HomeMy WebLinkAboutNOASC IVNED
BY
MIAMI•DADE StCUCie count om y pRODUCTCo -DADECROL UNTY
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) w .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 (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 apprc s- d herein, and has been designed to comply with the Florida Building
Code, including thiKigh Velocity Hu cane Zone:
DESCRIPTION Series 11SH-700" A inum Single Hung Window - L.M.I.
APPROVAL DO NT: mg No. 4040-20, titled "Alum. Single Hung Window, ImpacV, 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 ., eatur a Ba County Product Control Revision stamp with
the Notice of Acceptance nu er and expiration date by the Miami ade County Product Control Section.
NIISSILE IMPACT RAT G: Large and Small Missile Impact esistant.
LABELING: Each unit shall be ermanent label with anufacturer's name or logo, city, state,
model/series, and following statement: "Miami- a e ounty 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 maybe 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
MIAMFDADE COUNTY nn Expiration Date: March 26, 2021
• i ' M� roval Date: November 30, 2017
Pa e I
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 09101/05, 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® 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 Idahnis 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 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07-032Z06)
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 NOANo. 07-0322.06)
Manuel ere P.E.
Product Contro Ex Hiner
NOA No. - 630.08
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. 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
..4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. 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:. 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)
Man el er P.E.
Ll Product Contr 1 Exa er
NOA No. 7- 3m0.08
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 5'h
Edition (2014) and FBC 61h Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and scaled 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. 164117.01 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 5'h Edition (2014) and FBC
6111 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, 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 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.
h r , P.E.
Product Co rol E aminer
NOA 0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-3
GLAZING OPTION TAILS ON SHEET 2)
A. SN6'090'^SAO EX�VB OF LAVER BY EASTMAN CHEMICAS COMPANY)S WITH 0'KURARAVTROSIFOL°PVB(BV KURARAY AMERICA, INC.)
B.5/18' LANAI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118- HEAT STRENGTHENED GLASS WITH A
.090°KURARAVTROSIFOL °PVB(BY KURAMV AMERICA,INC.) OR.090' SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C. 5/16' LANAI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A
.090"KDRARAYTROSIFOL °PVB(BY KURARAV AMERICA,INC.)OR.099'SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D. 7116' LANAI CONSISTING OF (2) LITES OF 3M8' ANNEALED GLASS WITH A.090' KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.)
OR .090• SAFLEX ®PVB INTERLAVER (BY EASTMAN CHEMICAL COMPANY)
E. T116' LANAI CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3118• HEAT STRENGTHENED GLASS WITH A
.090"KUMMYTROSIFOL °PVB(BY KURARAV AMERICA,INC.)OR.090"SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
F. )116' LANAI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH A .090• KURARAY TROSIFOL "PVB (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL OF
G. 13/16' LANAI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8-ANNEALED GLASS WITH A
.ON' KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA. INC.) OR.090' SAFLEXA PVB INTERLAVER (BY EASTMAN CHEMICAL COMPANY)
H. 13M6' LAMI IG: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 5I18' LAMI CONSISTING OF (1) LITE OF 1/6" ANNEALED GLASS AND (1) LITE
OF VS' HEAT STRENGTHENEDGLASSWITH A.090' KURARAY TROSIFOL° PVB (By KURARAY AMERICA, INC.)
OR.090' SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
I. ISMS' LANAI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS
WITH A.090" KURARAV TROSIFO�BY KURARAYAMERICA, INC.) OR.O90" SAFLEX° PVB INTERLAVER (BY EASTMAN CHEMICAL COMPANY)
J. 13M8' LAMI IS: (1) LITE OF 148° TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A
.0901KURARAYTROSPOL PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX®PVB INTERLAVER(BY EASTMAN CHEMICAL COMPANY)
K. 13116- LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE
OF3/16' HEAT STRENGTHENEDGLASS WITH A.090' KURAMY TROSIFOLT PVB (BY KURARAY AMERICA. INC.)
OR.090" SAFLEX 'PVB INTERLAVER (BY EASTMAN CHEMICAL COMPANY)
L. 13116' LANAI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 311W HEAT STRENGTHENED GLASS
WITH A.D90'KURAMY TROSIFOL P (BY KURAMV AMERICA. INC.)OR.09D'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M. 13116' LAMI IG: (1) LITE OF 1/8' ANNEALED GLASS, AN AIRSPACE AND 5116- LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A
°
.090' KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA. INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
CODES IS TANDARDS USED:
�2017 FLORIDA BUILDING CODE (FBC), 6TH EDmON
�R014 FLORI W BNLOING CODE (feC1, STN EDmON
�A6TM E1300.M
�ANSVAF&PA MS-2016 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANDAL gOM2M5
:ASI GIOLL12
AISC36610
NOA DRAWING MAP
SHEET
GENERAL NOTES.............1
GLAZING DETAILS ........... .2
DESIGN PRESSURES.......3
ELEVATIONS ..................... 4
VERT, SECTIONS ............. 5
HORIZ. SECTIONS ............ 5
PARTS LIST ....................... 6
EXTRUSIONS .................... 7
CORNER DETAIL .............. 7
ANCHORAGE......... .... ....... 841
Meterlel
Min. Fr
I Min. F„
Steel ScmW
B2 ksl
120 ksl
Elco UIRIConS
165 ksi
177 ksi
41O SS Elco CleteFkot®
127.4 ksl
18R7 ksi
6063- AlAluminum
18 ksl
22 ksi
A36 Steal
38 ksl
58 ksl
Gr. 33 Steel Stub
33 ksi
45 ksi
2. CONFIGURATIONS:'OX' (1fl, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION).
3. DESIGN PRESSURES: (SEE TABLES 1-3, 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, ASO.
4. ANCHORAGE: THE 33 US% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS,
MODDUCTREVISED
S. SHUTTERS ARE NOT REQUIRED. wMs m0r
• HvIWw6 C�°d
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
Rti Date
7. REFERENCES: TEST REPORTS FTL4645, FTL-4646, FTL4697, FTL-4648, FTL4649. FTL4650, FTL-4651, FTL4723, FTL4957, FTL-4958 AND FTL5063.
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Nlimn Da4 PmEuc1 Cpry
ALUMINUM DESIGN MANUAL 1111I1 I III
B.SERIES/MODEL DESIGNATION SH700, ALS0 REFERRED TO AS SH701. 1a:'VIDENSp'
9. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY•
*; �No. 5B705
HURRICANE ZONE (HVHZ). ^'
10.FOR INSULATED GLASS INSTALLATIONS IN THE HVH2 ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G{)ARE ALLOWED. _$'.• K
RT1 C
CERT.OFAVM.g4611 Il l �}i rv-v,n. vmr�a..,..... +.... ,....
LI \ \` fl LLJ rrnae c� R.�nrR� a.� A. LYNN MILLER, P.E.
wr.oui"m'°e�mac ® sR700 IJTS 1 11 404620 G _ FL P.E.ft 58705
Pert#
Decuiptlon
Motorist
71
KommedLnp 4SG TP5 Spacer System
See this
72
Duanet Super Spacer nXr Mith Hot Matt Butyl
.
Sheet for
73
Queries Dumseal Spacer
Materials
74
Cardinal M Edge Spacer
\ 44 I�'I I I 9.l 12^ NOM. I I
LASS SITE
L�1114111 I� GLASS SITE ll REFERENCE TEST REPORTS: FTL4tT11,
GLASS BITE
r III
1/8'ANNEALED OR HEATS THENEO GLASS 3116•ANNFALEO OR MEAT STRENGTHENED GLASS
�,�JII�, I 090 PVB INTER IA R 090 PVB INTERLAYER
f"T-•1/6' ANNEALED OR EATS GTHENEO GLASS 3116 LAMINATED RHFAT STRENGTHENED GLASS
5 16' NOM. THE.
5116" LAMINATED GLASS 8 ,81 or 82 7116" LAMINATED GLASS 83,64 or 85
71-74 '^' � 71-74 aEXTERIOR INTERIOR
V (ALL SECTIONS)
P�.KURARAY TROSIFOL
12'NOM. PVBINTERLAYER
12' NOM. GLASS BUE Dr
GLASSSRE 46 SAFLEX PVBIMERLAYERBV
FJSTMAN CHEMICAL COMPANY
70 36 70
1W ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER 09D PVB INTERLAYER
790 ANNEALERLAYERD OR HEATSTRENGTHENED GLASS �8 ANNEALED OOR HEAT STRENGTHENED GLASS
5116-LAMINATED AIRSPACE
AIRSPACE 1/B"TEMPERED GLASS
1/6'ANNEALED OR TEMPERED GLASS 1
IN16' NOM. 3/16"NOM.
13116" LAMI IG GLASS W/ 5116" LAMI 86,87,68 or 92 13116" LAMI IG GLASS WI 7116" LAMI 89,90 or 91
ALUMINUM
HOT MELT BUM REINFORCEMENT pOLY150- DESICCANT FlLL APEA
mucTURAI. BUTYLENE U16'NOM
SILICONE 6118'NOM. REAL
S
FOAM Y16 NOM. BURVLS NCONE SEPI
WITH DESICCANT ROLL-FIXU1E0
pE51CCPN1 FOAM STAINLESS STEEL
KODISPACE
IS 4SG TPS
NOTE
LAMI IG OUTBOARD
CITES MAY BE
UPGRADED TO 3I16'
WITH NO CHANGE IN
DESIGN PRESSURE.
W DURASEALS XL EDGE"' _ *? No. sB7D5 •;'
va SUPER ,,, " SPACER T4 SPACER
SPACER® NXT �p •; �l�/l'a
L8404e0.16M IMPACT "It,—'VAL �--�o-
CERT.OFADm.OFJmB ALUM. SINGLE HUNG WINDOW, 11 A L�LP.E.
."iwm�w SIOro FDII 2 +1! 4044FL P.120 G FL P.E.#587058705
111FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS w]xoow
xE1Gxr
y 67" 66 68"
70"
72•
74"
76"
DT
qg•• A,B, +B0.0 -80.0 0.0 430.0 +80.0 -60.0
+80.0 430.0
+B0.0 4I0.0
+80.0 -80.0
+80. -80.0
A,B,M +80.0 -80.0 +80.0 -60.0
+80.0 -g0.0
+80.0 -80.0
+80.D -80.0
+78.0 79.0
g2^
A,B,M
+g0.0
-60.0
+80.0
40.0
+80.0
40.0
+80.0
-80.0
+78.1
-78.81
+77.3
-77.3
+75.9
- B
A,B,M
+80.0
A0.0
+80.0
-80.0
+79.8
.79.8
+78.2
-78.2
+78.9
-78.8
+75.4
-75.4
+74.0
-74.0
53118"
UP TO S3118
C,D,E,F,G,H,I,J,K,L
♦80.0
-90.0
+80.0
•80.0
+80.0
-80.0
+80.0
4f0.0
+B0.0
410.0
+80.0
430.0
+80.0
-80.0
r \
JIII� •o•
MEETING RAIL
HT.
IL X' SH
1 -j-/(o q
HT. MEETING RAIL
X 1H
TEST REPORTS TABLE 4.
SS TYPES:
FTL4647, 4648, 4723, 4957
A. 5/18' LAMI - 1/6"A,.090,11W A)
5/18' LAMI - 1/8"A,.090,101-11
FTL4647, 4648
.
C. 5/7 ,.090,1/8"HS)
FTL4647, 4848
D.7/1fi LAM]- 3/161A,.090, 3H6"A
FTL4645. 4885
E. 7/16' LAM[-(3/166'A,.090, WIS"HS
FTL-WS
F. 7116° LAMI- 3116"HS..DBO, 311WHS)
FTL4645
G. 13H6-LAMI IG-ME" T• AIR SPACE , SH6'LAMI-(1/B"A..090•1B-A)
FTL4848, 4723
H, 13119"LAMI IG-118"T, AIR SPACE , 611V LAMI - (1(8'A..090, 1/6'Ii5
FTL4846
L 13116- LAM[ IG-118'T. AIR SPACE. 5/16-LAMI-(118'HS,.09D,116'HS)
FT-AMS
J. 13/16' LAMI IG -118• T, AIRSPACE 7116' LAMI-(3/I6*A..090, 3/16-A)
FTL4649, 4650
K. 13/16' LAMI IG -1/8' T. AIR SPACE, 7/16- LAMI - el S'A.090, 3116'HS)
FTL4649, 465D, 4958
L. 13/16°LAM[IG-UB°T, A62 &PACE,7/16°IAMI-(3)16'HS,.090, 3/16"HS
FTL46494`6a0
M. 13f16' LAMI IG-1/8"A, AIR SPACE, 5/16" LAM' -(1/6•A,.090, 1/8"A
5063
W.
O• MINUS
SASH
HT.
MEETING RAIL
•x
4H•
NOTES;1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIG RESSUREOF+64DPSFORLO SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED. GED TIP -TO -TIP FRAME DIMENSIONS.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DE
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' MINIMUM TO 38' M"MUM.
4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY o.
5. REFER TOANCHOR QUANTITY TABLES 6.8 FOR ADDITIONAL DP Imo7ecexa.00r 08rv6
DESIGN PRESSURES
LIMITATIONS. B.vu+ice, Flxzrs�
,vuueamo _ _
No. 58705 r
ILUM. SINGLE HUNG YPUNUL)W, IMrAw n m
_ r A. L' ,, WLLER, R, P.E.
swo6 NTS 3 . 11 4040-M G FL P.E.N 58705
SEE OLD Q
TABLE
A LE T
TABLE
x
j
(MAX.)
L
481/4'1
I
0 j
5 !6' MAY- FLANGED WIDTH
521 'MAX.I.F.WIDTH
75' IFA%.
75' 11' AX.
A
I.F.
I.F.
HEI U
A
SEE DLO
HEI MT
DPI
TABLE
O j
MAX.
i6' MAX.
