HomeMy WebLinkAboutNOAMI�DADE -
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
SCOPE:
MIAM-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (7W 315-2590 F (786) 315-2599
BY
St. Lucie County
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 AID may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "HR7710A" Aluminum Horizontal Roller Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)",
sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.18-0627.01
Expiration Date: August 23, 2023
YC611,)[e Approval Date: August 23,2018
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (tn, sheets 1
through 19 of 19, dated 06/30/18, 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 an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
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 horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dated 06/18/18 and updated on 07/25/18, 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).
Manuel er P.E.
Product Contr l E miner
NOA N 0627.01
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
E-1
-PGT Industries. -Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultr�aclear, Clear and Color PVB Glass Interlayers"dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6' Edition (2017), dated July 25, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated July25, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed
by Manuel Perez, P.E
G. OTHERS
1. None.
E-2
Manuel Pe ez P.E.
Product Control 1'xakjner
NOA No. 1 - 627.01
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING _ IMPACTRATING
1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FQUANCNOR VARIES TABLESER -ttPE, IARPACT RELLMISSILE
QUANTITIES 12E5,�_1 Ir I— 9 I� SEE TABLES 2-11 IMPACT RESISTANT
FLORIDA BUILDING CODE, INCLUDING THE NIGH VELOCITY FNRRICANE ZONE (HVHZ6 SEE TABLES I2-14 23 O.C. .
2)SHUTTERS Rp ENOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS
INSTALLATIONS ABOVE 3D IN THE HMI1Z, THE OUTBOARD LITE (CAP) MUST BETEMPERED.
3) FOR MMONRYAPPLICATIONS IN MMMI.DADE COUNTY, USE ONLY MMh$DADE COUNTY APPROVED
MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNIISAND CONCRETE WITH MIN. KSI PERANCHOR TYPE.
4)ALL WOOD BUCKS LESS THAN I.IW THICKARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS
ARE OPTIONAL. F UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPLETED AS M ARE I-W
THICK OR GREATER. IX AND 2%BUCKS WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY
OF WE ENGINEER. (EOR) ORARCHRECT OF RECORD, (AOR).
6) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT SILL ANCHORS MUST BE
SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE
DONE BY OTHERS AND IS BUONO THE SCOPE OF THESE INSTRUCTIONS.
6)1l4-MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE WE PRODUCT IS NOT FLUSH TO
THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS
PERASTME1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE
TESTING AND GLASS PER ASTM E130D.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASQ
OV
HE
SEE WEEI
NOTES THIS I
9)TIEANCHOMGEMETHODSSHOWNHAVEBEENDESIGNEDTORMIS WEWINOLOADS
CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE.TM3Y1M% STRESS INCREASE HAS NOT BEEN
USED M THE DESIGN OFTHIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE
EVALUATION OFANCHORS INTO WOOD. ANCHORS THATCOME IWO OOWACTWITH OTHER DISSIMILAR
MATERALS SHALL MEETME REQUIREMENTS OF THEFLORDABLALDING CODE FOR CORROSION
RESISTANCE
9) METALSUBSTMTETO MEETMIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODEMD M BE REVIEWED BY WEAUMORITY MMNG NRISDICTON.
10) REFERENCES: TEST REPORTS FTL 18.7891 & I67891.01; ELCO ULTRACON NCA: ELCO CRETEFLEX NOA
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN
MANUAL
I VAPPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL -
Ole.
Typo
mg,H PBon(Lltletl From Ertaltor W Interior)
DP Toolo9
Anchor Table
XO/OX
XO%
XOI
m
HD
N
STD
HO
BTB
—11
1/0 '. .9w. VRIVB5 A_
2
12
15
M 11
L8`. 'PV .I1WHS
3
e
12
10
VAN.090-PVB, W16'AN
3
-
&
12
-
19
0
1W16'LIG:IIB'ANGP, AWSPPCE, ILO' AM_(]0•PVB.I1W N
4
]
12
15
5
1W18'tIG:1l8'IP CAP, PIRSPACE, 118'AN..O80'PVB, tIB'AN
3
-
]
12
15
8
1W16'LIG:Wi6'PN CAP, NRSPACE, 1le'AN, .090'PVB. WB•AN
3
-
B
12
-
15
T
13MT n: WIV1P CAP, AIRSPACE, 118' Arl.. P B LIB'AN
3
-
B
12
-
16
0
W16'AN..090'6G. Wt6'AN
8
e
10
13
14
li
9
Wt6•H9, OBB'8G, W18'HS
5
6
11
13
14
18
10
1WRT LIG:1/8-AN CAP, AIRSPACE, NUT Arl..=' SG, WIV AN
5
6
10
13
14
T
11
1W18'L10: 1/0'TP CAP, AIRSPACE WI6•AN 050'SG. W1(•AN
5
6
10
13
14
17
12
1W16'L1G: 1/0' CAP AIRSPACE, 1/0"
...., 110'H6
6
B
11
t3
14
1B
13
..
