80.0
I -80.0
I +70.0
1 -70.0
1+70.0
1 70.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 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 76' INTEGRAL FIN)
WIDTH GLASS TYPE 17118" 2211116' 283116" 33314" 396116' 4413t16" 60318' 651511V
63118" D,E,F,J,K,L' +80,0 1 40.0 1 +80.01 -B0.0 1 +80.0 1 -80.0 +80,0 1 40.0 +70.0 -70.0 1 +70.0 -70.0 +70.0 -70.0 +70.0 70.0
GLASS TYPES:
TEST REPORTS TABLE 4.
A. Ell 6'LAM] - 1I8'A,A90.118'A)
FTL4647,4648, 4723 4957
B. 611V LAM]- 1/8-A..090,11WHS)
FTL4647,464B
C. 6116-LAMI - 1/8'HS,.0901/8'HS
FTL4047,4648
D. 7116' LAMI- 3116•A,.090, VIVA
FTL-4645, 4885
E. 711V LAMI-(3/16'A..090, 3/16'HS)
FTL•4645
F. 7/19- LAMI- (3/16HS,.090, 3/1WHS)
FTL-4645
G. 13116LAMIIG-l1W T,AIRSPACE, S716-LAMI-1/8•A,.090,1/8'A
FR4648, 4723
H. 13/19- LAMI IG - IIV T. AIR SPACE, 5/16' LAMI- 118-A..090.118'H$
F1L4646
I. 13116'LAMI 10-IIW T, AIR SPACE. 5/16- LAMI -(118'H8,.090,1WHS)
FTL3646
J.1WIr LAMI IG-1/8'T, AIR SPACE. 7/16'LAMI -(3/16-A,.0903/16-A)
FTL-4649, 4650
K. 13116" LAM) IG - I/W T, AIR SPACE, 7/16" LAMI - 16"A,.090 3/16"HS)
FTL<849, 4650, 4958
L 13/16' LAMI IG-1/8' T. AIR SPACE, 7/16• LAMI - 3116'HS,.090, 3/16-HS
FTL-4649, 4650
M.1311V LAMI IG -IIWA.AIRSPACE, SIIW LAMI -11VA-090, 1/8'A
FTL-5063
'O'
MIT. MEETING RAIL ��SSgq..SS
�H
r W NT.
IJI1r •p• MINUS
SASH
HT.HT.
tT. MEETING RAIL 4
X' Sl1SH
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWERAS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFPECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1• FROM THE FLANGED 7IP-T071P FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518• MINIMUM TO 38' MAXIMUM.
4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY
5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP
LIMITATIONS. IOForeauaLocvoFrvO N.vFwcCFursN I�� DE SIGN PRESSURES
( T.OFAUiHOHG9
3 a 11 1 4040.20
`IGIO b!
.' UCEN,NgF •.. (�
No. 58705
R '
��i
•. .....ADP;
SYONAL ENA
G
'YNN {MILER, P.E.
FL P.E.#56705
SEE DLO
TABLE
SEE DLO
TABLE
49 SB' MAX. FIXED
DLO (ALL)
0 Jlr
x j
48114' MAX.
/ENT OLO (AL
DETAIL A
1/1
1 531B' MAX FLANGED WIDTH
521B' MAX I.F. WIDTH
o-I
I
75- MAX
I I.F.
D--+ HEIGHT
MAX
SASH
75' Mf
I.F.
DETAIL B
VIEW (STANDARD SASH)
E�
II 75' MI
.F.
E� HE
!
7 O / �i
SEE DLO TABLE SASH SEE DLO TABLE I X j SASH
HEIGHT HEIGHT
B
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEETS FOR VERTICALAND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS B THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B S C) ARE BASED ON ATHREE OVER TWO FORMAT.
DETAIL C
RADIUS TOP (STANDARD SASH)
*:' NO.5870S ''w
cBa.oreum.voew ALUM. SINGLE HUNG IMNDOW IMPACT
JR BSBN17 0 NO CHANGES TM35HEEf. v.rY,� m ae m.or ue A LYNN MILLER P.E.
FK WX5 Ai. °Lnc+n�`mo�cu`cw SMo4 NTS 4 > 11 IMI G FLP.E.#58705
NOTE:MIN. (7)SWEEP LATCH AT VENT CENTERLINE OR j6 27
OPTIONAL BOTTOM LOCKS.(1) e' FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED
1
r-
INSIDE INSIDE MAX VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
n � 9,10,11,15,16
OUTSIDE
DAYLIGHT
SECTION B-B
(LOW SILL SHOWN)
ULTRALIFT
I I I OUTSIDE
I-� MAX FIXED DAYLIGHT OPENING +�
I MAMA X WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE
47 50
e
(HIGH SILL)
54
ULTRALIFT
12 ONLY
* ? No.58705
JR - 1076&17 c NOCWINGES THIS SHEET. cEBr.aFwlxFsae .�. I ALUM. SINGLE HUNG WINDOW, IMPACT'
ua+ve A LYN<S �.IILLER. P.E.
'�` �` �"^"`�� a SHAD HSff 5 eTT 4040.10 G FLP.E.k58705
RK S/IAS J.L T2W07 nunnumnm
REM
DWGN
DESCRIPTION
PM
60
1635
SCREEN SPLINE-.135 DIA HARD
61635K
61
SCREEN CLOTH
61816
63
505
GLAZING CHANNEL (.688 X.500)
6533402
64
1161
68 X 1.000 PH. BUGLE TEK
708X1
67
GLAZING TAPE, 1/16 X72-7M6 LAM
62BVISID
68
4051A
SASH BOTTOM RAIL (HIGH SILL)
64051
69
4050A
FLANGE FRAME SILL (HIGH SILL
64050
70
SILICONE, DOW791, 899, 995 OR GE7700
80
AGLASS, 5/16"Lml,(1/6-A.G90 PVB,1m"A)
81
S.GLASS. 5116- LAN, (1/8"A.090 PVS,1/8"HS)
82
C. GLASS, 5/16' LAND, (11WHS,.080 PVB,1/8"HG
83
D. GLASS, 7/16" LAW. (3/16"A.090 PVB,311BW
84
E. GLASS, 7116' LANI, (3116'&.090 PVB,3116'HS)
85
F. GLASS, 7/16"LAM, 3N 6"HS,.090 PVB,3/1 VHS)
06
G. GLASS, 13116' LAMI IG; 1/8T, AIR SPACE, 5/16- LAN, (1/8"A.090 PVB.IIWA)
87
H. GLASS, 13116-LAMl IG; 1/8T, AIR SPACE. 6/16- LAMI, (1/8°0.090 PVB,1/8-HS)
88
I. GLASS, 13/16" LAMI IG; 1/8'T, PIR SPACE, 5116-LAMI, (1/8'HS-090 PV8,1/8-HS
69
J. GLASS, 13/16"LAN IG: 118T. AIR SPACE, 711W LAM.(3/18"A.090 PVB,3H6' '
90
K GLASS. 13116' LAMI IG; I/BT. AIR SPACE, 7116" LAM, 3/16-A.090 PO11,3/ITHS
91
L. GLASS, 13/16" LPMI IG; tl8'T, P1R SPACE, 7/18"LAND, aMS' HS,.090 PVB,3/16"HS
92
M. GLASS,13/18" LPMIIG; 1/6'A AIRSPACE, S/16"LPNO, 1/8 q.090 PVB,IIB"A)
�2784
1. 30
062
4T FRAME. I.F. HEAD
714071A, 8083•T6
SS
48 FRAME, LF, LOW SILL
04072A,6063-T6
2a74---1
.0
2. 7
L
16 NCM
THICKNESS
159 1 16Z4 15UREEN SPLINE-.1350W FGAM I 61624K 11 15Z4 ISUREEN SPLINE-.135 GW FGAM I 61624K I
"—�
SD FRAME. I.F. JAMB
•'+,11`p=;
49 FRAME, I.F. HIGH SILL
g4074B, 608&TB
* No, SB705
*—
1/4073A, 6063-T8
(USED AS RADIUS TOP HEAD)
.
IomlENICE.M eNE
o�w°
%AO '•, S7A / A,���
N.
PARTS LIST
0
�'1, •, (l,�
�i •:ff
@dll<061m
ml)4
ALUM. SINGLE -HUNG WINDOW, IMPACT
lCs ORI�P,;' \��
'�•,S/pNAL ENG�,�
JR
`�060N11
G
NO CILVJGSSTM93HEEf.
C T.6FA6M. '
P.E.
F.K
8M415
✓"L
T23N7
,nyyOOfi,�0.CVNNIMI\LEfi,
nnucmm
810W
NTS 1
6 111
4040.20
G
FL P.E.058705
F--2.784-1
I2.630
7E_17012
O FLANGE FRAME HEAD
04002A, 6063-T6
.