LA
FLANGED
FLANGED
HEI HT
HEI 'IT)
38 116
MAXS
SASH
SEE OLD
x j NO
E
4
HE[ FTT
TABLE
—
DETAIL B
VIEW (STANDARD SASH)
I.F.
0 j
SASH
EE DLOR
aB
I HSABMT BEE DLO TABLE X j HEIGHT
DDETAIL E
DETAIL D
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 5 C) ARE BASED ON ATHREE OVER TWO FORMAT.
C-1
DETAIL C
RADIUS TOP (STANDARD SASH)
{11.UM. JIIYIiLC
cMr.arAIIMYlHIDO m,,,, Drew .e A. LFL P.ElMILLER coPmarzemn m � NTS 4 a 11 4040-20 G FL P.E.#58705
�2.784"--1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27
OPTIONAL BOTTOM LOCKS, 11)6" FROM EACH SIDE OF SASH. BASED ALANCE SASH PARTSWEIGUSED
MAX. VENT DAYLIGHT OPENING
1 INSIDE INSIDE 9,10,11,15,16
31
z 711D-
FIXEDLITE 7, B OR 17 25 I
DAYLIGHT
OUTSIDE
DAYLIGHT
SECTION B-B
(LOW SILL SHOWN)
SEE NOTE ABi
ULTRAL
12 ONLY
OUTSIDE
�_ --MAX. FIXED LITE DAYLIGHT UPENINU
MAX. WIDTH
SECTION A -A
INTEGRAL FIN (i F.) FRAME SECTIONS INSIDE
47
2. 46
HIGH
SILL02.33D1HIGH SILL HEAD
N411aao-lm
MRT.OPAU MAG
s w I Half l 5• 11
�. Na. 56705 -_
O s TEO !T
S;'NALIENG••
A LYNN �.1�LLER, P.E.
FL P.E.N 58705
REM
DWG#
DESCRIPTION
PGr#
1
4002A
FLANGE FRAME HEAD
612225
2
1155
#8 X 1.000 QUAD PN. SMS
781POA
3
4003C
FLANGE FRAME SILL (LOW SILL)
612226
5
1626
ADHESIVE OPEN CELL FOAM PAD
7PAD1626
6
4004
FLANGE FRAME JAMS
612227
7
4025
SASH STOP
612244
B
4025
SASH STOP (EGRESS)1.125 LONG
612244
9
4029
SPIRAL BALANCE, 3/8",5W OR 17176'
10
1080
BALANCE COVER. 3/8"OR 5/8'
6BALCVR916
11
#8 X.750 PH. PN. SMS
7834AA
12
BALANCE BOTTOM BRACKET
73ALTBKT
13
1085/1086
SASH TOP GUIDE
42504
15
98 Xl PHILLIPS FLAT HEAD S. STL
78XIFPAX
16
7080-0
BALANCE COVER, 1Ill 6'
6BAI.CVR670
17
4053
SASH STOP COVER
64053
18
4029-1
SASH BRACKET
7ULSRKT
19
#8-32 X 1/2'LG. PH. PH. TWE F S. STL
7632X72FPFX
21
4054C
FIXED MEETING FAIL
64054C
2]
4006C
SASH TOP RAIL
64006
25
1235
WSTP...170 X.270 BACK, FIN SEAL
67SISG
26
1096
5WEEP LATCH
11098
27
1018
#e X.626 PH. FL. SMS
7858
28
4007
SASH BOTTOM RAL(LOWSILL)
612230
30
1226
MI F., BULB MNYL
STP249
31
4008
SASH SIDE RAIL
812231
34
1288
SPSH FACE GUIDE
42501
35
1822
LAM SETTING BLOCK 3/32'X25I64"X7"
71622K
36
1052
LPM IG SETTING BLOCK I" X3WX1/16"
71052K
37
7224
MNYL GLAZ. BEAD BULB (THICK)
6TP247WK
38
1225
VINYL GLAZ. BEAD BULB (THIN)
6T 1248K
41
4039B
GLAZING BEPD, 5/16 LAM GLASS.
840398
42
4044B
GLAZING BEAD, SM6 LAM WIGRILL KIT
i 644703
44
4222A
GLAZING BEAD, 7/16"LAMI
64222
45
985C
GLAZING BEAD. 7116" LAMI WIGRILL KIT
6985
46
4067
GLAZING BEAD, 11118" LAND I.G.
64067
47
4071A
FRAME, I.F. HEAD
64071
48
4072A
FRAME. I.F. LOWSILL
64072
49
4073A
FRAME, I.F. HIGH SILL
64073
50
40748
FRAMEARJHMB
64074
52
4009
SILL LATCH EGRESS LOW SILL)
764009
53
1088
SPRING, SILL LATCH (EGRESS)
7SPRNG
54
2741
SILL LATCH (EGRESS) (HIGH SILL)
62740
55
1014
SCREEN FRAME(HOR.BVER.)
81014
56
1630
SCREEN CORNER KEY WIRINGS
71630
57
1631
SCREEN CORNER KEYW/OUTRINGS
71631
58
1073
SCREEN SPRING
7CPSP
59
1624
SCREEN SPLINE-.136 DIA FOAM
61624K
LEK.0FAURI.AMM6
fTEM
py60,#
D6CRIPTK)N
PGM
60
1635
SCREEN SPLINE-.135 DIA HARD
61635K
61
SCREEN CLOTH
61816
63
505
GLAZING CHANNEL(.688 X.500)
6533402
64
1161
#6 X 1.000 PH. BUGLE TEK
706XI
67
GLPZINGTAPE,1116X72-7J16LAMI
62BVI510
68
4051A
SASH BOTTOMRAIL (HIGH SILL)
64051
69
4050A
FLIWGEFRANESILL(HIGH SILL)
64050
70
SILICONE, DOW7B1, 899, 9950R GE 77DO
80
A GLASS, 5116" LAMI, (71B'A.090 PVB,118'A)
87
B.GLASS, 5/16"LAML(1/8"A..090 PV3,118"HS)
82
C. CLASS. 5116" LAM, (1/B'HS,.090 PVB,1/8"HS)
83
D. GLASS, 7116" LAM, (3/16"A.090 PVB.3116'Y)
84
E. GLASS. VW LAM, /16"A.090 PVB,3/16'HS)
85
F. GLASS, 7/1W LAMI,(3/i6"HS,.090 PVS,3/16"HS) -
86
G. GLASS, 13/16" LAMI IG; 118'T, AIR SPACE ,S/16"LAM,(1/8"A.090 PVB.1/8"A)
87
H. GLASS, 1311 6"LAMI IG; 118'7, AIR SPACE, S/16" LAMI, (IM'&.090 PV13,1VHS)
88
I. GLASS, 13116" LAN IG; 1/B'7, AIR SPACE, 5/16" LAMI, (1N HS,.090 PVB,1/8'HS)
89
J. GLASS, 13/16" LAN IG; 1187. AN SPACE, 7118" LAM, (3/16"A.090 PVB,3/16"A)
90
13/16" LAM] IG; lffl AR SPACE, 711W LAMI, 3/16"A.090 PVB,WI6"HS
K GI-ASS,T
91
92
,
L. GLAS5,13n5" LAMI IG; IM 1, AIR SPACE, 7116" LAMI. (3/16"H6,.090 PVB,3N69 S)
1M.GLASS,131ju"LPM IG;1/8"CAR SPACE, 6J76"LAM,(1/8"A.090 PVB,118'g1
I—2.764
U6Lipi
47 FRAME I.F. HEAD
#4071A, 6063-TO
49 FRAME, I.F. HIGH SILL
#4073A, 6063-T6
SHM
48 FRAME I.F. LOW SILL
#4072A, 6063-T8
50 FRAME, I.F. JAMB
#4074B. 6063-TO
(USED AS RADIUS TOP HEAD)
6 u 11
A
ONI! LyN1v
Na. 58705 .
FL
I-�2.784—+I
,r I
�— 862
O FLANGE FRAME HEAD
#d002A. 60S3-T6
O FLANGE FRAME JAMB
#4004. fi063-TS
(USED AS RADIUS TOP HEAD)
---I Aq�
1.342I�.0625
21 FIXED MEETING RAIL
#4054A 6063H0-T8®
3.448
tIt-2.784
69 FLANGE FRAME SILL (HIGH)
#4050A W63-T6
1
1
O FLANGE FRAME SILL (LOW)
#4003C. 806&TB
082 I
I•-1.451--jT
OSASHSTOP
#4025,6063-T5
r-2279---I"TrI
1.'97
.062
23 SASH TOP RAIL
#4006C,6063HS-T6
F--1.513040 f
+{ 738
17 SASH STOP COVER
#4053, 6W3-T5
—2.326—I
9
EE
SEALANT ALONG ENTIRE
O iI.F.FRAME
or
WELD
ALONG
or 50 SCREW
BOSS (2)
SEAGASKETS \ (✓""`—
ATT HEAD HEAD AND SILL V
I
VIEW D-D VIEW E-E
(1/1 8 VIEW HEAD & SILL, RADIUS TOP SILL) (RADUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
— — —- —
--� 1.165 I .878
1.096----�I�
'0L9 41 GLAZING BEAD 5/16°
#4039B. 606e T5
31 SASH SIDE RAIL
#4008.8063-T5
28 SASH BOTTOM RAIL(LOW)
#4007. 6063-T5 050
68 SASH BOTTOM RAIL (HIGH)
#4051A,6063-TS
wlj"o-I w
URT.OFAUMMM
0' �8
1.096- 1 T
44 GLAZING BEAD 7/164
042E fi063T5
.050
1.1154—
45 GLAZING BEAD, 7/16"
#985C, 6063-T5
(USED W/ GRILL KIT)
SIIOI
1
678
os6 —
1.096-{��I T
42 GLAZING BEAD, 5/16°
#40445, 6069-T5
(USED WI GRILL KIT)
0v
GLAZING BEAD 13116" IG
�,�,V\�O':IIII ,y
'ji F"••
'.p -�
O46
#4067.6063-T5
*. No. M705
?PO,�+,• 'At
E
;��s•.,!(OgIDI`.•�'�,T\=:�
�' .S10A.
FL PEA 56705
IFRAMECORNER DETAIL
HUNG WINDOW, IMPACT
7 -11
404020
G
JCHOR QUANTITIES
FOR III FLANGED WINDOWS
OW HEIGHT
1BSTRATE:
26.603
34.603
40.603
46.603
52.603
U
U
U
V
❑
O
U
❑
o
O
❑
V
ICHOR TYPE:
'WDOW GLASS
NpOp�O^OciOp�O^ONg�g�O^ONO�O^Ot�i��0
V
V
V
V
5
V
V
V
U
3
V
NIDTH TYPE
3
5
H,4J,KL
1�2
1jt
1�1
1;2
1,1
1j2
212
1;2
2i2
2i2
2i2
2 2
2i2
2T2
19.125
212
2i2
A
112
111
t 1
1;2
1�1
t-i2
2�2
112
2'2
2{2
2I2
2;2
C,D,E,F,G,
�
1
112
212
2i2
212
_1
2r2
1
2i2
T
22
H,I,J,K,L
1!2
1'.
1
1 2
1!2
1T2
2�2
24.000.
1
1
1
1
1
1
1
1
1
1
1
1
AB,M
1
1 2
1!1
112
iF2
tit
•'I-
2�2
t 2
2`2
2�2
2 2
TT1�
2IL
2;2
2 2
C.D.E F,G,
7
1
1
1
1
1
1
_.1-
H,I,J,KL
i 2
1 2
212
213
1%
212
2l3
1'2
2 3
22
2 2
2 3
2j3
212
32.D00
1
1
1
1
t
1
1
1
1
1
1
1
1
7
Ae'M
tit
1!2
2 2
2 3
1;2
2I2
213
1 2
213
2i3
2'2
2 3
2�3
2,2
C,D,E,F,G,
H
2�21TY
21221
3
2i3
--i--��-
3232'3
37.000
1
1
1
1
1
1
2
1
2
1
2
1
TABLE
5.
1. ANCHOR TYPES: 1-1/4' ELCO ULTRACONS OR #12
SCREWS INTO METAL
2-1/4' ELCO SS4 CRETE-FLEX
64,603
76.000
3-#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
Ix U
^ 0
^ U
FOLLOWIING DIMENSIONS,
HEAD-181/2'MAX. FROM TOP CORNERS
1712' MAX. FROM TOP CORNERS
_JAMBS-
22
12T3�1
3�3
1SMAX. FROM BOTTOMCORNERS
6' MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
1
2i2
22
3'31
3.INSTP ITPERTHEADJACENTTABLEANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
1
1
3 2i2
2:3
3r
2I2
3i3
1
1
1
1
i
4. TABLEWIDTH AND HEIGHT DIMENSION ARE FOR
3 2 2
2j3
313
212
313
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
2 1
1
2
1
1
ARE 1-LESS.
4 3 2
313
3 4
313
4 4
5. DESIGN PRESSURE DMITATIONS:
SIZE BLOC KS OF I HEADJACENT TABLE WITHA
INDICATEA
1 1
1
1
1
1
._T
4 3;2
._.__.
3;3
3iA
__ ..._..
3 3
_
4 4
BOLD ITALICIZED VALUE ABOVETHEM,
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
2
2
1
2
OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE
2 1
--I-
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
53 3
3 4
3 1 5
3 3
4' 4
SIZE AND CLASS TYPE IS AVAILABLE.