1Wi6'LIG:1l0'TP CAP, AIRSPACE, 1/6"HS, .09D'SO. 1IB'HS
n
8
e
11
13
14
10
14
1W1T : WI6" ANCAP, AIRSPACE, 118"H5, .090'SO, 110"H9
S
6
it
1J
14
IB
15
1W1G U. WI6"TIP CAP AIRSPACE 1/B'H9 .OB0'BG I/0'HG
6
0
11
13
14
18
SG+KURARAY SENTRYGLASo INTERIAYER SY KUMMYAMERIOA INC.
PVB KUrMAYTROSIFOL' PVB INTERLAYER BY KURARAYAMERICA INC.
M.ANNEALED
HS•HEAT-STRENGTHENED
TP•TEMPERED
—
A
A
18'
.IOW
SASH
69-
FIXED
/
76•
VISIBLE
LIGW
LIGHT
LIGHT
Z2.
O
ti
ISIBL SASH
VISIBLE
LIGHT
34-Le•FIXED
VISIBLELIGHT
'HOLE
B
76°BUCK WIDTH �I
{HEFT
-e-- ]fi°OVERALL WIDTH ---�j
TYP.-F1ANGE-XO-ELEVATION-(OX
SIM.)
MA%(OIMENSIONB ALLO W EQSHOWN�11
FORANCHOR
r
OC. +I 12-O.C.
USER INSTRUCTIONS: I
1) DETERMINE THE SITE SPECIFIC, WINDOW
OPENINGS DESIGN PRESSURE REQUIREMENT
FROM ASCE 7.
2) KNCNING YOUR GLAZING OPRON (TABLE 1).
WINDOW CONFIGURATION AND SIZE, DETERMINE
L . YOUR WINDOWS DESIGN PRESSURE MOM TABLES
2-11. R MUST EQUAL OR EXCEED WE DESIGN
PRESSURE REQUIREMENT FOR THE
Iw WINDOW OPENING OBTAINED IN STEP I.
C. 3)DETERMINETHEANCHOROUANTTYFROM
r TABLESI2-18.
4) INSTALL AS PER SHEET 15 FOR RANGE
INSTALLATION. SHEET 16 FOR EQUAL LEG
INSTALLATION OR SHEET 17 FOR INTEGRAL FIN
INSTALLATION.
B MAX.
-Mm. NOTE DESIGNSAME PROCESS
OCESURE S FOR ALL MAUVE TYPES
BUCK) ISTHESAMTEGRAL FIN
FOR QUALLM)BOX).
(FLANGE, INTEGRAL FIN OR EQUAL LEGIBOX).
WEEPHOLELOCATEO
56'
56"
V
C
63"
SASH
VISIBLE/I
VISIBLE
OVERALL
LIGHT
LIGHT /
HEIGW
a
22-112
BY
O.C.
G.G.BUCKHi
HEIGHT
55-NWFIXED
WSIBLE LIGHT
1
B'
w
q
S
0
Qo
O
rary
Q
N H
el^0
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LO
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II
III'I_'
BEE SHEET I7 FOR
INTEGRALUCENyF
ANCHOMGEttvE
-I 1'HY/HIS S,
118•BUCKWIDTH �---1 THIS SHEET
"W OWRALL WIDTH
TYP. FLANGE XOX ELEVATION
111 YLI,,
QjAY 1 N4
� �ON ,.,,,, /y
&SPACING
MAX.DIMENSIONSALLOWEUSHOWN
CODESISTAHDAROS USED:
-2017 FLORIDA BUILDING CODE(FBC), BTH EDITION
-ASTM El300-09
-ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, AOM-2016
-AISI S10D12
-AISC 360.10
GENERAL NOTES..................................1
ELEVATIONS.........................................1
GLASSTYPESTABLE .............. ............1
DESIGN PRESSURES............. ............ 1.2-9
ANCHOR QUANTITIES... ........ ...............
INSTALLATION/ANCHOR SPECS
EXTRUSION PROFILES..........,L...,.......
CORNERASSEMBLY ...........................
PARTS LIST .......................................
10-14
6-17
16
19
19
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CORNGMO]0IlP INGUSMIEG INC. i' '�a
EE =r:y0 H:z CEilT. OF TIIIH.229298 ALLNGMRESE D Z
Nk - my'•. '� ` a,� ` ALUMINUM HORIZ. ROLLER INSTALL. (UM)
€ O6/30/16
oOESIGN PRESSURE TABLES 4 JENSROSOWW � 8
HR-7710A 20F19 Ez 771ONOA-1
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TABLE 4-
C,l_ IVIVNOM.
°- I GLASS STACK
AIRSPACE ��.097 PV0
1/B'AN GLASS `UB"AN OU
/� grp/we4n-pliac sbOP
`'�\ / ]4 Dl 1eaai lain Ca / `
1®OR iB 12'NOM AOAO
GIASS BITE NYm1 DWI PrW.. 1 1
EXTERIOR
]0-73
ORCB
GLASS TYPE
I
LU U w N
13116-NOM.