O FLANGE FRAME SILL (LOW)
1749
04003C, 6083-TB
2.710 1
.082 A90
1-1.513+(�.738
040
.082
�
O FLANGEJrR
AMB O 04025.6063-TS SASH STOP
ae4,6os3-
SAS
17 N4053, 663-TS
(USED AS RADIUS TOP HEAD)
--1 1.31.34422 If
.062 I� I I.
21 FIXED} MEETING RAIL
#405dA, fi083H0•TB®
1.707
23 SASH TOP RAIL
#4006C,6063HS-TB
69 FLANGE FRAME SILL (HIGH)
#4050A 6063•T6
2.326—y
2.836
.062
68 SASH BOTTOM RAIL (HIGH)
i14051A. 6063•TS
SEALANT ALONG ENTIRE JOINT
O ELF. FRAME
D or OU
SEALANT OR NDSI_1
AT HEAD AND SILL
V
I
VIEW D-D VIEW E-E
(111 &VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
-- — 050 i-- ---
—� 1.165 r�^(" �.078
I 1.098 I �.
.osz 1• �49 41 GLAZING BEAD, 6/16"
1 #4039D, 6003T5
31 SASH SIDE RAIL
#4008. 6063-T5
28 SASH BOTTOM RAIL(LOW)
#4007, 6063•T5
r 050
II,I�" .676
1.096 444—)��iLLLL��--- T
O GLAZING BEAD 7/16"
#4222, 6063-T5
050678
1.115-1 -T 46
45 GLAZING BEAD, 7/16"
0985C, 6003-T5
(USED Wl GRILL KIT)
050.678
1.096-T
42 GLAZING BEAD, 5116"
#40445,6063-T5
(USED W1 GRILL KIT)
1 .683 ,asD
TI' ---� 1 1.097
8x I Half 1 7 -1
WELD
ALONG
BOSS (2)
INnd Cod<
dmnnoxe! •062D.Zd21
att PadeNoNn't
�?
* ; No. 58705
ANCHOR QUANTITIES FOR 11t FLANGED WINDOWS TABLE 5,
WINDOW HEIGHT
SUBSTRATE:
28.603
34.603
40.603
46.603
52.603
68.603
64.603
76.000
NOONU,-�NOONU��NgOgNU��H4O4N
0O
�UNON
N.g
NU
�0
NOO
N0
WINDOW
GLASS
U�UNON
U.-0
0
WIDTH
TYPE
3
3
3
5
3
300
C,D,E,F.G,
1
i
1
1
1
1
1
1
1
1
1
1
1
1
1
1
i
1
1
1
1
1
1
19.125
HI:J,K,L
1 2
1T1
IT
1'2
;;1
;f2
zT,
1T2
z z
2 2
z 2
2f z
2!2
z 2
2r2
2 2
2�2
212
212
2 2
2j2
2]3
2j2
_T1�
313
1
1
1
AB,M
1.2
1I1
1 1
_t
112
111
t5i
2 2
112
212
212
.2 2
2 2
2';2
2i2'2
2
222
212
1
212
212
2 2
2 3
212
3 2
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
24.000
H,4J,K,L
172
1 1
1 2
1 2
1�2
1T2
_7_
2l2
1;2
_1
2 2
2 2
2.2
2 2
2 2
2 2
2 2
2'3
2 2
2 2
213
2i2
2r
3T3
_7
2 2
33
1
1
1
1
1
i
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
ABM
1 21J1
; 21
2,!21j22r2122F2222r2222r22l
_1
22l22l322
_t
2r22j3
_1
2r
2I3
3r32233
C,D,E,F,G,
1
1
1
1
1
1
1,
1
1
1
1
1
1
1
1
2
1
1
1
2
1
32.000
H,IAKL
1 2
1 2
2 2
2 3
1 2
212
2 3
i 2
2 3
2j3
2L2
2F3
2 3
212
2T3
333
_1
2r2
3 3
_2
35
3 2
313
3 4
3[3
_1
4 4
qBM.112
tj2
1 2
_
2 2
.. .
2r3
v._.._
1f2
212
..T._._.,-.._
213
1 2
.....
2 3
-.._
213
.....r
2 2
2 3
_,-..
2 3
- _
2 2
._ _
2T3
._
3 3
_ _-
2 2
....._
3!3
._ ._.
3 b-
I=2.3I.3
__
_
3�
..
3T3
_.�.
4 A
C,O,E,F,G,
1
1
1
1
1
1
2
1
2
1
2
2
2
2
1._
2
2
1'
2
,2
1_
2
37000
H,I,J,KL
2 2
1�2
2(2
2 3
_
1!2
2 3
2 3
2 2
_7
2r3
2 3
212
2j3
2�3
_7_
2 3
2T3
3 4
2 3
_
3 3
3 4
3 3
3 4
315
_
3 3
_
44
1
1
1
1
1
1
2
1
1
2
1
2
1
2
1
2
1
2
ABM
._.�.
212
.__....._
1 2
2i2
_
2 3
_-,.
1 2
_-_._'.__._.__
2j3
213
212
2 3
._-
213
__
212
-..._._._
2i3
Al
2I3
_. ...
213
_
2 3
_.. ....
314
2j3
3r3
,3I4
3 3
__._.
34
__
'S
3i3
414
PSF
79
CJO,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
40.000
H,I,J,KL
2 2
_._..
2 3
,-
2!2
.�_.._-1._
23
213
-
2 2
_
2 3
_
2 3
2,3
_
2 3
�._
2j4
_-_
2 3
._
3 3
._
3 4
2I3
.-T_
3I4
_
3 5
3T3
_ ......
34
4 5
3f3
4 4
qB,M
2
ji2i
2
2
2
2
2
_2
2
_2
2
2
2
_21�
2
2
2
2
2
2
2
2
2
2 2
1i
2 2
213
2I3
2j2
2T3
2 3
2i3
2 3
2{4
213
31a
3T4
2I3
3T4
3T5
3i3
314
44r5
35
414
PSF
79
C,D,E,F,G;
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
44.000
H,I,J,K,L
2 2
2 2
2 2
2 3
2I2
2�3
213
212
3 3
214
2r3
3 3
3T4
2 3
313
3 4
1273
1 3 4
3 5
313
3;4
415
3 R
4 6
qB,M
2
2
2
2
1 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
_2.
2
2
2
2 2
2r2
2T2
2�3
2j2
2�3
2 3
2;2
3i3
2'4
2'3
3 3
3i4
2�3
33
3r4
2I3
3�4
3 5
313
3j4
45
3'4
4 5
PSF
79
79
C,D,E,F,G,
2
2
2
2
2
2,
2
2
2
2
2
2
2_
2
2
3
2
2
3
2
2
48.000
H,I,J,K,L
2 2
2 2
2 2
2j3
212
2T
3;4
2;3
3r3
_2
3l4
_2_
2 3
3 4
3T4
2 3
3I4
315
_2_
3j3
3 4
3T5
3 3
4;5
4T6
3 4
5 5
qBM
2
2
2
2
2
2
_2
2
2
2
2
_2
2
2
2
2
2
2
_3_
2
2
3
_
_2
2 2
2i2
2 2
213
212
213
3�4
2T3
3!3
3T4
2I3
3r4
314
213
3i4
3j5
313
3 4
315
313
Ti4
45
16
3r
6j2
PSF
72
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
63.125
H,LJ,K,L
2 2
._ .
2 2
2 2
2 3
_T_
22
.r
if
213
.�__..
3 4
2;3
_.........__
314
314
....,..-.T...
2;3
3 4
314
33
3;4
315
3:3
4 4
46
3 4
4�5
4 8
3r4
5�8
qBM
2
2
._,-.
2
2
2
_,._...__.________________�_...
2
2
2
2
2
2
2
...._..
3
_..-.___.i
2
2
_.,.._..
3
2
--I_-...144.5
2
3
2
2
3
2
3
2 2
2:2
2 2
2 3
2!2
21,3
3;4
2�3
3!4
3�4
2i3
3i4
3!4
3�3
314
3T5
3�3
414
4�6
313
4!5
418
314
4(5
CERT,OFAIIM.PIBEB
1. ANCHOR TYPES: 1- IW ELCO ULTRACONS OR912
SCREWS INTO METAL
2-1/4' ELCO SS4 CRETE-FLEX
3-912 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS.
HEAD -1812' (4AX. FROM TOP CORNERS
JAMBS -17 IW MAX FROM TOP CORNERS
16'MAX. FROM BOTTOM CORNERS
W MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PERTHE ADJACENTTABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE P LESS.