6 SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
2 1
2
2
1
2
I- -
---
_
- '
REQUIREMENTS
ARM - 2j�
2 1'2 2.2 2i3 112 213 2i3 212 13 213,_ 212 2i3 2 3 23 2f3 314 2i3 3:3 3,4 3i3 3;4 3 5 3 3 4.4
2 2 2 2 2 2 2 2 2 _2 2_ 2_
PSF 79
P 2 2 2 2 2 2 2 2 2 2._ 2 2- -_ _
40.000 H,I J,K,L 2 2 1,2 2�2 2 3 2 2 2 3 2 3 212 2 3 2 3 213 2j3 2t4 2 3 313 3�4 213 3.4 3 5 3�3 3.4 4i5 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 _2 2
��33�43�533344i53�4!4 TABLE KEY:
ABM 2T2'22
2222i22323wx F
PSF 79
_ 2 2 2 2 2 2 2 2 2 2 2 2 (DP LINKED) 1T6
a32
_i._. .._ ___.___.-I_ _....44.000 CH,I,d,K,L 222 2?2 222 223 2- 323 -14 2 3 3 3 3',4 2i3 3�3 314 2i3 3'3T3 3;4 4 5 3'4 5 HEAD 22 2 2 2 2 2 2 2 2, 2_ _ 2 2.._2_22 2 22.2.2 JAMB ABOVE 2 3ABM .. ......._r.._2 2 2;2 2 2 2i3 212 3i3 2i4 2 3 3i3 3,4 2'3 3 3 3;4 213 314 3�5 3I3 3 4 4'5 314 4 5 MTG. RAAIL FRDDUCT RRVI»
JAM BELOW u.,,H1;xym -r-ib
PSF 79 79 x lemgmee
C,O,E,PSF 2 2 2 2 2 2 2_- 2 2 2 2 2_ 2 2 2 2 2 2_ 3 2 2 3 2 2 MTG. RAIL ea Dxa D631).08rI
46.00D H,lJ,KL 2 2 2;2 2 2 213 2 2 2 3 3T,4 2:3 313 3j4 2�3 314 3 4 213 3,4 3�5 3 3 3 4 3i5 313 4.5 416 3.4 5i5 (FULL OPJ 0y
2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 HEAD 2 w Dexemew
AB:N1 2 2 2j2 2 2 2r3 212 2I3 3i4 2i3 313 3i4 2!3 314 3I4 2I3 314 3i5 3(3 3;4 315 313 4i5 416 314 515 JPhB ABOVE 213 J11 ..
MTG. RAIL `.�aOHY LYNry��,,�
C,D,E,F,G, _ _ __'_,.. 2 3P33
2233 23 JAMB BELOW'2 2 2 2 2 2 2 2 2 2 2 2 3 2 __,. _.,I--_....,. _. 53125 H,I,J,K,L 222 2Z2 222 223 222 223 324 223 324 3Z4 223 34 334 923 3',4 3,5 4,4 4 6 3 4 4.5 4 8�46MTG. RAILPSF2 3 2 3 2 2 3 2 3 SEE TABLE 1 FOR _ 7
AB.M _ . . ... .
3:4 2 3 314 3j4 2,3 3;4 3,4 3j;
lom rcc�wowerDT
x.vcno.sLsv+s
ry4114e lw
M-�
1I5 313 4'5 4'j6 jr1 4f5 FULL DP=-0.C(- t
INCHORAGE SPACING III WINDOWS '�'°F'•:FtoRlodd@..•'?�;�
ILUM. SINGLE HUNG WINDOW. IMPACT /OAA��pLL
7-.� A. LYeIA1RA144kR}P`.�.
gMp4 NrS 1 8 d 11 404020 G FL P.E.#58706
QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
H,I,J,K,L
19.125
A,B,M
PSI
C,D,E.F.G
24.000 HJUXL
A,B,M
III 32 000 A,B,M
37.000
H,I,J,K,L
1 1
111
1 1
2 7
A,B,M
1
111i11122
1
1
2
PSF
54
79
82
79
40.000
A,B,M
2
11111
2
2
11
2
2:
PSF
49
79
58
78
44.000
HJ,J,K,L
1 1
1 1
1 1
2 S
A.B,M
2
1 1
2
1 1
2
1 1
2
2
PSF
45
74
bf
74
48.000
H,I,J,K,L
1 1
1 1
1 1
2
53.125 H
A,B,M
79
1
2
2
2 1 2 1 2
4 223 31
2 2 2
4 313 3
2 2 2
43133
3 2
CEM.OFAUTI.t]WSB
ANCHORAGENOT7METAL
TABLE 6.
1. ANCHOR TYPES: 1 -O'ULTRACONS OR #12
INTO METAL600D 2.O SS4 CRETE-FLEX3-EWSO
2. ANCHOR LOCATIONSSED ON THEU
D
U
FOLLOWING DIMENSHEAD
-161/2'MAX. FCORNERSJAMBE
-1712' MAX. FCORNERST232IS'
MAX FROM CORNERS
1
1
6- MAX. BELOW MTG. RAIL
212
312
SILL- ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
1 1
_
2(2 3r
NOTE 2.
1 1
4. TABLE MOTH AND HEIGHT DIMENSION ARE FOR
'ZjZ 912
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1' LESS.
DESIGN PRESSURE LIMITATIONS:
3 72
4T3
SIZE BLOCKS OF THEABJACENTTABLE WITHA
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
1
1
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
32
4!3
OMAXIMUM
DESIGN PRESSURE FORT ERESPECTIVE
SIZE AND GLASS TYPE IS AVADABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
3'2 413
REQUIREMENTS.
3 3!3 3i3 43 4'4 3T 413 414313 513 TABLE KEY:
r3 313 3'3 413 4r4 3'!3 4!3 4i4 3!3 Si3 MAX. PSF
fDP LINUTEDJ fi7
2 2 2 2 2 2 2 2 2 2 HEAD 3
�.._ _.r..- ..._._ .._.--...-.-- ..r... —T-.. _'_.
.3 4 4 313 413 4�4 33 413 4 4 3,3 5,4 JPMB ABOVE 3 3
2 MTG. RAIL vuonucrx6vlsID
'3 4,4 3�3 4i3 4;4 31S 413 4 4 313 5':4 JANB BELOW n.iJ.e �
MfG. RAIL A.�ww M •o
2 2 2 2 3 2 2 3 2 2 E 19L �`
L DP Try c
i4 4�4 33 4,4 4i4 4!3 5'4 4�4 4i3 5;4 FUL 2 Mlm,i sae Fina�el r�arc
2 2 2 2 3 2 2 3 2 2 HEAD _
444 3 34144144 3 544;4 4'3 5 4 JAMB ABOVE 2. `11` YLYN
M7G. RAIL SON.,...,, N
3 3 2 3 3 2 3 3 2 3 JANB BELOW
.. _ ... Q';''
I'4 414 3�3 414 5f5 411 5'4 5'5 4f3 5'4 MfG. RAIL No. 6B705
3 3 2 2 3 2 3 3 2 3 SEE TABLE 2 FOR _
...,._...__.... _... ...__ _.,,._. FULLDP
9 11 1 4040.20 L G
ANCHOR QUANTITIES
ABOVE MEETING RAIL READ WD JBS),
CUSTOM FLANGED
MINUS SASH
HEIGHT WINDOW
BT MINUS SASH HEIGHT TABLET.
HEIGHT
17.125
22.668
28.217
33.750
39.296
4q.839
5D.3B2
55.925
SUBSTRATE:
ANCHOR TYPE:
Too
NpaV
3
Z�Z
JN9�U
MO
S
Z�ZP+pOpNZ�ZMgOgNZ�ZmO
UN5
Q�3
Vw3"O�
3
3
Z
Q
2
2
ZmO
v3N
3
3
Np
3
3
4
ZZmO
0
2
2
3
-
U�g
3
3
4
$NU
3
3
4
Z-Z.0
2
3
3
UN3
33
3
4
7.,
3
3
6
z�Z
U
3
3
3
U
3
4
5
WINDOW
WIDTH
GLASB
TYPE
37.000
PSF
D,E,F.J,
K,L
1.....�.. .j
2 ..2..
79
..3..-2. 3..
3 3 4
.3. 3 3
4 7 4
4 4 5
6 4 5
2
40.000
PSF
D.E,F,J.
K,L
2 2
�' 1
79
2
1
1 79
2
2
1
2
2
1 791
2
2 2
3 9
2
2 2 2
4.
2
4 3 4
__._..
4 3 6
4 4 5
5 4 8
2-
PSF
K,L
78
1
;,.
76
79
77
79
79
78
3
5
4
3
5
5
4
5
5
4
6
1
2
2
2
3
3
3
4
4
4
4
4B.D00
PSF
D,E,F,J,
KL
78
2
78
2
70
2
78
2
79
2
71
2
79f23
2
3 2
4 4
76
2
-4
2 2 2
5 4 5
3,., 2_ 2_
5 4 65
._ 3. 24 2_,
4 8PSF
1
1
1
2
2
2
3
53.125
O,E,F,J,
7/
2
79
2
69
2
71
2
78
2
60
2
74
3
77
3
4
2
4
69
3
3 2 3
5 4 5
3_2
6 5
6B
3
6
.32 3_.K,L
B 5 7
8 5 7
1
1
1
2
2
2
3
4
37.000
40,000
44.ODO
48.000
53.125
U`Ua% 8-8aD 0 ozIN-P�z�$IN SJ 0�'NF J�SNU
ml0aeo-icm
LERT.OFAUTK."(
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1-1/4ELCO ULTRACCNS OR 612
SCREWS INTO METAL
2 -1/4' ELCO SS4 CRETE-FLEX
3-612 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
DIMENSIONS:
HEAD - 1810 MAX. FROM CORNERS
JAMBS -17 12- MAX. FROM TOP CORNERS
11 12' MAX. ABOVE THE MEETING RAIL
S' MAX. BELOW MTG. RAIL
15' MAX FROM BOTTOM CORNERS
SILL -ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 125/8' MIN. TO 38' MAX.
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1' LESS.
8. DESIGN PRESSURE LIMITATIONS:
SQE BLOCKS OF THE ADJACENT TABLE WITH A DOLD
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 REQS.
TABLE 7. KEY:
KM. PSF SEE TABLE 3 FOR
1DPLINIITED) 112 FULLDP
.HEAD 2
JAMB ABOVE 2
MTG. RAIL
(FULL DP)
HEAD _2...
JAMB ABOVE ... 4
MTG. RAIL
TABLE 8. KEY: PRODUCT MVISM
ammrAyii mom iMFbliJa
MAX PSF RmNal comic
WI&vw Nol-063D21B
(DP LWIRED) N2 5�J v� T2J21
JAN® BELOW 2 ay
MTG. RAIL M vmkPronH
(FULL OF)
�aa� UCENS "•� '�
MTG. RAIL C # i No. 587D5
SEE7ABLE3FORFULL DP :70 17+•��,
sKmo I NTS 1 10 • 11 1 404020
FLI
EXTERIOR INTERIOR*
1.314' MIN. EDGw
(ALL HEAD AND SILL DETAILS)
(ULTRACON ANCHO
2.112'MIN. EDGANCHOR
3) 2x WOODSUCK
(CRETEFLEX ANCHO
(SEE NOTE 3)�
3.35 KSI MIN.
CONCRETEMIN.
OPTIONAL ix
WOOD BUCK
(GEE NOTE 3)
1-1/4" MIN.
i-314'MIN. E
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
]ANCHOR APPRO
NOTE 2 & 3) ANCHOR TO CONCRETE EDGE E
E IS 13W FOR ULTRAINTO O CONCMDISTANCE M
2-111r E.D. FOR
ULTRACONS AND CRETEFLEX INTO CMU ND CRETEFLEX INTO CONC.
�1'MIN.EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS(G5),
1/4' SS4 CRETE-FLEX FOR DETAILS B & D OR 0,131.0 x 2-1R' COMMON NAILS (F1667 NL CM
5-07 Z (60)) ed PENNY SS ZINC COATED COMMON NAILS, TYPE 1, STYLE 10—FIN MOUNTED
ONLY (SEE DETAILS E. F AND G THIS SHEET)
F:A
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IXNE BUCKSWHOSE
TOTAL THICKNESS 15 LESS THAN 1 1YY. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CANBE
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE
1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM 6063-T5 AND A MINIMUM OF I/6'THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045'
DETAILS
DETAIL A THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
TYPICAL FLANGED HEAD ANCHORAGE
WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
,.�..� 1-W4' MIN. EDGE(ULTRACON INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
}
j\ I r2.12"MIN.EDGE (ULTJCRETEFLEX INTO CMU& CRETEFLEX INTO CONIC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
B5, ANCHORS ARE NOT REQUIRED
t 31" AT THE SILL OF FENCED UNITS.
6. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
MIN. '.
T. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
n —T CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
UIl oIo FLORIDA BUILDING CODE.
.131" DIA. MIN.
,2 iW NAIL,
AT CORNERS
AND S' O.C.
114"
CONCRETE ANCHOR,
FH BELOW MEETING
RAIL. (SEE NOTE 2)
.35 KSI MIN. CONCRETE
IR 1.5 KSI MIN. CMU
UC PTIONAL WITH SOLID CONCRETE OR
BSTRATE(SEE NOTE 3) DETAIL
TYPICAL FLANGED JAMB ANCHORAGE
1/4^ 5/8'MIMEDGE
MAX.
SHIM
��WDOD FRAME
2-12'
WOOD ANCHOR.
FH BELOW MEETING
RAIL. (SEE NOTE 2) 4
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
v
FRAME'
SHIM
.131' DIA. MIN.
x 212" NAIL.
AT CORNERS
AND 5" O.C.
L,131-DIA.MIN.
114' x 212" NAIL.
MAX. AT CORNERS
SHIM ND5"O.C.
DETAIL F, (HEAD) DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN AN
CHORAGE
tDI01E0H)4lKLI OI.(961'N1.L0IJD9
FRAME
If..- -) ZAWEMBEDMENT
DETAIL G (SILL)
INCHORAGE DETAILS
ILUM. SINGLE HUNG WINDOW, IMPAC
un k
snroo NITS 1 11 H 11 4040-20
N.. 58705
OT E
67A E OF
"''S�ONAL ENG``•
A. LYNI^I)AI wI P.E.
sCq eYNFo
MIAMI•DADE St �uC1CdUpty
s
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.aoy/eeonomv
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approv ed herein, and has been designed to comply with the Florida Building
Code, including the elocity H 'cane Zone.