rGLASS STACK O o 0
O
WITANOR AIRSPACE .O97 SG }ED
� I oio0 Q
• HS GLASS 110'AN OR 0� S°. W O
.090-SG 3116-AN OR TP GLASSY 31IVANGIASS p 0 � Z Zo
HIS GLASS ma J I:
30 31 74 Z LL 1
23 U V d O ay , e�
12^NOM. R I 12-NOM. F Z v ua F• ]M0
TABLES: GIARS BITE FJITERIOR GLASS c> m y�Z Do
z
EMERIOR } Z $ 0: DNW1 m
a W J
74 7171 JJ WO
c� 3�GR 3 m 0
GLASS TYPE 8 (ANNEALED)- GLASS TYPE 10 (ANNEALED) ®S N m n
GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMP' ERED) ✓ W cif
L,,� 1311V NOM, 1�I_ 1WI0"NOM. a
I GLASS STACK 1 GIASSSTACK 0 ❑
Z z
AIRSPACE ` .097M AIRSPACE • .090.80 w 0 N
IR'AN ON
3/16-ANOR O J W S
TP GLASS IIB"HSGIASS TPGLASS 1/B'HSGLASS Q ❑
pq osp sa
--110.0 FOR GLASS TYPE69. 12,13.14415 31 ]4 31 74 NI ////'
�OR 1 'i?NOM. 1@OR 7B 1WNOM. .•\�pNY LYN/V
GLASSSITE GLASS SITE 'V. vCENSF-•.1��:
'GLASS TVPE6 a-15 EXTERIOR LL1--- EXTERIOR
MAY NOT DE USED �y } �� _ * : No. 56]05
WNH INTEGRAL RN
• FMMFS ® \ ]0-73 ® ] '•, -a 5iy i 0:;
NOTES. 33 OR 3 OR 3B //f , �`
1)OVEMLL(TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND GLASS TYPE 12(ANNEALED� GLASSTYPE14 (ANNEALED) '�'0 '+^Yoa
EQUAL -LEG WINDOWS, SUBTRACT V FROM W5TIP-TO-TIP DIMENSION IN GLASS TYPE 13(TEMPERED)✓ GLASS TYPE 15 (TEMPER.✓ ''.'SS/ C��?�•`
THE TABLE TO DETERMINE WE WINDOW SUE. '] OVAL 1� 11
2) MR SIBS NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIDE. A LYNN MILLER. P.E
P.M#a
Iherell
Width
Glass Type: 4
Design Pressure (Ibs/ft2) forXO & OX Windows Meeting Rail: standard
22-i/B" OLerell Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt.
20"
+65.0
430.0
4)0.0
+65.0
-B0.0
+Bs.O
-B0.0
+65.0
90.0
25°
+65.0
430.0
+65.0
410.0
+65.0
-80.0
+65.0
-60.0
+g5.0
-B0.0
37"
+65.0
430.0
+65.0
�0.0
+65.0
-80.0
+85.0
-8D.0
+85.0
-80.0
as°
+es.o
-eo.o
+es.D
-60.0
+65.o
aD.o
+ss.o
-aD.o
+s5.o
-60.0
61'
+65.0
AD.O
+65.0
-80.0
+85.0
-80.0
+85.0
�0.0
+65.0
-76.8
67'
r65.0
410.0
+65.0
-80.0
+65.0
-8D.0
+85.0
-80.0
+65.0
_ -71.3
74"
+65.0
-80.D
+85.0
-BD.O
+65.0
-80.0
+65.0+64.9
-84.9
01e211
Width
Glass Types: 8 thW 15
Design Pressure (Ibslft2) forXO 8 OX Windows Meeting Rail: Standard
22-1/8" Olerell Hgt. 37" 04Erall Hgl. 49" Ov2reli HgL 55° OLerall Het 63" Overall Hgl.
20"
+80.0
-110.0
+80.0
-110.0
+60.0
-110.0
-110.0
+80.0
-110.0
25"
+B0.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.D
-110.0
+BO.Q
-110.0
37"
+80.0
-110.0
+80.0
-110.0
+g0.0
-110.0
+80.0
-170.0
+80.0
-110.0
qg^
+B0.0
-170.0
+60.0
-110.0
+80.0
-170.0
+80.0-110.0
61°
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.
Overall
Width
Glass Types: 8 thw 15
Design Pressure (lbs/fe) for XO & OX Windows Meeting RaIL Heavy -Duty
22-1/8" Overall Hgl. 37" Overall Hgl. 49" Overall Hgl. 55° Overall Hgl. 83" Overall HBt. 76" 0M1211 Hgt.
20"
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
25'
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
37°
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+60.0
-110.0
49°
+80.a
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+g0.0
-110.0
+80.0
-110.0
61"
+80.0
-110.0
+80.0
-11a 0
+80.0
-110.0
+80.0
-110,0
+80.0
-110.0
+80.0
-110.0
67'
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
76"
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
G'AN OR
GLASS
1IONM.
OIASSBIR:
GLASS TYPE 8
GLASS TYPE 9
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GLASS TYPE 10
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GLASS n
GLASS TYPE 11
(TEMPERED) .�
GLASS TY
-109:8' GLASSTYPES B-15
MAY NOT BE USE.
-105.8' MATH INTEGRAL nN
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GLASS TYPE 15 (TEMPERED)
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oLerall
Width
sash
Configuration
wish
Range (in)
Glass Types: 6, 7
Design Pressure (lbs1f0) for XOX Windows Meeting Rail: Standard
21.118" Overall Hgl.
29" Overall Hgt.
3T' Overall Hgt.
49" 0wrall Hgt.
55" Overall Hilt.
63" Overall Hgl.