5. DESIGN PRESSURE LIMITATIONS:
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.
TABLE KEY:
MAX PSF
(DP LINIITEDY 716
HEAD 2
JAMB ABOVE 2 3
M rG. RAL
JAMB BELOW
MTG. RAIL
(FULL OP)
HEAD 2
Br
M(wa�eoa,sT
JAM78 ABOVE 2 3
`.�%'qAY LYMN
MTG. RAIL
JAMS BELOW
UCENSE
MTG. RAIL
SEE TABLE 1 FOR
= 1t :• NO.58705
FULL DP
=_ilJ�-11—L.
urroa I MS 1 8 • 11 1 404MO
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6,
WINDOW
FEIGHT '
9UBSTRATE:
29.655
37.155
44.055
1 52.155
1 59.655
1 67.155
74.655
1 76.000
ANCHOR TIDE.
❑
riOwo'"O
0
U
.o
U
❑
�i pOpwO'-or+p❑p•-OHpOpn'O�ONOge•'O�❑npO�O'-O
j
U
U
o
U
5
❑[�2-11
O
zm
U
❑
g
U
V
U
U
❑
S
o
U
0
V
0
$
o
U
O
U
o
o+Oggw
g
o
O�OrvpOp
U
O
U
o
5
0
�CI"O
U
0
U
WINDOW
W�.�
GLASS
TYPE
C,o,G,
H,I,J,K,L
i
",I—,
_7
1T1
1
1 1
1
212
_1_
2!1
1
2T2
1
2 2
1
212
_7
2!2
1
2r2
1
2r2
i
2 2
1
272
1
2i2
1
2!2
1
2�2
1
2;2
1
3(2
1
2i2
1
3i2
1
3T2
1
2�2
1
312
19.126
1
1 1
2F2
1__1__A,B,M1
2I1
2 2
2(2
2 22
2�2
212
2TY
2!2
F-2
212
212
2(2
2.2
372
2 2
3,2
—2
2!2
3i2PSF
79
24.000
,G,1
H,I,J,K,L
7 1
171
1I i
2I21
1
212
2 2
K2
272
2 2
2 2
212
2I2
312
312
2 2
31 i
3I2
2 2
3I2
2
2 2
3(2
A,B,M
1
1
111
1
1(1
1
212
_1_
1(1
1
'2 2
11___11111
2T2
212
2I2
2(2272
2 2
2I2
3 2
3T2
2i2
3 2
32
2 2
3T2
3 2
2r
3 2
PSF
88
77Il
32.000
F,G,
H,I,J,K,L
1
1 1
1
111
7
7 7
1
2�2
1
22
1
2r2
1
2 3
1
2 2
'1
2_2
2
315
1
2 2
1
3 3
2
3 3
1
3�2
1
3�3
1
3 3
1
212
1
V
1
A 3
1
3 2
1
4'3
1
4 3
1
3�2
1
4[3
ABM
1
1 1
i
1!1
1
1 1
1
2 2
_7
2 2
_7
2 2
2�32r2
2 2
3t3
272
3 3
3 3
3 2
3 3
1
313
1
212
1
3�3
1
413
1
3 2
1
4 3
1
4 3
1
312
1
4(3
PSF
59
67
79
37.000
C,D,E,F,G,
H,I,J,K,L
1
1 1
1
1�1
112
1 1
2 2
1
2!2
1
2 2
2
2 3
1
Ti2
2
2 3
_2
3j3
1
2 2
2
3;3
2
313
1
3�3
2
4 3
2
3;3
1
3(2
2
3 3
2
473
1
3(2
2
4 3
2
4 4
1
3!2
2
4 3
A,B,M
1
1 1
1
1(�1
1
1 1
2
2 2
1
212
1
2 2
213
212
2
2 3
2
3 3
1
2 2
2.
373
2
313
_1
3T3
2
4T.3
2
313
1
3 2
2
3 3
2
4 3
_1
3T2
2
4�3
2
414
_1
3�2
_2
413
PSF
54
79
62
79
'
40.000
C,D,E,F,G,
H,I,J.K,L
2
1 1
2
1 1
2
1 1
2
2 2
2
2 2
2
2T
2
2'13
2
2I2
2
3i3
2
3!3
2
2 2
2
3T3
2
bi3
2
3 3
2
4.3
2
3r3
2
3 3
2
4(3
2
4'4
2
3 3
_2_
413
2
414
2
3i3
2
5!3
ABM
2
1 1
2
1 1
2
1 1
2
2 2
2
2!2
2
2 22
2
2i3
2
2i2
2
3;3
2
3'3
2
2�2
2
3i3
2
4T
2
3T3
2
4;3
2
3i3
2
3!3
2
413
2
4 4
2
3(3
2
45
2
414
2
3�3
2
5�3
PSF
49
79
66
79
79
44.000
C,D,E,F,G,
H,I,J,K,L
2
111111222T22233223�33I42331344
2
2
2
2
2
2
2
2
2
2
2
2
2
T
2
434T4
2
2
3I34�3
2
2
44
2
33
2
441-3
2
4T4
2
-if 354
2
A,B,M
2
1 1
2
1 7
2
1 1
2
2 2
2
E
2
2 2
2
3T3
2
2!2
2
313
2
3�4
2
213
2
3!3
2
44
2
3 3
2
4!3
2
4,4
2
33
2
4�3
2
4!4
2
3 3
2
4!3
2
4 4
2
3!3
2
514
PSF
45
74
51
74
79
79
48.000
O,D,E,F,G,
H,I,J,K,L
2
1 1
2
1 1
2
1 1
2
2 2
2
2-2
2
2 2
2
3 3
2
2I2
2
3 3
2
3 4373
2
2
3;3
3
4'4
2
3,3
2
4:4
2
4 4
2
3:
2
4
3
4i4
2
4!3
2
5'4
R�J-41
jF4
A,B,M
2
4 1
2
1 7
2
1 1
2
2 2
2
2!2
2
2 2
2
3 3
2
i
2
3!3
2
3!4
2
3y3
2
3T3
3
-i
'2
317
2
4I4
2
4I4
2
3!3
2
4T4
3
414
2
4T35i4
2
PSF
41
67
46
67
76
79
53.125
C,D,E,F,G,
H,I,J,K,L
2
1 1
2
1 1
2
1 1
2
2 2
2
2T2
2
2 2
3
3 3
2
3(3
2
3'3
3
4!4
2
3!3
3
4�4
3
4r4
2
3�3
3
4'4
3
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2
3 3
3
4I4
3
ST5
2
4!3
3
5:4
3
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2
45
3
514
•
2
1 1
2
1 1
2
171
2
2 2
2
2!2
2
2 2
3
3 3
2
3!3
2
3I3
3
4A
2
3T9
3
4 4
3
4;4
2
373
_3
44
3
4�4
2
3(3
2
4;4
3
514
2
4�3
3
514
3
5 4
2
4!3
3
5;4
C T.OFAUMf1919B
1. ANCHOR TYPES: 1-1/4' ELCO'ULTRACONS OR812
SCREWS INTO METAL
2 -1/4- ELCO SS4 CRETE-FLEX
3-612 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD: 18112' MAX. FROM TOP CORNERS
JAMBS 17112 MAX, FROM TOP CORNERS
15' MAX. FROM BOTTOM CORNERS
6-MAX. BELOW MTG. PAL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE V LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
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.
S. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
JAMB ABOVEL
MTG. RAIL
JAMB BELOW
MTG. RAL
JAMB ABOVEL
MTG. RAIL
JAMS BELOW
MTG. RAIL
SEE TABLE 2 FOR
FULL DP
srmn I MS 1 9 > 11 1 4040.20
*l" Na. 58705
ANCHOR QUANTRIES
ABOVE MEETING RAIL HEAD&JAMES CUSTOM FLANGED
WINDOW
HEIGHT MINUS SASH HEIGHT TABLE7.
WINDOW HEIGHT MINUS SASH HEIGHT
FROMTABLE
B.
SUBSTRATE:
77.125
1 22658
28.2111
33.754
1 39.296
1 44.839
50.352
1 55.925
ANCHORTYPE:
WINDOW
WIDTH
GLASS
TYPE
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1
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24.000
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79
37.000
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1
1
1
2
2
1
2
2
2
2
3
1
2
2
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2
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1
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2
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2
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1
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2
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1
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79
79
79
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40.000
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79
76
79
77
79
79
79
44.000
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78
79
70
79
79
71
79
73
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48,000
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2
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71
79
63
71
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64
74
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77
69
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53.125
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2
2
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ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLES.
SASH HEIGHT
SUBSTRATE.