DESCRIPTION eries "PGT" Clip d Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL D CUMENT: Dra . g No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, 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-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0630.01
C MIAMW&? OUNTY Expiration Date: May 26, 2021
` Approval Date: November 09, 2017
Page 1
r t
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA 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. F"TL-6443
(samples A-1 thm E-1), dated 02/28/11, and addendum letter dated 05/05/11, 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 51n
Edition (2014) and with FBC 61 Edition (2017), prepared by manufacturer, dated
08/29/17, 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
i
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-5th Edition (2014) and FBC-6"' Edition
(20147, dated 06/22/17, 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
Approval Date: November 09, 2017
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULLI�DP@IINO�
MULLIONS
sEEDBrNts /
ATHaV a:
SHEEi9N
I���}}II.. 3EE DLTN15
1 HG0.L[mliPl l A-0.GN:
{-_ MULL SXEELBN/
IFNGDI HDw].OGxt
L
ULL
LNB
r
aEnvr
H9GHf II
�GLEMULLION
r III r
SNGLEMUUJON
'1 SF£ CORRESPOND W G DETAL3
FRDMFIGU!GiM VE
CGOES/STANDAFtN USED:
F�OWMA BULDINGCODE(FB), 6THA SUBDING CODE (FEC� 5THEDITINOS2015 FOR W000 tx1NSTRUCRON
ESIGN MANUAL. ADM-2015
I�HOR¢MILLLENGTM—I
r
�I
r r r E
D
�OFEMNGYNTI
FCR YERnG1 MRt
J DFExwcw,mx
FOR
BE
BUCI(S
MULLIONS
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST TREWINDLOADS CORRESPONDING TO THE RECUR ut 1Ew�iAi
DESIGN PRESSURE MULLIONS ARE CALCULATED TODEFLECT NO NIORETRAN Ul0.THE in MESS NUTREABE WAS NOT USED eev uuul
IN THIS ANCHOR EVALUATION. THE 1.5 LOPD DURATION FACTOR WAS USED FORTHE EVALUATXxi OF W000 SCREWS. 1 X]x.la
xzxme
4) PROPER BEAUNE OF ENTIREASSEMBLY IS THE RESPONSIBILITY OF OTHERSAND IS BEYCNDTHE SCOPE OFTHESE 1xmx5
INSTRUCTIONS 1X,L"XjI12XI
x4xex
sx
1) WE THE COMBINED WIDTH OR HEIGHT OF CNLYTYOARRM
IACENT FENESTRATION PTWDUCTSTO DETEINEPRESSURESAND IX4X 3T5
ANCHORAGEFORTHECOMMCNMULLDN,SEE EXAMPLES ON THIS SHEET AND ENEET24 FOR MULTIPLEUNRS,CONSIDER 1X4X3n
ONLY TWO ADJACENTUNITS ATATIME WHEN USINGTHE DESIGN PRESSURE ANDANCHORAGETABLES. THE LOWEST DESIGN t25X].1e1
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATON PROOUCTS SHALLAPPLY. 12l X325
1T X=
D)WHEN FINDING YOUR SIZE IN ME MULLION TABLES, ALWAYS ROUND UPTO THE NEXT SIZESHOWN ON THETASUGS). Z?54X%.M
.25
]XBx AS
T) ANCHOR EMBEDMENT TO BABE MATERWLSHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCIfS BYDTHERS, MUST 138X211
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALLBE COATED ORCORROSION RESISTANT W. X 325E
AA APPROPRIATE FOR SUBSTRATE MATEREAL. DI951MILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 4sx lzsi
B) RFERENCE TEST REPORTS: FTU5443; ELM UI.TNAGENJAGGRE-GATOR NOAIS
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WRH THE REOUIREMFMS OF ME FLORIDA BUILDING
CODE AND AREAPPROVED FOR IMPACT AND NO"APACTAPPUCATIONS MULLIONSAI - ONLYTO BEUSEG WITH
PGTAPPROVEDFENESTRATIONPRODUCTSHAVWGCURRENTAPPROVALS.
10) MUWONS ARE N COMPLIANCEFORUSE INTHE HV
11) QUANTITY OF UNITS WITHNA MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDEGTHATTHESPAN AND OPENING
WDTHNEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REOUIREMEIRS OF THIS NOA
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (MVFP) FOR THE OPENING USING THE ASCE.T STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAW OR'TRUNGULAMPPPFSDIDAL'.
USIN
E MULLION TYPONLU TNNAND OGLION WIGTH OR HTGHTF'DEFENNDING IF THEMTHROUUUION I�B SPANNING VERTRCALLYOR HORIZONTAf1Y}THEG
N CAP CITY
AN OPE"UNOSHAW MEET OREXON 6H
CEEO TROMHE DESIGN PRESSUR'REOUIREMENTOBSA-T'1 FORTHE OPENINOOBTAINEDIN
THEC
YOU
S 1).
5) OM THESAME TABLE USED0. IN STEP 4I ABOVE, FWDTHE VAWEIN'IHENRT FIG 0.NCHORCAPACItt REWIRED (LM TMSVALUE
R PRESENTS THE WINOLOAD TRPNSFERREOTO THE SUBSTRATE BY THE ANCHORS ANSI MUST BEMEf TO ATTPIN THE FULLMULLION CAPACITY.
FROM THEM
CAPACRYILBS) TABLE ON THE 9AM ""UM.
FHECETT AN ANCHOR CLIP PATTERN PND VERIFY THAATT T'CONCME REQUIRED ANCHOR
PRODUCT REVISED
'ng comPlyIN Uic Fl.dd.
au4lBinB DaED 17-0630.01
NOAJ]o
F plm6on Vptq 05126/202T
WRTIIMJLL QAYAVOI o mc..
MULLIONS _ ND, SB705
7) IF THE OPENING. YOUO MUSE ME- -ANCHOR
CAPACITY
7To THE j-NTHE —LOWER
IRBdENT ILB5u..'RTH I = *
OPENING, YOU MAV USE ME -ANCHOR CAPACITY AIXIUSTMENi FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITHTHIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FORME SAME SUBSTRATE
p0 ATE D
B) VERIFY THE DESIGN PRESSURE RATING(1-0 h ) FOR THE FENESTRATION ME UCTT00E USEOAND E ENTISE WITH TNEFINALMIRLION �,'L1�•.:fL ORIOP.
CAPACITY(LRSM OBTAINED FOR ME MULLON SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR ENONEMULLED FENESTR4TION �''S�QNALE
PRODUCT ASSEMBLY. A LTNNMIULOP
9)HIGHLIGHT OPTION USEDANDTABLEVALUES USED INASPECIFICPPPUCATIONWHENUSINGTHIS NOATOAPPLY FORAPERMIT. FL PEN W70
DETAIL A
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
. ME f�- ...
EXTERIOR
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
EXEERIOR \• \\Y`�+<
ELEE
oaTu+LE
C
, nPau m
eUCNSTRw Rx
PNp PHSESTASUE
PTTPCMMEM SEE SEETABIE6161S0
MHO e6, H
EEE Nme 1.
sHEETT St U
O a
\ MIN `. '...,." EDGE
CONCRUREfEgi CMUSi ' �' "�1 pIN:LE, u� j
6EESEE TABIE6 y¢
\ EpGE gSTPNCE 1BA]0
j Imo:' SIDEVIEW
j
FL
O
a FJiHERTHE O
6TA^B1
_
m
OFFSETWU.
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P
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THISMETHC0.r-
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Eme
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SEENOTEI .'��
SHEE l or
µN]TK4ICONLREIEORCMO
SIDE VIEW FRONT VIEW /
FRONT VIEW
INSTAUATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
]I QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL 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 A-D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
d) WOOD BUCHS ARE OPTIONAL, $BE DETALL C, SHEET 3,
6) FOR MASONRY APPLICATIONS IN M IAMFDADE COUNTY, USE ONLY M6RMFDADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1M' S.S. AGGREGATOR MASONRY ANCHORS.
PRODUCT REVISED
BUI1Jing CotleWIM Ne Floiltla
NOA-NT . 17-0630.01
P.E.
DETAIL E:E R
y lu, MULLION TO MULLION
DETAIL C: INTERSECTION NOTES: �C d
MULLION DIRECTLY ATTACHED TO (U-CLIP) yS
MLLLICN I) MAYBE INSTALLED IN TEE' OR'CROSS'
MASONRY STRUCTURE INTERSECDONs. �� a
(STANDARD CLIP SHOWN)
()MAYBE IRVEWFDI.LY. NTPILV d
I (SHOWN)OR VERTICALLY. N
I tIp.NIWOF L c
��� I pEfl SIa5rRA1E, 3jSB ULLIP DRAWINGS, SHEETS Ca !C
G1ANMld) j SEET Es rate FOR CORRESPONDNG MIALON D y G23
o=FSErwu j. TOP VIEW 0O W
TNIEOBT II I I EOGEg5rN10E W J N
iW5YEM0) I
I FQ1\ASO9Yr VMIE94--�i J
MICNdYR ]I).M.SCRMS. y =
I aE)FIX 0Cfl PREU g i
I I ICI • �\ �MWA)1llLllaE aN] a W O ~
EXTERIOR < °a s .�ulnLON O m ul
a TXEOFFSL1 pdID13 `` a Z �� �' '
EWECIuRANCE RECOIA)£)Dm FM V
F9RMn IdCNRr FIKFMNFC
cxoRs wlNPaws, eur\ur Z.Emlw �'F 5 Z
a' . � I1T�Eaana�rmi]. EXEERIOR
1 rn.u+aCR a z z z Q H rn
FasussranTE, a Q a. O z �.� 6t£TAD:FS tat]0 TW.P)✓rl4CR SFR SXFE16113)FOR o y F0p1 tl030
PFRSU6liRAF. HIXELCGTRIS y gvl
eurxatwr sEEresFs m+x FROINTVIEW mLe Q Y y
Ab o19rAVCE 0 f tlJ 0
R HYMM
sEs
erartEn. r �� U z¢ 3 3 I
aPFHorEL u ¢ C O
FNumI VFNf .,. '.. •.r,: .., •.. • '. •( � 61�T1. .:. .' :.::...-_; � d A tt99
~-�sffTs SIDE VIEW
NW 2r Y9 LONLRE)E Cfl Q9J MN2TK61LCNCREIE qi CMU 1RI)B
FRONTVIEW SIDEVIEW DETAIL 0: Fs
ROoap 4REVI6ED
MULLION ATTACHED TOP :-'vth mo I.HAa
STEEL STUD -^ A -No oao
(STANDARD CLIP SHOWN) / DA-No. 77-063D.Ot
plrotlon DRto 0526/2021
INSTALLATION NOTES:
1) ANCHOR EMBEOMENTTO BASE MATERIAL SHALL BE BEYOND WAU DRESSING ORSTUCCO,
2) QUANTITY OFANCHORS AND MULLION SM SHOWN ASOVEAAE FOR PICTORIAL REPRESENTATION
SO
CORRECT QUANTITYAND LOCATION OF ANONORS MUST BEFOLLOWED, REFERTO THE TABLESON THE
FOLLOWING SHEETS. FOR DETAILSA.D. ERHERTHE STANDARD OROFFSETCUP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPRONAL, ME DETAL C, TM SHEET.
B) FOR MASONRY APPLICATIONS IN MWMI-DADE COUNTY, USE ONLY MIAMLDADE COUNTY APPROVED
EI.CO ULTRACON OR ELCO 1/4- S.S. AGGREGATOR MASONRYANCHORS.
FRONTVIEW
(�
EXTERIOR
NOTES:
1) FOR 2X WOO6BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY EE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS&N, FOR QUANTITY OF SCREWS
SIDE VIEW-
* : No. 58705
EXTERIOR
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SFEDFIAASA4
SANDa ipR wsruuTlp+
x TOVMJSP6.IPLSLA4IPATF3
cm..Ou .
DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
O O
p O
TOP NEW
�c\\\\\\� \ "� PRODUCT REVISED
r .MCHDR C' 7,` as coInB COtlam Iyln, with ua Hondo
PFiv SUattMtE, DYNE
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USE THIS FORMULA TO OBTAIN THE 'ANCHOR
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SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
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4) SUBSTRATES: CONCRETE SHALL CCNFORMTDACI 3D1 SPECIFICATIONS. HOLLOW AND GROUTFILLED
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PRODUCT REVISED
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TABLE NOTES: ,
•
•
•
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1)SEE SHB£T I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING.
•
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SEE SHEETS 24 FOR GENERAL NOTAUATION METHCD5.
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fo aONY
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*; No. 58705
ANGLE MP MUST
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TABIENOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR WFORMATION ON LOADING. SEE
SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
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SUGGESTED, APPROXIMATE HOLE LOCATORS.
4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE SLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW
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STUDS TO BE A MINIMUM GRABS 33AND AW THICK (16GAUGE). STRUCTURAL STEELTO BEAT"T.W THICK
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NOA-No. 17-0630.01
F.xplmtlun Date 0512612021
1.250'
FIGURE is FIGURE2 TABLE NOTES:
• ® 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOOR OPENING WIDTHS IS ALLOWABLE A6B NY LYNp TTT/
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CLIP MUST SHEETS
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A)SUBSTRATES:CONCRETESHALLCONFORMSI ACI901SPECIFICATIONS.HOLLOWANO -D
GROUTSSUED REATE YELLOW SOUNIUTHERN
PINE WITH
TO FBTM.UMINUWOOD SHABE
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Anc3m.
ac
TabM
8uG¢Ys 2]k Cucrtla
aav CCro.
1b0wfT1
PTHbo]
Miss
LtCEko
tIP 83 El[e
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w FR
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31]8btl
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IH'Ek[UWv[gl
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SIC EkoNTaM
TIP Eka Ntlsal
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AlOcmlT
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8[MIaS)
AlIC11O0GBp P8]ICTa
+' ZI]!