12.038 - 12.052
+65.0
60.0
+85.0
-80.0
+65.0
.80.0
+65.0
-80.0
+65,0
-80.0
.65.0
-80.0
44"
1/y1/j 1�
12.053 - 16.008
+65.0
-80.0
+65.0
.80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+05.0
-80.0
12.038 - 13.302
+65.0
-80.0
+65.0
.80.0
+65.0
-80.0
+65.0
-80.0
+05.0
-80.0
+05.0
-80.0
49'
13.303 - 16.675
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
12.038 - 14.333
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
.80.0
53 118°
14.334-18.050
+65.0
-00.0
+G5.0
-60.0
+65.0
-00.0
+65.0
-00.0
+65.0
-00.0
+85.0
-00.0
1/ !/
12.038 - 16.302
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65,0
-80.0
+65.0
-80.0
61"
16.303 - 20.875
+65.0
-80.0
+g5.0
-00.0
+65.0
-00.0
+65.0
-00.0
+65.0
-BO.D
+85.0
-00.0
12.038-20.052
+65.0
-80.0
+65.0
-60.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-72.95
76"
custom
20.053-22.185
+65.0
-80.0
+65.0
-80.0
+65.0
.80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
1/a Y,-%
22.186-25.075
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+85.0
-80.0
+65.0
-80.0
1� ?Y ?�
•'-24.082
+65.0
.80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-74.1A
+65.0
-67.50
92-118"
custom
24.083-26.185
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
1/� t/� 1/a
26.180 - 31.048
+55.0
-80.0
+65.0
-80.0
+65.0
.80.0
+65.0
.80.D
+65.0
-80.0
+65.0
.80,0
11?1 �4
'•-25.302
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.D
+65.0
-74.1A
+65.0
-07.5s
97°
custom
25.303-27.185
+65.0
.80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-00.0
+65.0
-80.0
+65.0
-77.9
1/3 1/ �/3
27.188 - 32.B75
+05.0
-80.0
+05.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+85.0
-00.0
+� �4
•'-28.302
+65.0
.80.0
+65.0
-80.0
+65.0
.80.0
+65.0
-00.0
74.1A
+65.0
-67.58
109"
custom
28.303 - 30.185
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+55.0
-80.0
80.0
+65.0
-72.0
1/ �s-1/s
30.186 - 36.675
+65.0
-80.0
+65.0
-80.0
+65.0
.80.0
+65.0
-80.0
80.0
+65.0
-75.8
+/4_11Y
-29.453
+65.0
.30.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
4.1A+65.0
-67.5e
113.5/6°
custom
29.464-33.185
+85,0
-80.0
+85.0
-80.0
+65.0
-00.0
+65.0
-00.0
f+65.0-80.0
80,0
+65.0
-70.8
/mot/s-1/33.188-38.222
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
0.0YY?Y
••-31.052
+65.0
-80.0
+65.0
-80.0
+65.0
-80.0
+65.0
$0.0
74.1A120"
custom
31.053-33.185
+65.0
-60.0
+65.0
-800
+65.0
-80.0
+65.0
-00.0
75.7custom
33.186-38.222
+65.0
-80.0
+65.0
-0D.0
+65.0
-80.0
+65.0
-00.0
80.0
'-MIN. SASH WIO1H (FLANGE WIN00WS) • O�RALL WIRIIL-3Q'5�_
2
•• MIN. SASH WIDTH(FIN 6 EQUAL -LEG WINDOWS)=9YEfi8L WIL_OTH-
2
NOTES:
1) OVERALL (TIP TO VP) DIMENSIONS SHOWN. FOR INTERNAL FIN AND
EQUAL -LEG WINDOWS, SUBTRACT V FROM THETIP-TO-TIP DIMENSION IN
THE TASLETO DETERMINE THE WINDOW SUE.
2) FOR SUES NOTSHOWN. ROUND UP TOTHE NEKTAVAILABLE SUE.
--Sv.V ron GLASS TwE7
'75.0 FOR GLASS TYPE 7
1W16-NOM.
GLASS STACK
r�1'➢1„"�.a� i
/-�`-
In'NOM.
GLASS BITE
EKTERIOR
GLASS TYPE 6 (ANNEALED)
GLASS TYPE 7 (TEMPERED)
N0.58705
� k
a T:,07 SjIS��
oT E
'�p�ONALLEaS`•
ApNNMIUER,P.E.
P Ea W709
TABLE 10:
3/16-ANGLASS
3/16'AN GLLSS
l
C� --�
R-NOM.
GL SB E
-1
EXTERIOR
7e�
az
GLASS TYPE 8
13/16-NOM.
_ J _
GLASS STACK
AIRSPACE- .^090"6G
f/B"AN OR
TP GlASS - • '31ITANGLASS
31 74
R� 1?NBM:
G A55B E
EXTERIOR r
/
/ ` 70-73
310R 3B
GLASS TYPE IO (ANNEALED)
GLASS TYPE 11(TEMPERED) �✓
IGLASSTYPESB-15
!MY NOT BE USED
WRH INTEGRAL FIN
• FRAMES
"MIN. SASH WIDTH (FLANGE WINDOWS)= QVERALLW t)1H-5B556
2
"MIN. SASH WIDTH (EWALiEG
WINDOWS)= Q�M4�DTH-5],556
2
NOTES:
1) OVERALL (UP TO
TIP) DIMENSIONS SHOWN. FOR EOUALIEG
WINDOWS, SUBTRACT 1-FROM THE TIP -TO -TIP DIMENSION IN THE
TABLE
TO DETERMINE THE WINDOW Ste.