12.776
15.776
18.776
21.776
24.T76
27.776
30.776
31.106
ANCHOR TYPE.
o
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WIDTH
19.125
1
1
1
2
1
2
2
1
2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
24.000
2
1
1
2
1
2
2
2
2
2
2
2
2 2
2
2
2
2
3
2
2
3
2
2
32000
2
1
2
2
2
2
3
2
2
3
2
3
3 2
3
3
2
3
4
2
3
4
2
3
37.000
79
2T 1 2
2
2 1 2
3 1 2 13
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
40.000
74
2 2 T 2
2
2
2
37 27 3
1 37 2 F3
1 3 1 3 1 3
1 4 1 3 1 3
1 473 1 4
4 1 3 1 4
44.000
68
78
2—F2—r 2
2
2
2
3
2 3
3 3 3
4 3 1 3
4 1 3 1 4
5 3 4
5 9 4
48.000
63
72
78
2
2 2
2
2
2
3
2 3
4 3 3
4 31 4.
q 1 3 1 4 1
5 3 4
5 1 3 1 4
53.126
73 1
58
66
72
2
2 2
2
2
2
3
3 3
4 1 3 4
4 1 3 1 4 1
5 1 3 1 4 1
5 1 3 1 6
5 13 5
(041148mm
CDTT.OFAUIH.YCibd
1. ANCHOR TYPES: 1-1/4' ELCO ULTRACONS OR#12
SCREWS INTO METAL
2. 1/4' ELCO SS4 CRETE-FLEX
3 -#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD- 10 112' MAX FROM CORNERS
JAMBS-17112' MAX FROM TOP CORNERS
6 1/2' MAX ABOVE THE MEETING RAIL
6' MA%. BELOW MTG. RAIL
15° MAX FROM BOTTOM CORNERS
SILL • ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCORFROM
TABLES
7. AND FOR CUSTOM
VIEW WINDOWSFROM TABLES7. ANOB. USINGTABLE
THE
DIMENMOVE THE ONAL
TING AIL NOTE B USE TABLELOW.
ABOVE THE MEETING RAIL AND TABLE 8.M FOR BELOW.
4. WINDOWS
SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 MIN. TO 38' MAX
S. TABLE WIDTH AND
NDHEIGHT INTEGRAL
DIMENSIONS
FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
T LESS.
8. DESIGN PRESSURE LIMITATIONS:
512E BLOCK. OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE OUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FORTHE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS.
TABLE 7. KEY:
MIX PSF SEE TABLE 3 FOR
(OPLMTTED) 112 FULLDP
HEAD 2
JAMB ABOVE 2
MTG. RAIL
(FULL DP)
HEAD _ 2 _
JAMBABOVE 4
MTG. RAIL
TABLE 8. KEY:
MAX PSF
(OP LMTED) 112
JM/® BELOWI 2
MTG. RAIL
(FULL
`�NvIICEN�
SF
JAMB BELOW
2
```
MTG, RAIL
= * i N4. 58705
SEE TABLE 3 FOR
FULLDP
= //�'J,_
:r'T" tf,
5117w I N S 1 10 a 11 1 4040.20
aEXTERIOR INTERIOR*
1-3/4•MIN. EDGE
BACON ANCHOR)
(ALL HEAD AND SILL DETAILS)
2-1/2' MIN. EDGE
CONCRETEANCHCR
2FLEX ANCHOR)
(SEE NOTE 1 & 3) 2x WOOD BUCK
(SEE NOTE3)
MIN.•
CONCRETEKSI
t3/4'MIN.
�'
OPTIONAL 1xr7
WOODBUCK
(SEE NOTE 3)
1/4'
MAX.
SHIM
1-1/4' MIN. EDGE (CI
1.3/4• MIN. EDGE (CO/
1/d• MAX. SHIM
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED 1/4' ELCO ULTRACONS OR 1/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1 314' FOR ULTRACONS INTO CONIC., 2.12-ED. FOR
ULTRACONS AND CRETEFLEK INTO CMU AND CRETEFLEX INTO CONC.
EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE#12 STEEL SCREWS(GS),
1/4' SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131.0 x 2-12' COMMON NAILS (F7887 NL CM
S-07 Z (8d)) Bd PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10-FIN MOUNTED
ONLY (SEE DETAILS E, F AND G THIS SHEET)
13/8" 3. WO OD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
—MTOTAL THICKNESS IS LESS THAN 112•. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
112• THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1/4• ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
MAX 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM 6063-TS AND A MINIMUM OF I/8•THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
DETAIL DETAIL THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.0415-
TYPICAL FLANGED HEAD ANCHORAGE
/�..I 1.3/4' MIN. EDGE (ULTRACON INTO CONC.)
I I 1-2.12-MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.)
(SEE NOTE 2 & 3)
1 3/8'
MIN.
1/4' MAX. SHIM--�{
CONCRETE ANCHOR I O
FHBELOWMEETING
RAIL (SEE NOTE 2)
315 KSI MIN. CONCRETE
.A. OR 1.5 KSI MIN. CMU
Ltx BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4• --I I--•5/8'MIN.EDGE
FRAME
.131• DIA MIN.
x 212' NAIL,
ATCORNERS
AND 5. O.C. I 5/8'
1!a•
MAX
SHIM
DETAIL F. (HEAD)
SUPPORT TO THE WINDOW FRAME SIMILARTO THAT SHOWN IN THESE DETAILS FOR 2x
WOOD BUCKS. THE ANCHOR SHALL BE A R12 SHEET METAL SCREW WITH FULL
ENGAGEMENT INTO THE METAL IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
B. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE RI2 TRIMFIT HEADS.
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE.
4
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
lul
FRAME
.131• DIA. MIN.
x 212' NAIL
ATCORNERS
AND 5- O.C.
IN. EDGE
1115 .x 21 DIA MIN.
x 2' NAIL.
AT CORNERS
AND 5' O.C.
DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
(941)4W=
CEAT.OFAUM/Nl'A
1/4'
MAX
_�SMIM
DETAIL G, (SILL)
swop NTS 1 11 d 11 1 4040.20
lam
BONY LYNV ;
' LICENSE •., (/
No.5870S '0
`••A40RIDA„• �_
"ONAL BNG.:
.YNIJ�Ii R.P.E.
FL P.E.# 58705
SCANNED
B
Y
Coun
St. Lude ty
M IAM 1•hDADE MIANII-DARE COUNTY
no PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES UMR) 11805 SW 26 Street, Room 208
BOARD AND CODE ADNIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
_NOTICE OF ACCEPTANCE (NOA) www.miamidade."Weeonomv
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 Con&ol Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall'not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06119117, 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 by the Miami -Dade
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product 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# 16-0218.03 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 Jorge M Plasencla, P.E.
NOA No.17-0630.01
MIAMFDAD; couNTY Expiration Date: May 26, 2021
I17 Approval Date: November 09, 2017
Page 1
0,
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC So'
Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated
08/29117, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Jorge M. Plasencia, P.E.
Pro uct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6' Edition
(20147, dated 06122/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26, 2021
E-2 Approval bate: November 09, 2017
I nU
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: IIIIUNII\^7�TIFIP_'ll NON -IMPACT OR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THEMULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE }
gn
MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION. TYPICALP SBFSTNSTALLESHOWN. liOD.O RIATION X ONIOUEANDSHOULO BE a
EVALUgTED BYAN EImERIENCWINSTALIFJI FORTHE BEST INSTALLATION METHOD.OPTIONALIX OR2X WOOD BUCK9IFUSED, OwEwu.N0fES_.._.._....1
FIGURE 1:
MULTIPLE
MULLIONS
ATE
SEBMUG;;
6HEETS 4 IIII
f92H
AIL /960ETNIS
I MOMTNM �� A-0PM.
IIF------ FIM.L 6XEEBN
LIHbiM HCRILIXRK
M LL
LENGTH
ADDMONAL EXAMPLES OF MULLCONFIGURATONS:
NULL 1---DPEMNOYJPOH
—I LwfiM r' 1
r
j MDLL r r
r j
SINGLEMUWON L SINGLE MUWON
'16EE CDRPESVOHG R,G DETp69
FROMROUREI INTONE
CODESJSTANDARDS USED:
•EDIT FLORIDA BULDNG CODE I(FFHH ,6TH EDITION
•2014 FLORIOA BUILDING CODE (FOC. SIN EDITION
•ANSNAF3PA N05.2015 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL ADM420%
•AISI SUN-12
•AISC56D10
MULTIPLE MULLIONS
MUST SE ANCHOREO PROPERLY TO TRANSFER LOADS MID ARETO BE DESIGNED BY OTHERS
2)THETYPE AND NUMBER OFANCHORS IS CRITICALTO THE STRUMRALPERFORMMCEOFTHEMULLED UNITS. MULLIONS
HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLYATTACHEDTOTIEMULUON CLIPS, BUT SHALL
NCTHAVEAWOFMORETHAN IMMOMTHECLIP.