+• bllr
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r
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tS4' t11a•
r
M1)a• Lu4•
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tgla•
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1501M 6801W
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)Slbv
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9]41b
1TOIba
810M
N1 W[
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SWb
1MCIum®fi'A4n O.C.IWL15 Nn'e CIlpfllFh It ]Wan SBBeF
NOlba N06c
WA
I1MIb
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EB]Iba
IAWW
W31be
a351k
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4pIIEbm Q133•MIn O C., w inamOM1C01el .Rt ]W Es ISSW
]BOIb[ +BIOMs
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BN IN T]Ifib
T]Wb
WA WOb
WA
10591b
WP
13Ab
FIGURE
F_ I El
FIGUREY.
Fd
FIGURE1
ANGLE CLIP (FIGURES 1-]) MUSTBE USED IN PAIRS.
TABLENOTES:
1)SEESHEETI FORINSTRUCTIONS ON USINGTHETABLE5 DSHEET25FORINFORMARONONLOADNG
SEE SHEETS 2-4 FOR GENERI INSTALLATION METHODS.
2) LINEAR INTERPOIATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE.
3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DPIENSIONS, SEE SHEETS 21-4.
HOLES TO BE DRILLED N THE FIEL➢ FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-25
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPEC;11O TIONS. HOLLOW AND GROUT -FIRED
CONCRETE BLOCKLNIT(CMU)SHALLCONFORMTOABTM090.WOODSKAt BEPRESSURETREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. A UMINUM SUI U. BE W6MSAND BE MINIMUM OF.12V
THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND.NS-THIGH (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.I2STHICI(ANOA36.ALLANCHORSINTO METALSHALLEXTENDATLMT3SCREWTHRE SBEYOO
THE MATERIAL C10 S #12 ANCHORS INTO WOOD MAY BE STEEL, IBA S.S. OR 410 S.S.
=ANCHORW_
PRODUCT REVISED
as complying
om lylnowiN Iba Flodda
xOw-Hc.GOD 17-0630.01
.�aCp1Y LY....4f ,,.
C' No, 58705p
O O
i�So•RYORIOP.'.Cn�O
F1AO0'-I I-1.255--I R
—1 1.000- r —1 1.0U5 e IN
dd
T zs o
z.750' .1z6• a1 z5' .1z5• 3.1ee•
z.755 .1zs•
2000• .125 zwv .125 265 2.116' u
.12V L 3T5' 375' '�• .500' _
L T 7 i 360' i IS
IS j g N
1'NBO6STg ALUM N P%6663TBP1UMDON 1'X27656} )1 WALUW ULLION 1'%3.6(m3.TSALUM.LLMN 1'X36063'N ALUM 12SX 36061T6ALUMULIIDN 120'%606`RAWM LLX)N G Q �g
%SECTION XSECROH XSECROH %SECTION %SECTION %SECTION %SECDCN L3 W y o
a BE, Z w
3T5'
MIN.
I •t--.,23
II
SAND RGC IP
2 U6D•
aW9-Ta N.UM.
%SECTION
.125'
f
I
Z12W
ULUP
I BOBS-Tfi ALM1.
%SECTION
1zs•r I E
F—
CRE/.TEiAP. SEE MW. i
DCTNLF,SIffETL
S38'MW
TowlEw
STANDARD CLIP
6063-TO ALUM.
TOPAM
.SIN
MIN.
I
I
B
I
I
I
�
OFFSET CLIP
6L6LTBALUM
TCPVIEYJ
ZWCEWEROFMCHOR
HOLE MUST LIE
RHINTHEOASHED
BOUNDARY. SEE
SHEETS 617FORTHE
ANCHOROC.
DISTANCEMA%IMUTA
ANCHORHOLE
DIAMETFRANCHO0.
DIAMETER. INS.
21L6 MOLE CLIP
BW9T0ALUM,
2DXSECNON �•
125-
9.000'
3T6' MIN.
A -:---_—_—:
MANGIECLP
6063-11ALUM
TOMEW
CENTER CF ANCHOR HOLE MUST LIEW MINTHE
DASHEDBOUNOARY.SEESHEETS&I8FCRTHE
ANCHOR DG.DISTANCE.MACIMUMAHCHOR
HOLE DIAMETER: ANCHOR DIAMETER+ INS.
Mull Dimension (sbeetlry
PGT P01t9
Mulllon
Sb1. Clip
0@3dlgip
UCi
Ania Clip
1'X2'X.125-M
666D5
MG113M
M1110MI
666243M
666511M
1' X2' X.37S (6)
666006
666114M
66fi1119M
6fi6244M
6fi6512M
i'X2.75X.375'(7)
66607
651
6661120M
6BU45M
666513M
I'X27wx.650'(B)
66608
6WIlW
6661121M
666246M
666514M
t'X3.129'X.6D0'(9)
fiE637M
6561116M
6661114M
656242M
656515M
1.25'X3.188'X.265"(12)
66641M
6W111710
6651113M
666241M
666516M
1.2VX211"X.t25"(1B)
69370
WA
NIA
WA
66851791
NOTES:
1) HOLES TO DE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THE SHEET.
21 SEE SHEETS 69. I2 & 16 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE
31 SEE SHEET624 FOR GENERAL INSTALLATION METHODS.
TABLE A
Dire don
WIS. pn)
For Mullion:
A
ibms
B
2854
I-%2' XA25"
Aluminum
Tube Mullion
C
0.80
D
0.740
A
1.125
B
2.404
TXT X.375'
Aurboum
Tuba MW4on
C
0.635
0
0.490
A
1.875
1' X275" x
]75AIomIn
iita Mullion
B
3.000
C
0.757
D
toe
A
1.312
1•X2.751X
'050•
Aluminum
Tube Mulilon
B
3,000
C
DATE
D
0gag
2.000
1•X3.125'X
2637
.�. Alum
0.BED
Tube Mug
1.137
2.625
1.25'X3.18B'
F.A
3.262
X265'Altml
Tube Mull
O.B62
1.762
126'X2.11'1.913
.121-Alum
Tube Mull
PRODUCT REVISED
DI wIN the Florida
Sandal. 0�
NOA.Ne. 17-0630.01
Expiration Data 0512612021
Miom�ro uct DPntlo
;opP( LYMp�i
\%CENSF -XI,
No. WES .�
lA 0p ' 4
p7 NG �.
fJjVT+p��L�,4 R`d.E.
'FIL P. 58/D5
1
1217X3.25'X.[00' IZWX3.25-X.024'
MULLION MULUON
SCOSTSALUM. BOaSTSALUM
X-SECTON XSECTION
1'X4'XSTS
7- MULLION
BW3-TB ALUM.
X-SECTION
.250
3.54'
100°
w—"i-
-B R20' I^
1.25'X3.94'XX24"
MULLION
6005-TSALUM.
X-SECTION
740•
�T
12s^ STAND
2.000.AROCLm
2.1252.000" V05ANOLECUP
45ECTON U-CIP 606gTOALUMI ,
SOWTSALUM. %SECTION ,125
.125' X SECTION L
125'-T
CENTER OF ANCHOR HOLE MUST LIE WDHIN THE
DASHED BOUNDARY, SEESHEETS IORDFORTHE
ANCHORO.C. DISTANCE. HOLE DIAMETER: ANCHOR ANCHOR DS
—B12S��
_ CREATE FCLIP,S[E
1 DETAARSHEET4
.3]5"
i i I
II
I
i i F
I
I
I
i i F
1 I
1 I
I
I
I I 1
1 I
STANDARDOUP UCLN
F.
600gpa AWU. OOKLSTBALUM.
OF ANCHOR HOLE MUST
LIE TOFVIEW TOFNIEW
HE DASHED BOUNDARY.
non uo nc eurunn
SEE
n r Tap] F C
dAMETER. ANCHOR DIAMETER.IMW,
S.SDD•
.375° ,37Y
MIN.
2.1 I I I I I
I I 1 I
I 1 1 I
1 I I 1
I I I I H I
I 1 I I
I 1 I 1
I 1 1 1 I
0 OFFSET CLIP
.125' TOPVIEBOUTA.
TOPVEW
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET,
2) SEE SHEETS 10. 11. tg15, 19820 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
ANCHOR
DIAMETER • 1MV.
TART F f. OONT
Dimension
Value(In)
Par Nulllon:
1 04, naIon
Value Vn)
FaTMulllon:
F
0
1.000
4"X
.125'
Alumlwm
non Mullen
F
G
1.V38
0.500
1.T3'X3.25'
X.624•
Aluni um
Tube Mulllon
H
I
2.660
0000
H
1
1.438
3.260
F
3.187
VX4'X
.315'
Alum..
Tube B'T
F
G
2,US
1.126
1.25-XLN9
X.m.
Aluminum
110rc Mulllon
G
H
1
0,751
2.430
3.000
H
1
1.500
3.250
F
2.250
1,2YX3.W
XADIP
Rhin..
Tubn Munlon
F
2.813
30'Ba Mull
0
H
G.T50
1.500
F
2.875
YEn, MMan
I
3.250
2XSPNGLIE CUP
6083.T6 ALUM.
TOPMEW G &�
PRODUCT g REVISED
an 11dnpplring IJa IN Me FL
NOA-Ne• 17-0630.01
E`pin6on anon OW2612021
By
w tNoml de lOonlrol
Mull DlmeneNn
(e Ontpl
PGTPad#
Mullion
SW.CUP
Offset Cllp
U4Xip
main Clip
1"%P %.iM"(10)
69364
0661HM
M1122M
BEENIM
BOSSISM
PX4'X.37N(11)
WOO
656112M
650123M
686242M
MISSION
V X47 XX3 7P(11)
1.2Y X3.46' X.107(131
TINY X3.2P%.02P(14)
66863
=150=312
20161120315
600112M
BB8I127M
MilnM
M1123M
U61124M
SOM125M
666WM
GM410M
CNGHIM
O686 OM
WRO15M
6XINISM
1.2Y X3.B4' X'&ia,(15)
20162
M11VIA
M11200
666241M
W017M
3013'. (19)
M49
WA
WA
WA
6605110M
45Oeg. 09)
65650
WA
WA
WA
8656111M
ITn �No. SBTOS '
A. LYNN C4ILLER, P.E.
FL P.E.N 511705
Mull Dimension
(s00at R)
PGT PeHA
Mullion Sttl. Clip 11-LYIp
AnDle Cllp
2"X4°X.25"(i8)
66W2
666261M
6662]1M
8665, 12M
2 X6'X 25'(17)
66804
666262M
665272M
6865113M
NOTES
1) HOLES TOM DRa I Fn IN THEF00D FOLLOWING
DIMENSIONAL RESTRICTIONS GNEN ONTHIS SHEET.
2) SEE S6�ET31617 FORSUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) MESHEE7524 FOR GENERAL INSTA TIDN ME ODS.
0,�—
STS
I MIN.
4.000'
.25WTXVXS
MLIWOH
aa61Te %
XSECTON
r'-2000'_1
YX6'X2S
MUI uON
B6e1T =m
%-SECTION
o C
-.fit—.1zs—{�--.1zs•--11^-.1zs• �ySN�Ig �
DARD COP U-CLIP 2XIANOLEWP
1x6M-75�IJK
NY�
6M6 T6ALUM. BOGiT6ALUM.SECTION 1W XSECODN 2,pID0• %SECTION
.125 .125
OLiI In .`nN LLI
E O W
I I—,.4D3•-i T �
=IiEAETO370
-3.SW'� CREATEF . MIN.
4 _9EE DEfAh F. '37S � .3T6'
61-EET4 L1W.
____ _______T_____________
I I I I
I I I
I I I I
30.78'
IL I 1 .375'
I I I
II___ _______� __ __ L_____________________1 MIN.
STANDARDCLB USUP, 60w 18P11Ai 2XS ANOLECLIP
OFANCHCRHOUMUVUE 6063T6ALUM SEOFORYX4'MUWON. SNEEf 18 CEN7EROFANCHORHOLEMUSTUE BC6}78 ALUM.
HEOASHm 60UNDPRY. SE£ TOPVIEW TOPVIEW WOHINTHE 645HE0 BOVAVART. SEE TOPNEW
16t7FORTHEANGIORO.0. SNEET316-17 FORTHEANCHOR O.C.
LM "UMANCHORMO =rIN OFAIICHORHOL51). OE DISTANCE Mq%IMUM PNCHOR NIXE
A: ANCHOfl DWAETER�1116'. WIIHINTHE DASHED BOUIIDARY, SEE �OWZER, ANCHOR DMUER- VIC'.
SHEET816A7FORTHEANCHORO.C.. \
.......—DHMANCEMA0IMUMANC4ORF.0 E
.375• I s 1 sEE DETARf, .374
MW. I rMIN.
E-
1
I
I
I
I
1
I
I
I
I
I _
I
I
I
_
I I
I
I
1
I
1
I
I
1
_ _ i
4b80•
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
5.4
1
STANDAROCLIP
6 TaA um.
TOP NEW
4 5.46• I c i --
61' I S.0.7S
I j
i L
G up
6p6YT6 ALuM.
USEDFOR2'?WMULLIONUSEDFOR2' SHEET ti
TOIMEW
2XSANOLEOuP
e0 U& UM.
TOPVIEW
d3� Z N 1071
PRODUCT REVISED
25 COM Ong 6e FI win 1Prlda
BuildinNDA-Nn, in 17-0630.01
E�pirepan lopt.10512612021
By
a Produnl COnbe1
* : N.. 58705 .
A.LjWMlL'L'ER,P.E.
FL P." 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
MUI
LENGTH
SEE
6EE
FEYESIW1TIft!