2) FOR SMES NOT SHOWN, ROUND UP TO THE NEXT AVAILABMWE
Overall
Width
sash
Confgumlion
Sash
Range (in
Glass Types: 8, 10. 11
Glass
Design Pressure (16s1ft2) for XOX Windows Meeting Rail: Standard
21-1/8" Ovzrall Hgt.
29" OLemll Hgl.
37" OMTrell Hgt.
48" Overall Hgl.
55" Overall HgL
63" Overall Hgl.
12.038 - 12.052
+80.0
-110.0
+80.0
-110.0
+g0.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110,0
44°
±/G ±/
12.053 - 15.008
+BD.O
-110.0
+80.0
-110.D
+80.0
-110.0
+80.0
-110.0
+B0.0
-110.0
+80.0
-110.0
1/4-1/2-1/4
12.038-13.302
+8D.0
-110.0
+80.0
-110.0
+80.0
-110.0
+BD.O
-110.D
+80.0
-110.0
+80.0
-710.0
49°
+/G ±/ �
13.303-1G.675
+8D.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
t2.038-14.333
+80.0
-it0.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.D
+80.0
-110.0
+80.0
-110.0
53-7l8°
14.334 - 16.050
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
�80.0
-170.0
+80.0
-110.0
12.038-16.302
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-1 t0.0
.+80.0
-170.0
+80.0
-110.0
61"
16.303-20.675
+60.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-11D.0
�4_+/z %
72.038 - 20.052
+80.0
-110.0
+80.0
-710.0
+80.0
•110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-99.2
76"
custom
20.053-22.185
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+B0.0
-110.0
+80.0
-110.0
22.186 - 25,675
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80,0
-110.0
+� ±�
--24.082
+80.0
-110.0
+80.0
-t 10.0
+80.0
-110.0
+80.0
-110.0
+80.0
-101.0
+80.0
-80.5
92-1/8"
custom
24.083-26.185
+80.0
-110.0
+80.0
-170.0
*80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-105.2
±/ ±/
26.786-31,048
+g0.0
-110.0
+80.0
-110.0
+g0.0
-110.0
+80.0
-110.0
+80.0
-110.0
+eD.o
-toz.3
+/a +/z +�
••-25.302
+80.0
-110.0
+80.0
-110.0
+80.0+80.0
-110.0
+80.0
-101.0
+80.0
-90.5
87"
custom
25.303-27.185
+60.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+g0.0
-1027
27.186-32.675
+80.0
-110.0
+80.0
-110.0
+g0.0
-110.0
+80.0
-110.0
+g0.0
-110.0
+80.0
-98.9
•• - 28.302
+80.0
-710.0
+B0.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80,0
-101.0
+80.0
-90.5
109°
custom
28.303-30.185
+B0.0
-110.0
+BD.O
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-97.3
++/y+/D ±/3
30.188 - 36.675
+g0.0
-110.0
+80.0
-710.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-82.B
+/q +/i +�
•' • 29.463
+g0.0
-110.0
+BD.O
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-101.0
+80.0
-90.5
113-5/8'
custom
29.464 - 33.185
+g0.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-100.5
+80.0
-g4.1
+/ ±/3 ±/B
33.186 - 38.222
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+B0.0
-710.0
+80.0
-110.0
+80.0
-92.3
+/q +� ±/4
•• - 31.052
+B0.0
-110.0
+80.0
-110.0'
+80.0
-110.0
+BD.O
-110.0
+BD.O
-101.0
+80.
ct
nJ
j
3
o
y
O
O
V)
n
G
'/w
Q
K
Oe�
uJ�i
M
Z
Z fD
U U d
a s
^B
o >
OZV
Z
V
K
fit
m
J
�
J
O
<
H.
O
0
W
N
M
=
w
Z_
Z
J
W
=
S AT70''O�:
(TONAL EC`,`s
A bNN MRLEf{ P.E.
P.EB SBi05
TABLE 11:
Overall
Width
Sash
Configuration
W tllh
Range (In)
Glass Types: 9, 12, 13, ib, 15
Design Pressure (ibslft2) for XOX Windows _ Meeting Rail: Standard
21-118" O Hgt.
29- Overall Hgt.
37" Overall Hgt.
49" Overall H9t.
56" Overall Hgt.
63' Overall Hgt.