3)THE ANCHOMOE METHODS SHOWN HAVE BEEN DESIGNEO TO RESISTTHE WINOLOADS CORRESPONDING TOTHE REQUIRED
DESIGN PRESSURE MULUONSARE CALCUUTED TO DEFLECT NO MORETHAN.U180.7IE NS STRESS INCREASE WASNOT USED
IN THIS ANCHOR EVALUATION.THE IA LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS.
4) PROPER SEINING OF ENTIREASSEMBLY IS THE RESPONSIBILITY OFOTHERS AND IS BEYONDTHESCOPE OFTHESE
INSTRUCTIONS
S) USE THE COMBINED WIDTH OR HEIGHT OF ONLYTWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE GAMMON MULLION, SEE EYAMPLES ON THIS SHEETAND SHEET24. FOR MULTIPLE UNITS, CONSIDER
ONLYTWO ADJACENT UNITS ATATIME WHEN USING THE DESIGN FRESSUREAND ANCHORAOETABLES. THELOWESTOMIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY.
6)WHEN FINDING YOURSIZEINTHEMULLIONTABLES,ALWAYS ROUND UPTO THE MIX SIZESHOWN ONTHETABLE(S).
7) ANCHOR EMBEDMENT TO BASEMATERWLSHALL SEBEYONO WAILDRESSING ORSTUCCO. WOOD BUCKS BYOTHELS, MUST
BE ANCHORED PROPIMYTO TRANSFER LOADS TO THESTRUCTURE ANCHORS SHALL BE COATED ORCORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATEMATERIX_ DISS0111AR MATERIALS SHALLEE PROTECTEDAS REQUIREDTO PREVENT
REACTIONS.
B) REFERENCE: TEST REPORTS: FTL6443; ELCO ULT RACON/AGGREGATOR NOAS
9) MULLIONS AND CUPS HAVE BEEN DESIGNED 5 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND AREAPPROVED FOR IMPACTAND NON -IMPACT APPLICATIONS. MULUONSAREONLYTOBEUSED WITH
MT-APPROVEO FENESTRATION PRODUCTS HAMNG C1IMENTAPPROVAL9.
10) MULLIONS ARE N COMPLIANCEFOR USE N THE WHZ
111 QUANTTTYOF UNRS WTMIN A MULTIPLE MULLED ASSEMBLY IS UNUMITED PWMDEDTHATTHESPANAND OPENING
WIDTHMEIGIGCFEACHINDMOUALMULLIONCOMPUMWITHTHEREQUIREME SOFTMSN0A
INSTRUCTIONS:
1) OETERMINETHE DESIGN PRESSURE RC-OUIREMENTILBSIFPI FOR THEOPEWNG USINGTHEASCE-7 STANDARD.
2) CHOOSEAMULUON TYPETHAT WILL FTTTHE DEPTH OF THEFENESTRATION PRODUCT'S FRAME DEPTH.
3) REFERTO SHEET 25TOOETERMINE IFTHE WINO LOADING IS -RECTANGULAR' OR-MANGULARRRAPEZOIDAL'.
4) FIND THE CHOSEN MULUOMS MULLION CAPACRY(LBSIFPI FROM TABLES IATHROUGH 18N. ON SHEETS S THROUGH 20 RESPECTIVELY, USING
THE MULUON TYPE, LENGTHAND OPENING WIDTH OR HEIGHT (DEPENDING IFTHE MULLION 15 SPANNING VDITICALLY OR HORIZONTAIJ.Y).THE
MULLION CAPACTIY(LBSIFPI OBTAINED SHAILMEETOR EXCEEDTHE DESIGN PRESSURE REOUIREMENT(LBSIFT'1 FOR THE OPENING OBTAINED IN
STEP 1).
S) FROM THE BANE TABLE USED IN STEP 4) ABOVE, FIND WE VALUE INTHE NEXT COLUMN ANCHOR CAPACITY REOUIRED (LBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THEANCHORS AND MUST BE METTO ATTAIN THE NU. MUW ON CAPACITY.
0) FROM THE ANCHOR CAPACRYILRS) TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE
ANCHOMUBSTRAT&ANCHOR-CUP PATTERN MAYAPPLY) SELECTAN ANCHOR UP PATTERN AND VERMYTHATTHE REQUIREDANCHOR
CAPACITYISMET. ,
T) IFTHE MULLION CAPACITY (_ SIFT9LBS OBTAINED IN THE TABLE IS HIGHER THANTHE DESIGN PRESSURE REQUIREMENT(UMMMI FOR THE
OPENING, YOU MAY USETHE'ANCHOR CAPACITY ADJUSTMENTFORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WRH THIS
VALUE LOWERANCHOR CAPACITYOPTION MAYBESELECTED FCRTIESAMESUBSTRATE
B) VERIPYTHE DESIGN PRESSURE RATING BBSIM FOR TIEFENESTRATION PRODUCTTO BE USEDAND COMPARE WITH THE FINAL MULUC
CAPACRY(LBWMOBTAINEDFORTHEMULLIONSYSTEM.THELOWMOFTHETWOSHALLAPPLYFORTHEEtMR MULLEDFENESTRATION
PRODUCTASSEMBLY. -
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPUQNMON WHEN USINGTHIS NOATOAPPLY FOR APERMIT.
PRODUCT REVISED
6upEin Plll daW11N Qe Fladda
Non -No, a 17-0630.01
B P[-HPA onto 0512612021_
Na. 58705
A.l."MMB
FL P.E.#
DETAILA.
MULLION TO 2XWOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
DETAIL 8: eAwCN
MULLION ATTACHED TO IX RP Trv.axawR
WOOD BUCK AND MASONRY -3
(STANDARD CLIP SHOWN) Y
rnEa
ry
Eme
EDGE DISTANCE
H).=
DnITi
FORMOIftY
F RIX
ANCHORS
VIIISJUSTIlm
srPaws
'4
SIDE VIEW
ALL mUUUm
4,
cu~BE
ME
EXTERIOR
tl!37� BY
4-
mls�uu
-:-
4
•
U,Vi
I
i=H
EXTERIOR
4 4. ,
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES.
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) OUANM OF ANCHORS AND MULLION SIZE SHOWN MOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON TKEANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON ME
FOLLOWING
SHEETS. FOR DETAILS A.D. EITI-JER THE STANDARD OR OFFSET CLIP MAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE)(HEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTrONX, SEE DETAIL C, SHEET 3.
5) MR MASONRY APPLICATIONS IN MIMWADE COUNTY, USE ONLY MIAMI.DADE COUNFIYAPPROM
ELOO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
16
CT REV BED
uPsRcOomDUpi
Buiding&9oWHhtheFarida
_
Ap
n ATTACHMENT
17-0630.01
EMBEDMENT'
�
BYd
3SUNMI.
P;,ImVcn Onto =26120211
-�y -i Dun —
FRONT VIEW
* : . No. 58705
A. LYIIN MfLI:ER, P.E.
Fl. P.E.# 58705
DETAILC:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
NULaN
(STANDARD CUP SHOWN)
II
I TYP.ANOIOfl
FJIHHi THE
1 PFA 6LBRPATE.
SIµOAROW
I 9EETIwtP9161]9
DFFSETWLL
I I
COPMIYBE
I.
I I EWEOISTAHCE
RATPLLIDBY
A I; FVi NISENRY
TH19 LSTHW
I
II
I ANCHORS
II^I�
o
EXTERIOR
.e
4
FIIOEDIEfAYCE
FDR Y
'
ANCND
Axcxom
LIw vRRca+cRETBORWu
FRONT VIEW
�V
wNx'/NSI cmcRETE W rAa
SIDE VIEW
DETAIL E:
—I .12VMN.
MULLION TO MULLION
INTERSECTION
(U-CLIP)
NOT s-,
1) MAY BE INSTALLED IN REP OR -CROSS'
INTERSECTIONS.
Y ]
2) MY BE INSTALLED HORIZONTALLY
HO
(SHOWN) INSTALLED
3) SEE UCUP DRAWINGS, SHEETS 21-23
TOP VIEW
FOR CORRESPONDINO MULLION.
I LELTIW � �Y
IIIIIIIV'NIIIIIII EXTERIOR
9D391EEr9214]FOR
NOLE LOCATKW
FROM VIEW EWE
olvw
9FETABlE9
1 b1]9
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES:
sTR9crvRE
1) ANCHOR EMBEDLIENTTO BASE MATERIAL SHALL BE BEYOND WALLORESSING OR STUCCO.