BETNL6,
P0.000C15
]HEE16
•PRiwnt\
�J
2J
4
4
�/
61EE15
NDINCIIDR9IN
WINDOW 61LL
R
r-MlDm
EXAMPLE2MULTIP1EMU IONS
THEBUILDINGSUBSTRATEISKNOWNTOBEWOODONALLFOURSIDES.THEWINDOWFRAMEDEPTHIS2.114'.THEOPEMNOREOUIRESADESIGNPRESSUREC -W6 N40.0PSF,
I) INITIALLYASSUMING THATA P WIDE MULLION IS SUITABIE,THE MULLION IENOTH IS 72-ANO THE OPENING W DTH 153T+320'.W. REFERENCING SHEET25,THE COLUMN USING
RECTANGULAR LOADING MUST BE USED, SCAN THE MU WON TABLES FORA MULLION THAT IS AT LEASTTHE W NDOW FRAME OEWH OF2-114'AND WILL MEETOR EXOEED THE REQURED
DESIGN PRESSURE OF+BOBh60A FSF. IFTHETABLE DOES NOT SHOW THE EXACT S12E, USISWE NEXTLARGER SIZEAVAILABLE
FRGMTABLE 3A SHEET 7, THE V X 2.75' X.375' MULLION (LENGTH =TA'.OPENING WDTH -7n NMETS WE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+A58.3 PSF AND WOULD
NOT BE SUITABLE FORTHIS APPLICATION.
FROM TABLE 4A, SHEET S.Wc. I'X2.75' X.6W MULLION (LENGTH-T2', OPENING WIDTH-701 HASADESICN PRESSURE OF+A727 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE
OPENING ANO MAY EE USED IN THISAPPLICATION. NOTETNEANCHORCAPACITYREWIRED OF W6 UK.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE ANCHOR OUANTITYANO CLIP TYPE REOUIRED FORTHE W000 SUBSTRATE BOTH THE STANDARD CLIP WRM (4)012ANGHORS ANDTIHE 2)L9
ANGLE CLIPS WITH (4) 012 ANCHORS HAVEACAPACITY OF 80 LBS.THOUGH EITHERONE GOULD BE USED,THE STANOARDCUP IS EASIERTO INSTAW
3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PROOUCTSUSED WITH THIS MULLION SYSTEM. THELOYIFR DESIGN PRESSUREOF MUWON'S OR FENESTPATON PRODUCTS, WILL
APPLYTOTHEOVERrLLLA55E410LY,FINALDESIGNPRESSUREREOUIRESTHATTHEDOTHTHEMUWONANOT MNESTRATDNPRODUCTBEINSTALLEDINACCORDANCEWTLNTHE
INSTALL4TONSPECIFIGATONSINTORESPEUMSURSTRATESMDFENESTRATONPRODUCRTOM UION,
INTHISEX.PLE,THEDESIGNPRESSUREREQUIREDWAS+/-FA.OMF.'MEOME MULLIONSYSTEMWASDET IWDTOMMIPSFWRHMANCNORCAFACRYOFS3BL8AALTERNAT y-
THE ANCHOR CAPACITYADJUSTMENT FOU4ULACOULD HAVE BEEN USED TOCALCULATE WEANWORCAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF60 PEP:
(60 PSF) X("Ma"
38 LB5 =524.B L89 (MAYBEUSMTOQUALIFY0105TEMSCRE MOMTABLE48)
2,T PSF
THE BUILDINGSUBSTRATE IS KNOWNTOSE CMU ONTHEJAMBSAND USESACONCREIE HEADERAND SILLTHE WINDOWFRAM=DEPTH IS 29 ,mEOPENING REQNRESA
DESIGN PRESSURE OF.50.(31450 PER
FORTHE VERTICALMULMON:
1) INITIALLY ASSUMING THAT 1' WOE MULLION IS SUITABLE, THE MULLION LENGTH IS 32+TTIV-10' AND THE OPENING WIDTH IS 36.W.1,73'. REFERENCING SHEET 25.
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MILLION THAT IS AT LEAST WE WINDOW FRAME DEPTH OF 2318'AND WILL
MEET OR EXCEED WE REQUIRED DESIGN PRESSURE OF.M.0A55A PSF. IF WE TABLE DOES NOT SHOW THE EXACT SIZE USE THE NEXT LARGER 52E AVAILABLE.
FROM TABLES SHEET 7. THE I-X2.75'X.37V MULLION(LENGM=TOP. OPENING WIDTH = Ml MEETS THE DEPTH REQUIRED, HOWEWRTHE DESIGN PRESSURE IS+A15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPUCATION.
FROM TABLE 12A SHEET 16.WE2'X4'X 2W MULLION (LENGTH = 103', OPENING WIDTH = 8n HAS A DESIGN PRESSURE OF -A J PSF WMRH EXCEEDS THE REQUIREMENTS
FOR WE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD TTO WE WOTH OF WE MULLED UNIT. WE ADJUSTED OPENING WIDTH IS 3E+36'tT�74', NOT 7W AS PREVIOUSLY
ASSUMED. VERIFY THAT WE DESIGN PRESSURE IS STLLAPPLIGNBLE FOR THE ADJUSTED OPENING. ALTERNATNELY,TIE W NDOW WIDTHS MAYBE REDUCED TO MAINTAIN
THE 73' DIMENSION
THE
FOR WE HORI OINTAL MULLIONS
DBSTRATE, M THIS EXAMPLE, ASSUME THE POURED
T BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE
CAPACITY OF 1050 LBS WHICH W GREATER, AND
BECAUSE THE VERTICAL MULL WILL BE A 2'X 4' X.2W' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS. ALTERNAMWLY,ANOTHER
MUMI ON TYPE COULD BE CHOSEN.
1)THE MULLION LENGTH IS 3V AND THE OPENING HEIGHT IS 32'+7T'T=106'. REFERENCING SHEET 25. THE COLUMN USING TRAPEZOIOAVIRIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16. THE 2'X4' X.250' MULLION (® LENGTH =4T, OPENING HEIGHT -1207 HAD A DESIGN PRESSURE OF+AIIO.D PSF WHICH EXCEEDS WE
REQUIREMENTS FOR WE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHM CAPACITY REQUIRED OF 521 LBS
2) USE TABLE 123TO FIND THEANCHOR TYPE, ANCHOR QUANTIFY AND GLIPTYPE REQUIRED FOR WEOMU SUBSTRATE, IN THIS EXAMPLE, ASSUMSWE CMU JAV05ARE 8'
WIDE. IF THE MUWON CLIP WERE TO BE CENTERED WITHIN THE 8, CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING WE 2X5 ANGLE CLIPS MR
(4)MIT ULTPACON ANCHORS AT AN EDGE DISTANCE OF 1-G SAN ANCHOR GAPACTY OF 840 LES, WHICH IS GREATER AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOP CAPACfIYOF 521 LBS
4) MR WE U-Cl)p IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE CAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE UCLIP MOM ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FORTHE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LOS. THE
ANCHOR TYPE IS A012 STEEL SCREW.
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+1-61.7 PSF FROM THE VERTICAL MULLION;
a1-170.0 PSF FRCP THE 38' HORIZONTAL MULLION ATTACHING TO CMU;
+1-170.0 PEF ],RUM THE 3S HORIZONTAL MULLION ATTACHING TO THE VHRRCAL MULLON (INTERSECTION],
THE LOWEST DESIGN PRESSURE IS 4013 PSF AND W OKAD APPLY TO ALL OF THE MULLIONS,
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYS TEM.W- LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION
PRODUCTS, WILL APPLY TO WE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT SE INSTALLED IN
ACCORDANCEWTHTHEINSTALLATIONSPECIRC nONSINTORESPECTIVESUBSTRATESANDFMESTMTXXJPRODUCTSTOL(UWON.
PRODUCT REVISED
psiloe with Me FIoHBa
SeNdleD
NOA-No. 17-0630.01
EIIPimtiea Date OS12612021
By
Miaml uct o
O
It
_ I
No.58705
7
ATE A',:(O�:
'TTSYONAIL ENt`�
A L�F QY ALWE , PE.
FL P.E.058705
EXAMPLES OF RECTANGULAR LOADING:
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
T
�I
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
I
pil
L I
ri
I
LOADING OF VERTICAL MUUUON
WITH INTERSECTINO HOiIMMALMULLION
LOADING OF HORIZONTAL MULLION
WITH INTERSECTING VERTICAL MILLION
LOADING OF VERTICAL MULLION LOADINGOFV
PANEL OF HINGED DOOR 15 NOT CAPTURED OR ANCHORED WITH INTERSECTING
LOADING OF (2) HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZ010AIRRIANG1.1AR LOADING:
HINGED
DOOR
.OADING OF HORIZONTAL MULLIC
r—l`/��.
I
II
OF
�I/�
I
E010,
II
�//
LOADINGOFVERTICAL
MULLION
NOTES
LOADING OF VERTICAL MULLION
FIN
n
m
W�
L
8 8
S
W
?
dM
5
SHlDH
4
PRODUCT REVISED
plyding IM Me Florida
NOABCoa
I
-o. 77.0630.01
NDaM
Eap(mtiea Bet. D6/26/2021
LOADINOOF
HORIZONTPI
MY a ��-em=.._•'_-��
I ) DRAWINGS ARE
RERESENTATIONS GF TYPICAL
CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPO WTFD FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
LYN,y I"o,
BE DETERMINED, USE
�� •�•� •••tCEN /
� SF '•.�'�
RECTPNGUVIR LOADING.
�;
3) BEE PRODUCTS' APPROVAL FOR
4: No. DBZOS�
ACTUALANCHOR LOCATIONS.
:*=
LOADING OF HORRONTAL I QiLYF
MULLION FL
SCANNED
St. LucBy
County
MIAMMADE
9 =
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA) -
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
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 (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 product7as
ena M
the requirements of the applicable building code.
This product is appr ee cnbed hhas been designed to comply with the Florida Building
Code, includ ng thHigcity Hurrice. 11
DESCRIPTION: cries "PW-701/720/820" Ain num Fixed Window - L.M.I.
APPROVAL DOC NT: Drawing No. - 20-820.1, titled "Fixed Window Installation Guidelines",
sheets1 through I 1 of 11, date with revision C dated 06/06/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing 'ami-Dade County Product Control Revision stamp
with the Notice of Accep;:7
e nd expiration date Miami -Dade County Product Control
Section.
MISSILE IMPACT RAnd Small Missile Impact Resistant
LABELING: Each unit manent label with the manufa s name or logo, city, state,
model/series, and following statement: ' ontrol 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# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, Pam.
NOA No. 17-0614.11
MIAM]-0ADECOUNTY r % ( t Expiration Date: February 19, 2019
c(u= /i7 Approval Date: Oetober12,2017
` 11 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C 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, Durasee spacer system, Super Spacer® NXTTM spacer system and XL
EdgCm 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. 16-0629.14)
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 an aluminum fined
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.13-0502.03)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
orge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19, 2019
Approval Date: October l2, 2017
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51i
Edition (2014) and FBC-61 Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
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 Interlayer" dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
Jorge M. Plasencia, P.E.
P net Control Unit Supervisor
NO A No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5'" Edition (2014) and FBC-611 Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No.16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No.13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/01 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted underNOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window— L.M.L" approved on 08/04/16 and expiring
on 02/19/19.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-3
GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT
FIXED WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLYWITH
THE REQUIREMENTS OF THE FLORIDASUMING WOE. INCLUDING WE
HIGH VELOCITYHURRICANE SANE (fNH4
2) SHUTTERS ARE NOT REWIRED WHEN USED W WIND-BORNE DEBRIS
REOIONS, FOR INSULATEO GLASS INSTALLATIONS ABOVE 39IN THE
HV .WE OUTBOARD LITE(CAP) MUST TEMPERED,
3) FOR MASONRY APPLICATIONS IN MMMI DADE COUNTY, USE IALS
ONLY I
MIANUDADE COUNTY APPROVED MASONRY ANCHORS. MATER
USED FOR ANCHOR EVALUATION$ WERE SOUTHERN PINE, ASTM CGO
CONCRETE MASONRY UNITS AND CONCRETE WITH MINI MI PER
ANCHORTYPE
1`
5)ANCHOREMSEDMENTTOMSEMATERIALSHALLBEBEYONDWALL 1
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT.
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE
FRAME, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEAUNGFLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND I$ BEYOND THE SCOPE
OFTHESEINSTRUCTONS.
6) MAX. 1/4' SHIMS ARE WOUIRED AT EACH ANCHOR LOCATION WHERE
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE
OF TRANSFERRING APPLIED LOADS, WOOD EUC<S, BY OTHERS, MUST
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY
THE WINDOW.
7)DESIGNPRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCIETEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL! CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS
PERASTME13M.
C. DESIGN LOADS ARE BASSOON ALLOWABLE STRESS DESIGN, ASO.
1)THE ANCHORAGE METHODS SHOWN RAVE BEEN DESIGNED TO
RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 33-M3%STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS
USED FOR WE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SNALL MEET
THE REQUIREMENTS OF THE FLCTOA BUILDING CODE FOR
CORROSIONRESISTANCE
B) REFERENCES: TEST REPORTS M-3835. 36508 7212; ELCO
ULTRACON NOk ELCO CRET ILEX NOA: ANSVAF&PA NOS FOR
WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL
10) WE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES
USES AN SO IWERLAYER. WE 74 AND WO SERIES MAYALSO ffr
REFERRED AS THE 701 SERIES.
COMB STANDARDS USED:
G
.2017 FLORIDA B LM CODE (FBC), 6TH EDITION
.2014 FLORIDA BUILDING CODE (FECL SW EDITION
.ASTME130MI)
.M,VAFSPA NOS21115 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL, ADM-2015
.AISI SIDD12
.AMCWNIO
DESIGN PRESSURE RATING
IMPACT RATWG
' RIES,
RATED FGR LARGE 85MALL
\ SEESHEETS2-5
MISSILE IMPACT RESISTANCE
46° TIP -TO -TIP WIDW 4e• 6UCKlMDTH 48' BUCK WIDTH
4P BUCK WIDTH
_ 44 JWVISIBLE 4S-IWVISIBLE 45-114•VISISLE
UGHT WIDTH LIGHT W OWJ LIGRT WIDTH
B,SHEETB fi"MN(. - D,SHEET7-1 HSHEETS
C E, 6HEETS I ESHE.7.