1� �z-1/a
12.038 - 12.052
+BOLO
=-[;l
-110.0
+BOLO
-110.0
+B0.0
-110.0
+BOLO
-110.0
+BOLO
-110.0
+BOLO
•110.0
44"
1IM/3 t/
12.053 - 15.008
+80.0
-110.0
+60.0
-110.0
+80.0
-110.0
+80.0
-110.0
+BOLO
-110.0
+80.0
-110.0
1/s-1/z-t/a
12.038 . 13.302
+60.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+B0.0
-110.0
49'
13.303 -16.675
+8D.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110O
12.038-14.333
+10.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0'
+80.0
-110.0
+89.0
-110.0
53 il8'
14.334 - 18.050
+80.0
-110.0
+60.0
-110.0
+BOLO
-110.0
+B0.0
-110.0
+80.0
-110.0
+80.0
-110.0
12.038 - 16.302
+80.0
-110.0
+BOLO
-110.0
+80.0
-110.0
+80.0
-110.0
+60.0
-110.0
+80.0
-110.0
61"
1/ �/j 1/a
16.303 - 20.675
+80.0
-110.0
+BOLO
-110.0
+80.0
.-110.0
+BOLO
•110.0
+80,0
-110.0
+BOLO
-110.0
1/ Y _/
12.038-20.052
+80.0
-110.0
+80.0
-#01110000
0.0
-110.0
+80.0
-110.0
+80.0
.110.0
+80.0
-110.0
76'
custom
20.053-22.185
+80.0
-110.0
+80.0
-80.0
-110.0
+80.0
-110.0
+00.0
-110,0
+80.0
-110.0
% ?/3-1/3
22.186 - 25.675
+80.0
-110.0
+80.0
-60.0
-110.0
+80.0
-110.0
+80.0
-110.0'
+80,0
-110.0
Ya-Y Ya
•' - 24.082
+80.0
-110.0
+80.0
-80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0.
-106.7'
92-1l8"
custom
24.OB3-28.185
+BOLO
-110.0
*BOLO
-BOLO
-110.0
+BOLO
-110.0
+BOLO
-110.0
+BOLO
-110.0
1/j 1/3 J/3
26.186 - 31.048
480.0
-110.0
+B0.0
-80.0
-110.0
+BOLO
-110.0
+BOLO
-110.0
+BOLO
-110.0
1/4-1/2-1/4
'•-25.3D2
+80.0
-110.0
+60.0
-80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-106.7'
97'
custom
25.303 - 27.185
+BOLO
-1 00.D
+80.0
-80.0
-110.0
+B0.0
-110.0
+BOLO
-110.0
+8D.0
-110.0
1/aJ/3J/a
27:186 - 32.675
+BOLO
-110.0
+BOO
-BOLO
-t10.0
+BOLO
-110.0
+BOLO
-110.0
+BOLO
-110.0
'"-28.302
+80.0
-110.0
+80.0
-110.0
+80.0
410.0
+80.0
-110.0
+80.0
-110.0
+80.0
-106.T
109-
cuslom
28.303-30.185
+BOLO
-110.0
+BOLO
-110.0
+BOLO'
-110.0
+BOLO
-110.0
+80.0
-110.0
+80.0
-110.0
1/3_1/j 1/
30.186 - 36.875
+BOLO
-110.0
+BOLO
-110.0
+BOLO
-110.0
+BOLO
d 10.0
+BOLO
-110.0
+BOLO
-110.0
t� �i 1�
•• - 29.483
+BOLO
-110.0
+BOLO
-it0.0
+80.0
-110.0
+80:0
-110.0
+60.0
.110.0
+BOLO
-106.7•
113-5/8"
custom
29.464 - 33.185
+80.0
A10.0
+BOLO
-110.0
+BD.O
-110.0
+80.0,
-110.0
+80.0
_110.0
+80.0
-110.0
1/3 1/3 t/3
33.186 - X222
+80.0
-110.0
+BOLO
-110.0
+60.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
" - 31.052
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-110.0
+80.0
-108.7•
120" ,
custom
31.053 - 33.155
+80.0
-110.0
+BOLO
-110.0
+80.0
-110.0
+8D.0
-110.0
+80.0
-110.0
+80.0
-107.8
custom
33.186 - 38.222
+8D.0
-110.0
+BOLO
-110.0
+80.0
-1 00.0
+80.0
-110.0
+80.0
., 11111 G(IR
-110.0
(il aCCTVPFS
+80.0
R.
-110.0
12 13615
•' MIN. SASH VADDI (FLANGE WINOOWSI= ftzELw1•s wlyR.W
•' MIN.6A6H V4DTH (EQUAL -LEG WINDOWS)= O=RALL WIDTH-5T.S56
2
NOTES,
1) OVERALL fIIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS. SUBTRACT 1-FROM THE TP-TO-TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SIZE,.
2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE.
1•.
GLASS TYPES 8-15
MAY NOT BE USED
WITH INTEGRAL RN
• FRAMES
-3116-HS GLASS
ONT SG-
3116-HS GLASS
130�\
23
tn'NOM.
GLASS BILE
EXTERIOR
G-I 74
O GLASS TYPE 9
_ I3116'NCM. I
GLASS STACK
ATIw
AIRSPACE
.+.0R0'6G
LIB' AN OR
TP GVSS
.-a1le'H6 CLASS'
31
" - 74
bR¢iB
' NOM.