P.ANOMP
PDt9U3ATMre,
'
2) QUANTITY OF ANCHORS AND MULLION SHOWN RE FOR PICTORIAL REPRESENTATION
a `�SFETIB(E9+6133
PARTLY ON C14 THE
YISBASED PARTLY
ONLY. BECAUSE THEANCHOC IS B
F U.OA ,HORTOANCHORDISTANCE,
LOCATION ANCHORSMUSTBE THE
FOLLOWING SHEETS. FOLOCATIONOF DFOLLOWED,ETCUTOTHETUSED.
FOLLOWING SHEETS. FOR DETAILS A-0, ERHERTHE STANDARD OROFFSETCUP MAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
``MULLK
4) WOOD BUCKS ME OPTIONAL, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPUCATIONS IN MLTMI-DARE COUNTY, USE ONLY MIANHIADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4• S.S. AGGREGATOR MASONRYANCHORS.
FW 9TEEL9RI9s.NNERTmN
FRONTVIEW
+FwAHo canPDAxrwI1H THEnoc
cWRA]NwIXDBAcxFANUSTUs¢
ARACNIdQIf BYD1NBt4
EXTERIOR
usEwoWPHwWsrEes
'16TL?
1) FOR 2X WOOD6ACKED STIES. STUDS, WOOD
ANCHOR VALUES MAYBE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 5-20, FOR QUANTITY OF SCREWS.
SIDE VIEW.
PRODUCT REVISED
OuOdIng ICaE win no FIRFICe
NOA-No. 17.0630.01
No. 58705
DETAIL F.
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
TOSPECIFlC6U6HIPATEA
O O
O O
SIDE VIEW
.fl" THl-xrx.Uv.
MMIDNI
.EXTERIOR
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
D O O O
TOP VIEW i
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
EXTERIOR
�ryp AympP W PRODUCT REVISED
pm EyyTpttp• ccomplyln wIlh thO Nodd.
sEEr.V 1e91&1]e 6CCEe
OA-M.
lurolyyeo NA -No. 17.0830.01
uTflv.TloF, 6lEEL siuNAeo4N rose EXTERIOR oP�MAsaemr EnEwOP Ezp4nnun Oa o 5262021
IWM.CAN pRFN6ONRV MpeIFlEO MFIELp.
B7
u°2!•I Mlvm-D Pr tCow
OR �EEO•FiPH� �- ®�� a
® I ® IMOp.ETEPL 1 O
ALIIN. C.CMU ORMisONRY H
® ® W
G1 PER p
PER z
/JICNBR
mIX .�—_—� p N 1111
PERMCHOa F NOTES FOR INSTALLATION OPTION O A H: `��t ONY LYAIy
1) USE 2 ANGLE CLIPS PER MULLION O. CLIPS MUST BE INSERTED INSIDE OF MULLION r`:' U 9
NOTES FOR INSTALLATION OPRCNS F: MULLIONEN3 ��
2) OETAILG SEETABLES IB-149 FORANCHOR QUANTRIESAND SHEETS 21.23 FOR HOLE S _ K'( No. 5670S
1) DETAIL 15 NOT APPLICABLE FORTHE BAY OR 1.23• X 211' X.1217 MOLLION. LOCATIONS. °' - % •: *❑_
2)SEE TABLES I&13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS.
3)DETAIL H: SEE TABLES I5B OR 16B FOR ANCHOR QUANTTIES AND SHEET 22 FOR HOLE 6 d �=
LOCATIONS. O •.. ATE
3)THE2x5CUPISNOTSURABLEFORTHISAPPUI TION. k '(n'•.:of onmA ?��
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FIGURE I: FIGUREZ
FIGURES:
ANGLE CLIP MUST BE USEG W PAIRS.
FIGURE4: FIGURES: FIGURER
C
TABLE NOTES
-ANCHORCAP.m
PRODUCT REVISED
01 co n p COBOwIN this Valid.
NOA-NO. 17-0630.01
PxpimOan Data 0512612021
ey
Mipm Pr¢tlucl Cmnro
1) SEE SHEET I FOR WSTRUC110NS ON USINGTHETABLES AND SHEET 25 FOR INFORMATION ON LOADING.
BESHEET , FOR NERAL GEINSTALIATIONMETHODS.
1,000• r-
2) LINEAR INTERPOLATION BETWEEN MULL LENOTH9 ANOIOR OPENING WIDTHS ISALAWABI-E
3) MUWON AND MUWON CLIPS SHOWN ARE NOTTO SCALE. FOREXACTDIMENSIONS, SEESHEETS 21.23.
HOLEBTOBEDRILLEDINTHEFIEOFOLLOWWODIMENSIONALRESTRICnONSSHOWNONSHEETS21-ZL
2000•
[I
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
12s•
LYNN
4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI3013PECIFlGUF SPECIFICATIONS. HOLLOWAND GROFIIIID
CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOASTNI C SHALL BE PRESSURE -TREATED
f
`pAs�ppY
`A •�;•'uOENS•
F
.WOOD
YELLOWSOUTHERN PINE WITH MSG OFO.55, ALUMINUM SHALLBE60WTSMO BEAMINIMUM OF.I2Y
THICK STEELSTUDS TO BEA MINIMUM GRACE 33AND.045•TKCK(1S GAUGE). STRUCTURAL STEELTO BEAT
I•XTX.12YMULUON
^
_ lY:• No.5W05
LEAST.120 THICKAND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 0105#12 ANCHORS INTO WOOD MAY BE STEEL I" S.S. OR 410 S.S.
-0
A
Murton CapacRy Table tfie
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TASLENOT -
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TABLE NOTES :
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2) LINEAR INTERPOLATION BETWEEN MULL LENGTHSANWOROPEMNGWIDTHS IS ALLOWABLE.
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TABLE NOTES
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEE1`25 FOR INFORMATION ON LOAOWG.
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2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
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4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 331 SPECIFICATIONS. HOLLOW AND GROUT.FBLED
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THICK STEEL STUDS TO BE MINIMUM GRADE S3 AND A46' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST3 SCREW THREADS BEYOND
THE MATERIAL 010 &SH2 ANCHORS INTO WOOD MAY BE STEEL, 10-B SS.OR 410 SS.
FORMULATO
CAPACITYTABLE
CAP.-
PRODUCT REVISED
as
BOIIe1n9 CIn v itH LBO FIMe4
NDA-N0. 17-0630.01
Elplration Date 05/26/2021
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SEE SHEEI524 FOR GENERAL INSTALLATION METHODS
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NOA-NB. 17-0630.01
TF : No.58705
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2) SEE SHEETS S-9. 12 & 18 FOR SUGGESTED, APPRO%IMATEHOIELOCATIONS 6 ANCHOR O.C. DISTANCE,
3) SEESHEETB Y4 FOR GENERAL INSTALLATION METHODS.
TABLE
Olmanslon
Yoluc (In)
For Mulilon:
A
1.825
S
2854
1'X.12S
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C
0.085
D
0.740
A
1.125
B
24D4
1'XZ'X.37S'
A]Wrbum
Tube Mullion
C
ae35
D
0.490
A
1-X27S'X
B
3.0
.000
.37SAiumblum
c
0.75/
Tube Mulion
D
1.118
A
1.312
I-X27S•X
.860'
Aluminum
Tube Mullion
B
3.000
C
0.476
❑
QaTB
A
2000
1•X3,125'X
Alm
.600' mul
Tuba Mu8
IS2037
C
p,8p
0
1.137
A
2.625
1.25'X3.i8B•
X.28 Alm
Nbe Mull
B
3.W2
C
0.082
D
1.782
1.26'x2.11•
' A
1.813
.121'Alum
Tube Mull
PRODUCT REVISED
PI In InaM10 Florida
euilatna ode 17.0630.01
NOA-No.
EBPimtion cote 05/2612021
No. 58705
: 1t
.y ,L -, �,,�
5
12Y .031— .d I t 11
s s fi
1-,.- . _ .
MU ON MUWON
6060,78ALUNL 608S"ALUM
%SECTION XSECTION
1ZSx3.2SX.IM 125'XXVX.824-
MULUDN MULIICH
6005, Sm . BOOST5AWM
X-SECTION X-SEOnom
3,GREATER%@.SEE I .3IS
.37
RS �-OETARF.516FT4
.3TS
I 1 I I I P
I I I I P
I I 1 I I
I I I I
I I I I
I I I 1 I
1 I I I
f eTANOAROCUP U4:up
CGRENOFANCHORIXILEMUSTLIE 608N6NAIM. a003-Tl lUM.
WRHIN THE DABHEO BOUNDARY. SEE TOPYEW TOFVIEW
.....ti., uvT,s eursinn nn TAR] F!:
.3TS
MIN.