A 0 - SHUTT G,WEETB G HEFTS
SHEET SUCK SHEIETT 9S
HEIGHT } i _ BUCK
f_ HEIGHT T— _---_— 931/4"
32414• -�-- / VISIBLE
WSIBLE 1YMgX eaV4° LIGHT
LIGHT O.C. I MIELE / HEIGHT
/ HEIGHT T i / LIGHT 1 / 96"
I HEIGHT BUCR
i TIP -TO I 6"MAX. I HEIGM
TIP O.G
i EIGHT
FSHUT
1 iII 1 �
6• LSD -rl H- 12" MAX O.C. T H, SHEETS
tY MPX.I MAX SHUT 2"MPX l
SHEETS �-�{ 5'MA%.OG
P. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME
ELEVATION
ELEV N (TESTED U ELEVATION (TESTED UNIT) IT
GI NGDETAILS.............._-..M
DESIGN PRESSURES .................
2-5
INSTALLATION. FLANGE.-.....-..
6
INSTALLATON, EQUAL-LEG.....-7
INSTALLATION. W.HNA.........,e
INSTALLATION, INT. FIN B...,.......9
CORNER ASSEM BLY......_..........
10
EBTRUSICN PROFILES.... ........
...11
PARTS UST ...... ......... ...............
11
FIGI
170.
MAX
IM
lWml:
SMeI
p
DeOtIVMon
0
1
TH6'L.M 3116'An-.OfiP-31HS)
2
I91B PVB-3'iW6'HB
3
3
14Hfi. lvnl. IG Nl 10'T-I116" V-Yt6'M-.099'PVB-Y18'H9
2
4
1-1116-LenL ID(SI1YT-7116'Atr-3H6'HS-.090'PVB-3118"HS)
4
5
VIS'UM 1WAn-.09PSG-3116'M
6
7TWUM 116'HS-A99°BG-VITH5
6
7
1-1116'L I.A 16'T-7I16'AIT-3.16•An-.090'SG-Y10"M
9
6
14116'L I. El 18'T-0116'Alr-3110'HS •.D9D'SO-116'HS
'SG .-WRARAY BENTRYGLAS INTERLAYEWDYKURARAYAMERICAINC.
'PVB'.-KURARAYTROSIFOL®PVRIMERLAYEWSYKURANAYAMER INC.
SHAPES AS SHOWN BELOW ORSIMILAR MAY BE USED BY INSCRRMOTHE SHAPE INA BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIM FROM THE TABLES ON SHEETS 2.5.
ANCHOR SPACING TO BE 6' MAX FROM CORNERS AND Ir OA MAN. FOR ALL CURWO FRAME
MEMBERS, SEE FIGURE I.THIS SHEET.
F�WIDTH -----=1 F^ WIDTH ---I )--WIDTH--I F'- WIDTH -�
i IT ICI
�I� L � L�
11 I � I �I ICI I
-WIDTH WIC IR WIDTH +{ i"' WIDTH -•H
����
L L- J LL J
-WIDTH F-- NOW '^I F^ NOW -'-� I— WIDTH �{
Tr -- I - �---
�I of o
1 LI � 11 I L
-t-/ - 60-co
TPBLE 2:
Window Design pmssure (+h psf)for Glass Type l I
m9 On)
81.7I8
72
76
S0
84
00
92
96
iW
f06
109-92
3
r140
Ht0
+IRO
*It0
+IRO
•,AO
+IAO
HA]
a/.BO
r/t0
32
alto
.140
.Ito
+1-Bo
-80
+IRO
.180
+It0
+IRO
4IA0
94
.Ito
N
..so
HRO
+It0
.,to
ISO
H80
Ha
H. 9.8
m 4
9B
+100
.fAO
+/80
r140
+IRO
afAO
+1-797
HA72
+i-T51
7-T3.4
+1-Tt2
08
.IRO
.lt0
+IRO
.IRO
H80
+I-7B1
H.712
+l-TL5
+I]0.3
N98.5
+1�9
40
+It0
alm
+ILO
H-19.8
H-"..2
+1-743
.I-719
4R7.9
+1e5.1
+It14
+181.8
12
+/Ro
+I
./RO
.1. A
+1A4.]
NAL3
a/tS.3
+/E-7
+IR1.8
+995
2
44
+It0
a1R0
+,A8.9
+Id5.4
+1-721
.1989
Nt58
+/-022
NR9.I
+/51.5
E
Ht0
+1A.2
+l-T0.8
+1.79,
+I-080
Ht35
+1t0.3
+ISTI
IB
+1410
1993
N-TEB
f.TIG
.IRE3
d-049
alit.
rl
a
O
.1-77.5
.1.74A
./-70.3
.ItE7
N431
.f.%7
p
52
77791
0-15.6
.1.714
H1t.a
.1951
H94s
m
S•
H-TL4
H-D.6
N-705
•,97.3
+I615
50
+rd4.2
+I-70.3
+IX5
69
+I712
+Ia-M.1
N45
02
.1-7L2
.18i.,
94
.1841
N415.5
06
tfl3
61-716
TABLE 3:
Window Design Pressure jo, psf)fer alas, Type 3
m9 5a n
8T-710
R
TB
00
04
88
92
W
to0
IN
109.1a
30
NRO
+It0
+F00
*Ito
H80
r/80
".Se
+IAO
,}�
+It0
+/t0
32
+1to
.It0
.1t0
+VAO
. m
+/.00
+IAO
.IAO
+}BO
.IRO
+/t0
&
al4U
.IRO
+FBO
a140
+ t0
Ht0
7M
+IRO
+rRO
+IRO
Nt0
30
•/-BO
Ht0
•IRO
+It0
alto
art0
r/&1
•ABD
al.BB
*140
NAO
98
Ht0
.It0
•190
-
HAo
+/40
+/�
Bt0
+1.73
al
40
+f-W
+190
+180
+IEO
yb0
./40.I-7d7
,r.75
;ar71.To.9
.l99
42
.1-00
.1t0
.IAO
+140
.I40
+!
+J
M- 331
ait9.0
898.9
1-.2
M
+ILO
N.BO
.it0
+!t0
alto
77].8
•I-741
7709
+1R7.5
+fR19
46
0-00
Ut0
+Ito
+180
+1-79.2
+1-TE4
N-71.7
+1941
a/t5.1
dS
NA0
.IRO
./
+l
71-TT.2
al-T39
.IA95
+1956
a
5O
a480
+IRO
alto
a-A4
HA5.9
+f-71.3
+19T.5
52
+IRO
+F80
U80
•I-P.T
.1d3.5
.f946
54
H4D
77A
+,-798
+1-76
.1-I1.8
SB
H90
+l&]
+I.T1 5
:l-YSB
+ft0
.}Tg4
+IJ5.4
+t0
.1-77.8
N-714
+/EO
+,-I58
M
-Tos
I772
+1-749
7/1C LAMINATED
GLASSS'rACK
OFRSONLY 19 S'0" / LONOSIOE
Iwo .C. MAR G $BITE --
J
SHORT
EXTERIOR SIOE
20 t3
GLASS TYPE
I-~ LONG SIDE -�
fiHORT
SIDE
SIDE
1
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HOR12ONTALLYASSHOWN.
1-t116'NOM. ���. _..J 7/1VLAMINATED {�
GLASS STACK �I-.--GLASS STACK JY
3I16-HEAT
W16"TEMPERED GLASS I
STRENGTHENED GLASS
9'i6"ANNEALED OLAES
7n6"AIRSPACE �.F� SHORT
INTERLAYER SIDE
5
AT CURVED
5!8'
IBERB ONLY 29 GIA55 BRE
IB° O.C. MAX. LONG
3 SIDE
EXTERIOR
C] rsi 21 13
GLASS TYPE 3
SHORT
DE
SIDE J-
r�
NSIONSSHOPM.FORFIANGED WINDOWS. SUBTRACT YFROM THEMP-T TIP OIMENSIONTO DETERMINE THE BUCK DIMENSION.
NOTEHOWN.ROUND UPTOTHENEXTAVAIL4 SHORTORLONGDIMENSION.
TECTUTA WINDOWS, FIND THE SMN-LESTWINDOW ERE IN THE TABLE AOOVE WHIGITHE OVERA DIMENSIONS COMPLETELY FRWRNIN.
PRODUCT REVISED
ea....W.9 WO the RedEa
NOA-N oo0o 17-0614.11
ny
a
3
V
°°B
E
❑
o
❑
ZY
1
0 yNa(1�Po
0 t0 6!
W
-+
N
Z IL m S
W
Xw0
b
S
cod oB
w
a
O'z
0
H
5
N
w
R1
LL
❑
F
N
N
Z
C)
❑
of
vloa5
3
a
LL
❑
63 -
Blll
'xap
* i No. 58M
TABIE4:
Window Design Pressure (H, pst) /oTGMss types ] 8 4
88
BA2
OB e )
10•1B40
t0 to
.1.. 70
00 IN,
.180 +180 r/A0
+10 alAO a1130
+IBEC
+1IBRD HHBO +1I230
+1I2�4 1 r11n8D •1I3B2C a
•W alBO
•IAO
30
+IAD NAO
HAO •1-61) H-8
.IBC HBO •IBD
NBO HBD H30 HA0 r130
HB0 ,1A0 alAO aIAD
•IAO
•/-00
32 H-00
N NJW r1A0 HAD
NAO NAO +I-80
.180 NPO •/BO
aASO •IAO riAO HBO
r +1A0
HA0 rl�
H� HAO
30 NAO HBq ♦/Bp
,IAU ,1A0 HBO
r110 NBO .190
rIBD +/BO a)AO
,f3D .IBC alBO r/3p
HAO HBD •IAO •IAO N30
38
40 H80 +A80 ,IAO
414D H80 H80
./bo +180 +IAD
♦ABC rlAO . o
NAO HBD NBO
31 HAo H30 H3D
+rBD NBO .lAo
•rAD NBo HAD
NAD +rAD
w N30 rIAD aIBO
yA0 +IAO NAO
rfBO ,/BU al-0D
NAD
� {0 H-0D +ICJ rIBO
alBO r880 +IRO
rfBO •IAO H30
,8 r180 +130 •/EO
HBO rrAO HBD
HAO rIAO
AO Hb3 A0
+IAp N80 +130
./AO
53 a1A0 HAO ,/BO
+140 aIAO •/�A.1
51 HAD •rA0 HBD
-IBC +1-TSU
ES a130 •IBC +IAO
ri-A.i
BE alAO H� NAO
E0 73W aIBO 7.A3
OR N.80 H�
HAO dO
S r
BS b0
el-Tl0 rIBO
NOTES,
1) BUCK DIMENSIONS SHOWN, FOR FLANGED WNDOWS,
SUBTRACT 1-FROM il1ETIPJO.71` DIMENSION TO DETERMINETHE BUCK DIMENSION.
2) FOR SIZES NOTSHOWN. ROUND UP TO THE NEXT' AVAILABLE SHORT OR LONG DIMENSION.
FIND SMALLEST WINDOW SIZE IN THE TASLEAGOW WHICH THEOWRAU-
DIMENSIONS COMPLETELY FIT WITHIN.
3) FOR ARCHITECTURAL WINDOWS, THE
1-tRfi'NOM
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
GLASS STACK
>/18"LAM1IINATEO
NITIAMINATED
J
GIASSSTACK
HORIZONTALLY AS SHOWN.
LONG
GWSS STACK
Yi6°HEATSTRENGTHENEDGLP55
SIDEEAT
311V HEAT STRENGTHENEDETRENEO
PVB INTERLAYER
GLA59711FAIRSPACE
311W TEMPERED GLASS
'ENED GLASS
-.080' PVB INTERLAYER
LONGSIDE
4
11
B
SHORT
SIDE
U9FDATWRVEO
USEDATCURMEO
2g"
FRPAIEM-Vr
FRMAE 29
*�S
EIB'
GLASS BILE13
SIDE@HAIB'O.C.MAKBITE
O.ONLY
11-70CC.lf
gy 11-Tle'OC. MA%
13EXTERDR
LONGSIDEEXTERIOR
a
sn
21 13
I
GLASS TYPE 2
GLASS TYPE 4
SHORT
310E
y
p' LONG
910E
SHORT
--
—I
SIDE
PRODUCT REVISED
00 COmpry1ying9 NRD NO FloddO
BY11d1nB QOd.
.0w 1 - 17-0614.11
TABLES:
Window Design Pressure (+(., psf)TarGless Typa 5
Lm6 51de n
B9.]1B
22
6
BD
B4
BB
92
NB
Ine
1W
10492
.9W-125.9
-SY10
+99A11S5
•91Y-111.5
+90IdOB.S
aW.IW
+ .I,5
+901n035
aU-IM5
•9W-IM.7
+0A7.9
SD
v
.9b-116.9
+9p'.110.8
+9p1dfE.3
.9W-t01.6
+9W-9fl]
+9W-Si.i
+9Wd2]
+90150.6
•506909
+I-7
HA9
34
dBB.B
.9b-109
.9049fle
+90951
•9DI.9t8
HdB2
Hd44
H01.5
•IdO.t
+/A9,8
+l-]9.4
3B
•9W-10ID
•90'BEI
+Wb s
+IR8.9
Hd5.
7ld26
+L79.i
H-T2.2
H]51
+/-T3.4
HR2
38
+90f-99.4
+90'92.2
H96.1
+/di3
•190.I
;F
+I-752
H-TL5
+I]D.]
r1d85
.IbflO
dD
•901-99.0
•Iffi2
+I4RB
H-A.8
•LTT.I
Hd1J
•IA1.3
Hdi9
+flit
A
•Ai.2
41
.9W-91]
+lJ1L
•fAo.