GLA59 BITE I
EXTERIOR
GLASS TYPE 12 (.ANNEALED)
GLASS TYPE 13 (TEMPERED)
I I- OLAS6 STACK
AIRSPACE-ARB"SG
3I18'AN OR • \� 1I8'HS GU
TP GLASS
�31 74
JOR(C1 W-� I 12'NOM
GIASSBITE
EXTERIOR
a / 7/
)OR 3B
-73
GLASS TYPE 14 (ANNEALED)
GLASS TYPE 15 (TEMPERED)
ILI 7 9
w
p
N
3
.Ru
>
0
o
so
> n
omB
a
OJM F
Z
Z
p i
Z rl n o�
55
j
W
0
n
W eay
a
Lob
F Z P 1i2
j� a
Q
�
an
x
o
p S
pZm
z
s
W
p
IL
LU
J
F
O
®�
of
Ur
,s
K
=
y
W
I"vs
5
o
rc
a
o
0
w
Z_
�
Z
�
�
G
J
W
K
2
a
ML'I
vsq
mua5
11011111111/TT
S?aN CEN,4 Ke
N4.58705�
'• CC-
;gyp
Glass Types: 1 Ih1u 7
fol'XO'R'OX Win
. for -Quantities QYy9 Meeting Rail: Standard
Overall
22 1/6" Oserell Hgt.
37" Overall Hgt.
49" Owrall Hgl.(155'=0ti
raI11Hdt.
1 63" Owrall Hgt.
Width
Head & Sill
Heed &Sill
Head &Sill
Heatl &;Sill
Head &Sill ry
20"
1+C2+1
2
1+132+1
21
1+C2+1
3
1 1+C2+1
3
l+C2+1
3
25'
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
37"
1+C2+1
2
1+C2+1
2
1+C2+1
31
1+C2+1
3
1+C2+1
3
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
�6P)1
i+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
M,(49a
67"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C3+1-
3
74"
i+C2+1
1 21
1+132+1
2
1+C2+1
3
1+C2+1
3
1+C3+1' 13
Glass Types: 8 ihrd
Anchor Quantities forXO
& OX Windows
Meeting Rail:
Standard
0wrall
22.118" Overall H91.
37' Overall Hgt.
49' Overall Hgl.
1 55' Owlell H91.
03" Owlall Hgt.
Width
a
a
a
a
a
Head & Sill
'
Head & Sill m
Head 8 Sill
,�
Head &Sill '
Head &Sill
20-
1+C2+1
21
1+C2+1
2
1+C2+1
3
1+132+1
3
1+C2+1
3
25"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+132+1
3
37'
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+132+1
3
1+C2+1
3
49"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C3+1
3
61"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C3+1
3
1+C3+1
3
6T'
1+C2+1
2
2+C2+2
2
2+C2+2
3
2+C3+2
3
2+C3+2
3
H74"
2+C2+2
2
2+C2+2
2
2+C2+2
3
2+C3+2
3
2+C3+2
4
GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS:
ANCHGRS 2ANCHORSAT °
Nsns E CENTERED AT THE THE FlXED LRE JAMB
MEETINGRAr,
2Y MAI( O C
}_ e•MAx.
X O
zz-In• IIII_
�EETINGRAIL
REPEATANCHORPATTERNATSIIL
12.11 .G. -f-"-y
2-ANCHOR
CLUSTER DETAIL '
Glees types:
6 taro
Anchor Quantities
for
XO & OX Windows
Meeting Rail:
Heavy -Duty
rall
22-1l8- Overall H91.
37' Overall Hgt.
49" Overall Hgl.
55" Overall Hgt.
63" Overall H9t.
76" Overall Hgt.
th
a
a
a
a
a
a
f
Head & Sill
'
Head & SIII
Head & Sill
Head &Sill '
Head & SIII
'
Head 8 Sill
20"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
J+C2+1
3
1+C2+1
4
25"
4+C2+1
2
1+C2+1
12
1+C2+1
131
1+C2+1
3
1+C2+1
3
1+C2+1
4
37"
1+C2+1
2
1+C2+1
2
i+C2+1
3
i+C2+1
3
1+C2+1
3
1+C3+1
4
49"
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
4
61"
1+C2+1
2
1+C2+1
2
1+C2+1
3
i+C3+1
3
1+C3+1
3
1+C4+1
4
87°
HC2+1
2
2+C2+2
2
2+C2+2
3
2+C3+2
3
2+C3+2
3
2+04+2
4
76"
2+C2+2
2
2+C2+2
2
2+C3+2
3
2+03+2
3
2+C3+2
4
2+C4+2
5
NOTES
6•MAX. O.C. � N-
3-ANCHOR
CLUSTER DETAIL
4-ANCHOR
CLUSTER DETAIL
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS, SUBTRACT 1- FROM THE TIP-T0.TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SIZE.
2) MR SIZES NOT SHOWN, ROUND UP TO THE NM AVAILABLE SIZE.
TT)pul np11
•BONY LYNV
......
IIGENSF �'•�i(O
NO. 68705 •�
10NALIEaG".
A LYNN
TABLE IS:
HVY,dC.nAlpuFdI.n
SashSash
width
Range (in)
Glass Types: 1, 4, 5
Anchor Quarditles for XOX Windows - Meeting Rail. Standard
21-118" Ow.11 Hgl.
29" O.wrall Hgt.
37" OW1811 Hill
49° 0lwrall Figl.
55" Overall Hgt.