3U'BAYMIIWONem�TsI 5WS16 ALYM
-BAY AWM.
XSECBON r
NOTES:
1) HOLES TO BE DRILLED INTHE FIELD FOLLOWING UIMENSIONALRESTRIOTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 10. 11, 1345, 15 & 20 FORSUGGESTED, APPROAMATE HOLE LOCATIONS.
3) SEESHEETS24 FOR GENERAL INSTAIIA17ON METHODS.
I I
I I 1
H
I
I I �
a_ _ DFFSETCUP
fi06ST0 AlllLl
TaPYlex
CENTER OF
ANCHOR HOLE
TeRI PP. nnM
Clmenaion
YeluS (Inl
For MWlle6:
Dimension
value pal
Far Alulllonl
F
G
356T
two
I` TX
,I V
Alw nure
To,. MNllw
F
G
1.905
0.600
1X5' 3.
X.BM'
AlwIRBn
Tue5Mull
H
1
2680
&Om
1A35
3.250
F
UU
I.XTX
XI?
AlWnlrum
T,be&T
F
G
2525
1.125
1.2 XX3.94-
X.624-
R.I.
TV85 Mu0Hn
0
H
I
(XTSr
2430
3.000
H
I
1.500
3 50
F
2T50
Iw X335'
X.IW
Aereh n
The Mums,
F
R913
3w By Mu0
O
H
GT50
TIC)
F
R875
45'B Mull
3250
TART R D
Mull Dlmundon
(Meet/)
PGTPnHR
M.Nw.
SM. CIip
ODa1C1ip
U411Ip
Male Clip
1`x4'X.125'(10)
mm
666111M
6661122M
606241M
666516M
1`XPX.325`(11)
66810
&6112N
E6611R3M
63R42M
665519M
1'XVX. VT 01)
VWX3.9S)(410V(13)
!. )(3.236.X.520(14)
"Mm
20180=12
20151=16
E80112M
66G11RRA
CbO1fAM
l'381123M
Be811R4M
0661125M
666312M
68024I0M
8602411M
865619M
8656115M
BawlioM
12VX3,W'X.BWT5)
20102
EB61f 1)M
fiW112BM
O[0N1M
M517M
300e9Re(16)
M9
WA
WA
WA
6655110M
450,.P)
51155)
Wp
WA
WA
6685111M
PROIDUGp' REVISED
D.RdIrl Connwllhthe Flodda
11CA-No. L 17-0630.01
1311111DIIT
a: •I,ICEN,gF'•��i
re od'T,.•'rv�
ONAL S,,,'
FL P X 587 5
FL P.E.# 58705
n
PGT Prime
Mullion Sfd. Clip U.Cllp
A.01e Clip
0)'
P2'X65.25"
66602
666R81M
B6BR71M
6665112M
7)
66604
660262M
666272M
I 6665113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWINO
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 10.17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2000• .3TS
MIN.
IT
350' 2•XTX]S
MULLION
000}TBALUM.
X•SECTION
.Z90'
t-200P--i
6A 0.
YXB'XTS
MUWON
000}TOKUM.
*SECTION
s
CE 9
BTANDMOap UCLIP MANOLECUP y
L000' 806}TB ALVM. BOB}TBKUN. 606}T6 KUM. S
X 6EDTION 2.125'L
I XSECIION 2000' %SECTION
N
.12T .12Y L .125 2q(5yySU
Z qVd
ane•—I
1.L90' y�
6.500'�—�{ G U &
CUTHERETO I T� 5+000375' GG LUSEEITY
y 'oo
-3.600' DREDUAI.LIP, MIN. N m Z m
F-SHEET4KF. MW. .9T5' i F O ro
f -1 . z Z
I i of g
—I— 3A30• i + 3.436• E I z ° Q to
N
3.4 IS' I I t F GQL]y
n m C 90
1 'M1N a w Q x 8—
L_____________________1 r —
0 �i 0 N
V Z' Q
STANDARD CUP UCUp, 606}TBALVM. SJ(S ANOLEOUP 'Q 2 °
OFANOHORHOLEMUSTUE 6053T6AWM. SEW D ORTX4'MUON.SHFETIB CENTFROFANCHOR HOTE MUST UE 606}TBpWM, a (L M
ve nn um Rnllue4RV SFF_ TOPMEW •nancw WffHIN THEOASHEDSOUNOART..SEE TOPMEW u �'O)
.377
MM. \V,VV f' �-SHEU4ALF, rMN.
@—
__
I
I
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I
-_-_____-I
I,
I
I
I
I
1
I
I
1
1
I
I
I
I
I
I
I
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I
I
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i
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I
I
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1
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5.4
_I
I
STANDARD CLIP
000}T6 ALUM.
TOP NEW
.375•
ti r 5.438•
8'
w
"UP
6C6}TOKUM,
USEDF 'X •MULLION SHEE!
TOPVIt"
2X6 ANOLECUP
BOB}TBAWN.
mPMeN
PRODUCT REVISED
BupLingl✓"e with the Florian
NOA-M.. 17-0630.01
Wpimtton Oat $12812021
B
"Unn ePm uct Control
�.: No. 5a7OS ,
PveMPLE
t'SINGLE VERTIGLA0IWON
THE SUILDINGSUSSTRATE I6 KNOWN TO BE WOOD ON ALL FOUR SIDESTHEWNIX)WMAME DEPTH I32-1/4 ME OPENING REQUIRESADESION PRESSURE OF.WN40A PSF.
USING
R
$R FJ
1)I1,111I4LLYASSWIND VAT A I.WOE MULLION 13 SURABLE,THE MULLION LENGTH IS T AND MEOPEMNOWUM 032132.1-- . REFFAENCWGSHFLT25.THECOWNIN
1 EAsTTITE MEET OR E%CEEOTNE RECUOEC
2
NOANlN00.4
___
WXFAg
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT WINDOW FRAME DEPTH OF2-124'ANDWU.
DESIGN PRESSURE OF M0.01-60APSR IF THETABLE DOES NOT SHOWME EXACT SU. USEWE NENTIARGER SDEAVARASLE.
X
sEE
sEe
FROMTABLE OA SHEET 7, THE 1'X275-X 279 MULLION (LENGTH -72'.OPENINGW1DTH v701 WETSMEOEPTH REQUIRED, 140 E RTHE DESIGNPRESSURE 1S5F603 PSFANDWOULD
^—a
FENESTMnON
DETNW,
NOT BE SUITABLE FORTIS APPUCATION.
6PROOUCI9 Y
AFPHDlK
SHEETS
14
FROM TABLE4A SHEET&THE 1'X175•X.E50- MULLION [ANOWa72', OPENING WIDTH= 701 HASADESIGN PRESSURE OF*M7PSFWHICH FXCEE0.5THEREQNREn¢NTS FORMS
d
OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIREDOFB35LBEL
N
yy.
iP
cTxR
4
2) USE TABLE4BTO FMWEANCHORTYFE.MCHORQUANMYAND CUPTYPE REQUIRED FORMEWOOD SUBSTRATE SOMME STANDARD CUPWRH(4)O12ANCHORSANDWE M
ANCHORS HAVEA CAPACRYOF MIS LBS.WOOOH MWERONE COULD BE USED'WE STANDARDCUP ISEAVERTO INSTALL
Z
N� W
4
LI
O XUR,
MGM CLIPS WITH(4)412
3)VERIFYTHE DESIGN PRESSUREOFTHE FENESiR ONPRODUMSUSMWrrHTHISMULLI0NSY5TEM.THELONMDOIGNPRESWRE,OFMULLIONSORFENESMMONMMUCTSWILL
W
_
SHEETS
APPLYTO THEOVERM.ASSEMBLY. FINALDESIGN PRESSURE REQUIRES THATT14E BOTH THE MULLJONAND THE FENESTRATION PRODUCTBINSTALLED E INACCORDTWCEWTTHTHE
?
N
p4
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESMD FENESTRATION PRODUCTS TO MULLION.
2
NDNiw0R9wWPDOHsna
IN THIS EXWPLE,THE DESIGN PRESSURE REQUIRED WAS-/-60.O PSF.THE OVERALL MULLION SYSTEM WAS DETERMINEDTO BE M7PSF WIiNANANCHORCAPACRYOF 538M.N.TERMTIVELY,
THEANCHOR CAPACRYADJUSTMENT FORMULACAULD HAVE BEEN USEDTO CALCULATE THEANCHORCAPACRY REQUIRED FORME ENACT DESIGN PRESSURE OF ED PER
w
m
F
o yF
�m w
-
as—��7r
—IFwLLmmH
(Fq pSF)X(9T=5249LB9 (MAYBE USEfl TO QUAlhY 11106TE133CREW5FROM TASLE4B) -
aP¢HND
TILT PSF
Z
THE BUILDING SUBSTRATE IS K oMM BE CMU OMME JAMMAND USESACONCRETE HEADERAND SILLTHE WINDOW FRAMEDEPTH IS 24US'. THE OPENING REOUIRESA
j
5Z
DESIGN PRESSURE OF tSOAN' S0 PSF.