•I-W4
+1413
H-713
+14132
•fLl]
+f9.8
•Id9.8
H582
M
•LAB]
+1>B.9
+LTa.9
77-T4
+1-721
NA39
Hd5.6
H4T22
H82T
.45].5
48
HA51
Hd0.8
71-T.2
+!-no
H-70A
.1d88
.1435
+Ide3
+15I.7
NffiT
+I-1R3
a.
+1d0]
Hd49
•1A1.5
toH-)1.9
+/502
aIB
5p
HA09
.2A.5
+/-TU
+I-IDJ
+146.7
•/Ail
+Id9.7
52
H-Rt
.1-711
.1.24
+1b08
Hb5.1
HALS
%
;I-n4
H-T38
-1.90.5
+W.3
.1d95
58
HdSB
HE2
.IA8.6
+M.3
42
+l-N.3
.1ffi8
M
+f-T27
•I-0B.]
+IRS
B2
•1-71.2
HA/.1
G
H84
NB55
0
sans
HZT
I
TABLE a.
Window Design Pressure (44., pet) for Glass Type 7
N6
6Tale
72
78
al
Bee
Bz
BO
t IN961W9
•9b-13a
+9a'-130
+91Y-130
+bb-126
+BN-ins
+W-11aa
+WA10.1
+9y-11]
aWri 15.0
+Bb-112>
+BY-1
9e
+Be'-125.1
+90'-1te.e
+9W-114.A
.991-111.5
+BW.t96.1
+9b-1a4.3
+9W-f924
♦9 IM
♦9b-101a
+9b99a
3z
+80'.198
+9W-123.1
+ -110.4
+91Y-111.T
+W-te],5
+YY-1WS
+99I99.7
+,658
-iK5
a190
+1A9 if
99
+W-fta
a90.109.0
r9W-1048
+90,-t00.5
+Bb-0B.e
+8 Ai9
+14W
+1-0),]
Hd4B
+Id29
+(d1.2
39
.0b-111.2
+8 401.2
+9b-01.8
+9b-04
+901-01,1
+lda2
+IA4.B
+681.9
H-f9.4
+/d0.4
HRa
qp
.90'-1M.0
+90'419.8
+9W-9].4
+9W4 I
+"72
HAI
./:To5
+l-08.T
+1-I10
+-T0.9
+1A9
4?
.9W-1M.2
+Bb-05:]
+9b-B1.3
HATA
+/A4
HA1.6
N-]]
+,"1
a149.0
H40.9
+IES2
M
.0497
+91'493.1
+1A9.1
HA52
+h9fA
+l-7T.B
d`
CB
♦ A6fi
+9 41.9+ld5A
+/-71.7
+l-6B1
•/d5.1
40
A].5
+IA9.6
+ 5.
.1A18
H-T2.2
.PZ13
+/ ,5
+IASB
ay°e
60
+eb91A
+FB].e
+123.7
H-79A
+1-75.3
+1-71.3
W67.5
C
Y
62
Hd9A
.185.5
./d19
HA).]
+1-".5
Hd9,5
56
+MTS
HA3.4
+1-]99
+177
SB
.1W,
.hWA
H-i1.5
H-T.1.0
19
+14p8
+1.72.4
+/-75.4
60
+f 1
+ ]l.6
+l•ri.5
82
./6oq
.149.8
es
+l-2d.0
.N4
68
+1-TI2I
BId10
H-748
7MT MINATED
I�
GLASS STACK
.IMV-SGINTERIAYER
3116' PNNEALED GIA59
3N6'ANNEPIEO GL495
USED AT CURVED
FRAME MEMBERS ONLY 29
518'
�11-Tf8'O.O. MAX
GLA39 BITE
F.- LONG SIDE
+=
T
E(TERIOR
SHORT
310E
a20
t3
GLASS TYPE 5
�-- LONGSID'c �-�
SHOE
310E
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
H ORD:ONTALLV A3 SHOWN.
1-1I1V NOM.
gl35 STALK IVIL NAT GUSS STAM
rS
Win' TEMPERED GLASS3116'ANNEALEDQ s
3116-ANNEALEDG.ASS I
7/16- AIR SPACE -,880"SOINtERIAYER SHORT Y�
SIDE r-
T
5 I}
IBERS ONLY 29 GVSS SEE
R'O.O. MA% y LONG
1.2 j SLOE
EXPERCOR
1
GJ 21 13
GLASS TYPE 7
SHORT
SIOE
NOTES:
11 BUOKN
OIMENSION35HOWN.FORFLRNGED WINDOWS, SUBTRACT 1" FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE B110K DIMENSIO.
2FOR SIZES NOT SHOWN,ROUND UP TO THE NEKTA%%]f LE SHORT ORLONG DIMENSION.
41 ,V,S�GHETE�PLLSONYTOF EANDE-0�'JLAL�- MNODW&M IN THEGWI90N5.WMTUEWRHF4YfRAL1EDwINp00VEPr1L 01MEN510NSCONPIETELYFRNTIXIN.
SHAP
--11PKUu4roa .S ,....
as w ng wiVi the Florida
Send asNOA-Nestle 17-0614.11
ExPimtlon pate 071+9/2019
I
3
..a
O
gt
a
N
•NO
O�
N
a0
o ad"a
I�yn
{ba a
w
ry
n
J O
yLLm
^
n
Z
J
Is
-,
❑
W
as
w
O
2.
Fz
o
V
av
seo
ozm
F
w
,
3
0
J
�
Q
Q
of
®s
N
PaeS
n
00
re
O
o
LU
Z
auras
a
G
3
9
�m
W
X
LU
IL
w
00
a,
sn '
No, 58705 is
,�0 4 FT.
A.LYNNMIUI FE
TABLET:
Window Design Pressure (M, pail for Glass Types 6 $ B
L. S
as
1W
104
10112
112
118
1
12
1ffi
B
14
BTDB
72
WW
•9tl-19
+901-13
+9N1M
IS0
•0.19
30
+
+901-1Y1
•D30
+9w-130
+=.IN
+W-1W
.901-130
+8W1W
M
1-13
+9W-W
+0.130
9WA3
+Wi-130
+d-13030
32
+W-iW
W-130
.9W-1W
+901.139WlW
9W-13
+13
+W.Iso
+9.130
•9W-130
M.13D
.059
.1
+N-w
+9w-130
34
r901.130
+BWiW
+90.1D
+W13
+W.130
+ .IN
+0-133
38
.555W004
.W.IN
•W10
+9W-IW
M.1m
+9W-13
+9N-13
N 13J
•N-129.2
•W-121.3
38
+301130
+W-IN3
-Iwp3+.
+09r13
'
40
+9
+04W
+9AN
+9
.le
+ -IZ2
+9-IZ0
♦WI.1W
+=-IN
9WlW
W+SW.Iw+9w_Iz
3r
W.2+W14
0-1232+9W9.W-1184
+-..
y
9W-W
WIN
M42
48
•9W15
•W10
•9N13
&
048
+r9W-133
9L115.9{I
+9W1W
+W-1349-21W
++99WW--413901
++9WW1--4.13990
+W-0b52
Em
W-1W
+W-iW
-1+9-10
W13+W
D8+9d1W
+BM12
58
+r9.WW-----.129
.4w-130
HN.190
54
•PN-1S
.9W.1
w
W
+WI.1W
82d18
+9(A1W
THB'LMANATED
GLASS STACK
3HV HEAT STRENGTHENED GLASS
< N
USED AT COR4ED
FRAME MEMBER90NLY 29
W ttale' O.G MAX
1-2
EXTERIOR
ZD
DIMENSIONS COMPLETELY RT W IT H IN.
DO NOT USE WITH
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
1.196• NOM. HORIZOMALLYAS SHOWN.
GLASS STACK 1—❑INATED LONG
GLASS STACK SIDE
WwKEATSTRENGTHENEDGLASS lam— LONGER) ,(F
090'SO INIERLAVER ]Ita'TEMPERED GLASS 3MW HEAT STRENGTHENED GLASS � s 1
11a" HEAT
STRENGTHENED GLASS 7AVAIRSPACE AST SG INTERLAYER SHORT y
SIDE / I SHORT
610E
USEWERSI OVEO
SIS' FRA @114MERSONLY
GLASS BffE ®11-TB'D.0 MAX
GLASS TYPE B
EXTERIOR
a
518'
GLASS SITE
GLASS TYPE B
LONGSICE
SHORT
BIDE
L
Ed
I
LONG
SLOE
I
SHOT
SIDE
PRODUCT REVISED
as mB9�p
p In bM Is. N.M.
lian
Now-xa. '17-0814.17
Explranon Dote M1912019
M
Y
V
a
�
'•ea
0
U' g
a
K
W
VN
W rw
75
g
N
o S
Z LL nG4
Z
FB
ND
V U o ®a
w
O
F t2u 'T �x
Sa0
�>
Z
p Z W $
+-
T
o
g
aSte
W
LL
o
N
IHVS
® �
W
z
Q0
W
Z
Z
K
+ImS
G
c
a
NN
S
Z
w
o
25
y
3?
25
o1.
a;
* i No.5W06 1•
0.
''riSAC) AL 0No•
Fp4n11 U1P
A. LVNN MRLE0. PF.
EDGE OR FRAMING, SEE
III DISTANCE NOTE 2, THI9SHEE
INSTALLATION
TYPE A
��� � EMBEDMENT
WINDOW
BUCK I EK EPIOR
HEIGHT
VISIBLE
BUCK
HEIGHT-
MV
HMAX S
SHIM
TYP.ANCHORTYPE,
EMBEDMENTANDEDGE
1w MAX SHIM
Q
STEEL
SELF-DRILILNGSMS
(GS). SEES.
THISSHE T
THIS SHEET
INSTALLATION
,N
NCE
CONCRE11 ICMU
PERANCHOR
REQUIREMENT
INSTALLATION
TYPE C
— EMBEDMENT
III MAX
SHIM
METHOD ILIL,�{{{{ JJ
IN$TALLATBN ANCHO E
UNDERNEATHTVE
BEADING EXTERIOR
MIAMI-DAOEAPPRONEO MULLION ID
(SEE SEPERATE NOAj ALUMINUM.
STEEL PRNr11 NG OR STEEL STUD.
SEESUESTRATEPROPERTIES,
TABLES,THISSHEET
INSTALLATION
TYPE B
IXMOD
SEENOTE2,
TYP, ANCHOR TYPE,PER SUBSTRATE.
EDGE DISTANCE PER 6USSTMTE.
SEETASLE 8, T HI5 SHEET
E
4 t
VI510LE LIGHT WIDTH=
WINDOW BUCK WIDTi-23N'
WLYDOW BUCK WIDTH
TP-T0.TIP WINDOW bWDTH —
HORIZONTAL SECTION A -A
EMBEDMENT
11
DGE
DISTANCE
AOCKn
Sub.W a
Mln E60e
owu.
MOU EmhaEmenl
MIDI O.G.
E-ft
Y @crd1441055 Screw
ANmlm1m firm m1n
3I6•
A989ba1
3I'
0.063••
12-
sledetW GK 33 min
we
0.045'(iB Oa •
12'
b13mp1<6tael Bamw (G51
P.T. 60etMm PMe(8G=O.W)
Wi6'
1-]R
r
.Num, 6001T5 m1rt.
31B'
OD6T'
12'
A366.1
9I0'
O.OBi"'
tY
tool StW Ga33mirt
3/0•
0.G15'(t60e
tY
V4'
OdGMU. pSTM C-90)
2-tIY
ill,
tY
Gcncrem(mn. 3.35 MI)
1'
1"f
12'
114'Slael Ulm..Concrete(.h.
mBl,IEe(mM 2.85 01
1'
1GIY
1T
2.0 M8
T-L2
bw
IT
u0pI OMu, 1ASTM 04ho
x-1IT
f-116'
11'
GRKiKCMU, ASTM CB0
2-i1T
1316"
tY
MiB'91tt1 Ntmew
Canclde 13.5 01)
1-114'
1J6"
1Y
GiMleE CMU, TM C8
2-1"
t.U4'
tT
-MIN.
INP 'UNGROUTEB CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
I SEENOTE2,11HISSHEET
INSTALLATIONNOTES:
1. USE ONLYANCHOR9 LISTEDONTHIS SHEEC FOLLOWEMSEDMENTAND EDGE
-
CONCRETE PER
DISTANCE LIMITS.
EMBEDMENT
ANCHOR
/ REQUIREMENT
2.WOOD BUCKS DEPICTED ONTHIS SHEETAS"MARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN JlW.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLEDDIRECTLYTOSCHUDCONCRETE. WOOOBUCKSDEPICTEDAS'2X'ARE1-II2"
-•
THICK OR GREATER. MSTALWTION TO THE SUBSTRATE OF WOOD BUCKS TO BE
EDGE
INSTALLATION E
ANCHOR TYPE, EMBEDMENT
ANHOR
PER
ENGINEEREDBTOTHERSORASAPPROVEDBYAUTHORITYHAVINGJUMSDICTON.
DISTANC
TYPE
AND CDISTANCE
SU BSTRATE. SEE TABLE 4 THIS SHEET
3. FORATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE CPA AM TO
VERTICAL SECTION B•B
PRONDE FULL SUPPORT TO THE WINDOW FRAME
4, IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION ODA
APPLIESTO WHOIESYSTEM.
WtMM
MIn F,
MID. F.
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EMBEDMENT
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ANCHOR
REQUIREMENT
INSTALLATION EDGE TYP,ANCHORTYPE.EMBEDMENT
TYPE DISTANCE AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 9, THIS S
VERTICAL SECTION D-D
BEE
TYP.ANCHORTYPE,EMGEOMENTAND
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SEETABUU,TNISSHEET
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q Cn7
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