FDRTHE VERTICAL MUU-1ON•
1)INITIPLLYA65UMINGIHATAt•YImE MULLION 193URABLE, THE MUWON LENGTH I532YJ2Y1'ef05'PNOIHEOPEMNOLWD1H 133Se36'H'•TJ. REFEAENCINGSl1EEf 25,
F Z
THE COLUMN USING RECTANGULARLOADING SNALLBE USED. SOMME MUWON TABLES FORAMULLIONIMAT[SAT LEAMIMEWINDOWFIRAME DEEM OF2-WMDWILL
F' JJJ
9a go
NEETORMCEEDTHE REQUIRED DESIGN PRESSURE OF eSD.W-L1.0 PSF. IFTHETABLE DOES NOTSHOWME EXACTSLZE, USETHENEMIANGERSDEAVNLBLE A
EXAMPlE2 MULTIPLE MULLIONS
SESOETAR4, FROMTABLESA, SHEET 7. THE 1•X175-X37V MULLION LENGTH •10W.OPEN ING WIDTH=80T MEETS 7HEOEPTH REQUIRE0,HOWEVERTHEDESIGNPITESSUREIS.N6.IPSF
w a
w
' AMLLmvrX�—)24 AND WOULD NOTBE SUITABLE FORTHISAPPLLGTIOM
4 O 0
FROM TABLE I2A SHEET 16.ME2'XA-X.250- MULLION (LENGTHv 10r.OPENING MOM- In HASADMIGN PRESSUREOF+1 13 PSF MICH EXCEEDSTHE REQUIREMENTS
ZOO 0
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTETHEANCHORCAPACTIYREQUIRED CFB'T1 MS.
$K mDY
SEE
BECAUBE IT IS NOWKNOWN MATME MUWON W ILLAD02•TOTHEWiOM OFTHE MULLED UNR,THEADJUSTED OPEN*3WIDW IS36'e36•Eri74•, NOTT3'ASPREVIOUSLY
''
It
ItASSUMED.
RETIES Anw
VERIFYTHATME DESIGN PRESSURE IS SOLLMPLICABLE FORTHEADJUSTED OPENING.ALTERNATIVELYTHEWINDOW'MDIHS MAY BE REDUCED PDMNMNN PROOUCTREVISED
NOA-No.
2)USETASLE12BMFIM0 EANCHORTYPE.MCHOROUA nMDCUPTYPEREOUIREDMRTHECONCRETE6UBSIRA MVMEXNAPLE,ASSUTISTHEPO MO ROP,vs
'17-0630.07
CONCRETE THE EOGEDISTANCE
IFWELWAC
VIANAREMUSTUETP%ENF 1MAIMAINTXHFASTENERS
TADARDC ISiLLARE PWJW(6•WIDE
VLDISTIWCEOF2-1?ONESANANCHOq CFPACffY0F 1050 LB3 WHICH ISGREATERAND EaplmVpn D1v O5126/2O21
USING CLIR NANCKOLIPWERETOBECTANCEO Z-IH
THMEFHEESUITALE WE REQUIR D ANCHOR WACITSATANEDGE
LExETH S¢¢ THEREFORP6URABLE,FORT{EREOVIREO ANCMORCAPACffY0F 8T1 LBS.
Ln'M DETMS,
A
FOR THE HORIZONTAL MULLIONS; GCPEMIq yEE7g 34 MYem tlO PTOEUCt COnIFHEWT
DECAUSETHEVERnCA MULLWILLSEA2'XCXS50'MUWON,INWM EXAMPL MINE MATC MEHOMZONTA MDVERTICALMUWONS,ALTERNATIVELY,ANOTHERFOR
MIJWONTYPECOULDEECHOSENUMUJON
1)WE MUWONLENGM ISWANDTHE OPENINGHDGMI532'eRwS=f06'. REFERENCINGSHEETIS,TIE COLUMN U9NGTRAPELOIDPLTF1AlIGUTATL LOADING MAYBE u
2
USED.FRCMTABLE I2ASHEEf 16,THE2'X4'XZ50'MUWON(®IFNGTH vqy, OpEMNO HEIGM=u07 HARAOESICN PRESSIJREOF1A1T0.0 PSF WNICHENCEEO3 THE
REQUIREMEWSFORTHEOPEMNGANDMAYREUSEDINTHISMP MT ON.NOIETHEANCHCRCAPACRYREOUIREDOFfi21 MS.
(4) DHCULMACONANCHORS ATM EDGE DISTANCE OF V GIVES MANCHOR CAPACITY OF 540 LSSWHICH IS GREATER AND THEREFORE SUITABLE. FORTHE HEQUINED m
ANCHOR CAPACITY OF 521 USE.
•••�
Sao%Y LYNYY�
MCHOR o
�
���1�•+' JCENSF /Y�''�'
4)MRTHEU.CUPINTHEHORQOWF MUWONTOVERTICAI.MUWON.USETHESAN MMORCMACRYOF521LA5.TAB1.E13BFORTHEUCUP5HOY5T
IS GREATERANDTHEREFORESURABLE.FORTHE REQUIRED ANCHORCAPACNYREcwN MENTOF531Lm WD S
Q';' '•.�
CAPACTTYIS ID74 US MEN USING 3 ANCHORS,WHICH
ANCHORTYPEISA012STEELSCREW. �C)1.J
i�
Nm 53705-=_
•'
FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS
_
9'//T
+J-&.T PSF MOM ME VERTICAL MULLION; "
0-170.0 PSF FROM WE 3V HORIZONTAL MULLION ATTACHING TO CMU; '�
MULLION(INIER3ECTON} 0
A '��
%AO ••. SATE ,4
�.O .. 4v
H-170.0 PEP FROM THE 36• HORIZONTAL MULLION ATTACHINO TO ME VERTICAL
IS+)-04.7 PSF ANDMULDAPPLYTOALLOFTHE MULLIONS FA
•,
Pib`s'+.?ors.o?..�G�?,�
THE LOWEST DESIGN PRESSURE
"
YY'JSY�NAL gC`TYJ
VERIFY THE DESIGN PRESSURE OF WE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.WE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
BOTH MUWONAND THE PENES TION PRODUCT BE INSTALLED IN
o,
PRODUCTS, WILL APPLY TO ME OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE WE
ALYNN441 P.E.
ACMMCEWITHTHEWSTA MONSPEciMoNnONSIMORESPECTNESUMTPATESMDFENESTMTIONPRODUCT57OMUWON. 3
FL P.E.D 587O5
PollEd
�I'
LOAOINOOFVEFLn LMU111ON
SucF WIDOWS NOTANCNORED
NI
ImDMG OF VERT= MUUION
SUOFWMDOWSNOTANCHORED
A
O!"]
101
LOADMOOFWIV1 .MOWON
WRH INTERSECRNG HQtQONTN.MIIL11
LOADINGOF HOiSZOMN.MUWON
WIIH INTFASEOBNG VERRCALMUW ON
LOADINGOFVERTICALM ON LOAOINGOFV
PANELOFHINGEOOOCRISNOTCA REUORANCHORED WRHINTERSECTING
LOAOINGOFVEIRICAL
M ON
MMPLESOFTRAPEZOIDA IANGUTARLOPllING
N
in
0
b
LOAOIND OF VERRCALMUWON (u ? yY' p
�
M]ING OF HORIZONTAL MULLION � ¢ R � H•
pL `L Q m
Q QlZ N
� m � •No so
III
•/III
�/II%I
III
LOADING OF HORGOMAL
MUWON
P t
¢
G
ag
Imo
O
O
rn
4
PRODUCT REVI6ED
/
/
e complyyingg wIN No FIerIEa
9eDEinB Cedo
xoA-No. 17-0630.01
P.A pinGOn Data 06/2612021
LOADINGOFHORRANT&
MY
MULLION a e ra uc en o
NOTES;
t) ERAwMGsA
RERESENTATIONSOFTYPICAL
CONFIGURATION5.
CONFIGURATIONS NOT SHOW N
MAY BE E%MAPOIATED FROM
THOSESHOWN.
2) IF THE LOADING TYPE CANNOT
PYt0�1Y LYNN
`� ..
BEDETERMINED.USE
RECTANGI LOAOWG.
a1�'
3)SEEPRODUCTS'APPROVALFOR
*: NO.58705 .�
AOIVALAMCIICRLOCATICNS.
.