63" 01era11 HgL
Head & Bill '
Head & Sill '
Head & Sill ,�
Head & Sill
o
Head &Sill ,�
Head 8 Sill
a
12.038-72052
1+C2+1+C2+1
2 1aC2+1+C2H 2
NC2+1+C2+7
2 7+C2H+C2+1 '3
1+C2+1+C2+1
J 1aC2+1+C2a1
3
Od"
1/a! a! a
12.05J - 75.008
7+C2+1+C2+1
2 7+C2+taC2N
2 7+C2+7+C2N
2 1+C2+i+C2+1
3 1+C2+1+C2+7
3 1+C2+1+C2+1
3
1/!/%a
12.038-13.302
t+C2+1+C2+1
2 1+C2+1+C2+7
2 1+C2+t+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
49
13.303-16.675
NC2+1+C2H
2 1+C2+1aC2+1
2 1+C2H+C2+1
2 i+C2H+C2+1
31 1+C2+1+C2-1
3 7+C2a1+C2H
3
+/ Vz 1/
12.038 - 14.333
14C2✓1+C2H
2 1+C2+1+C2+1
2 HC2+1+C2+1
2 1+C2*7+C2H
3 1+CZ+1+C2+7
7 HC2aNC2+1
3
53-7/8°
14.334-18.050
NC2+1+C2+1
2 7+C2H+C2+1
2 1+C2+1+C2H
2 1+C2+1+C2H
3 1+C2+1+C2+1
3 HC2+1+ C2H
3
+1?/r%
12.038-16.302
1+C2+1+C2+1
2 1+C2+1+C2a1
2 1+C2H+C2H
2 7+C2+1.C2H
3 1+C2+HC2+1
31 1+C2+1-C2+1
3
81°
18.303-20.675
7+C2HaC2+1
2 HC2H+C2H
2 1+C2+HC2H
2 1+C2+HC2+1
3 1+C2H+C2+1
3 1+ a+ +
y Yz!/4
12.038-20.052
1+C2+2+C2H
2 1+C2+2+C2H
2 1+C2a2+C2+1
2 1+C2+2+CZ+1
3 taC2a2+C2H
3 1+C2+2+C2+1
3
76'
custom
20.053-22.185
1+C2+1+C2+1
2 1+C2+1+C2+7
2 1aC2+7+C2+1
2 1+C2H+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2H
3
22.188-25.675
1+C2+1+C2 12
NC2+1+C2+1
2 t+C2+1*C2H
2 1+C2+1+C2a1
3 1+C2H+C2+1
J 1+C2+7aC2a1
3
t� 1/!/s
••-24.082
i+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1aC2+3+C2H
3 1+C2+3+C2+1
3 1+C2+3+C2+1
3
82.1ir
custom
24.083-26.185
NC2+2+CZ+7
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1aC2+2+C2+1
3 bC2+2+C2+1
3 1+C2+2+C2+1
3
1/a yz!/4
26.186 - 31.038
'° -25.302
1+C2+1+C2+1
1+C2+3+C2+1
2 1+C2+1+C2+1
2 1+C2+3+C2H
2 1+C2+1+C2H
2 1+C2+3+C2+1
2 1aC2+1+C2+7
21 1+C2+3+C2+1
3 7+C2H+C2H
31 1+C2+3+C2+1
3 1+C2+1+C2+1:
3 1+C2+3+C2+1
3
3
97'
custom
25.303-27.185
1+C2+2+C2H
2 NC2+2+C2H
2 1+CZ+2+C2H
2 1+C2+NC2+1
3 7+C2+2+C2a7
3 1+C2+2+C2H
3
custom
127.186-31.038
1+C2+2+C2+1
2 1aC2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2H
3 1+C2+2+C2H
3 1+C2+2+C2H
3
Y T/z--%
" -28.3D2
1+C2+3+C2+1
2-I+C2+3+C2H
2 1+C2+3+C2+1
2 1aC2+3+C2H
3 1+C2+3+C2+1
3 1*C2+3+C2+1
3
109'
custom
2B.303- a!$
1+C2+3+C2H
2 1+C2+3+C2H
2 1+C2+3+C2+1
2 1+C2+3+C2H
3 7+C2+3+C2+1
J 1+C2+3+C2H
3
custom
29.185-31.U38
1+C2+3.C2+1
2 1+C2a3+C2H
2 7+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C2+3+C2H
3
1201
+/4!/rYs
'°-31.038
1+C2+3+C2H
2 HC2+3+C2+1
2 1+C2a3+C2+1
2 1+C2+3+C2H
3 NC2+3+C2+1
3 7+C2+I+C2+1
3
" MIN. SASH MOTH (FIANCE MOMS) 5Tv4
2
'• MIN. SASH WIDTH (EQUAL -LEG WINDOWS) a OVERALL V/IDTR - SB.924
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINDOWS. SUBTRACT 1' FROM THE TIP.T(NTIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAIIAaIE SIZE.
GUIDE TO USING
ANCHOR QUANTITY
TABLES FOR XOX
WINDOWS:
9' MNL
12-MAXA.C. -r—y
2-ANCHOR
CLUSTER DETAIL
ANCHORS
3ANCHORSAT
1 9' MAX.
/ p r
MEETING RAIL REPEAT ANCHOR PATTERN AT SILL
0.11
Width
Sash
Configuration
Sash
width
Range On)
Anchor Quantities for XOX Windows Glass Types: 2,3, 6,7
Meeting Rall: Standard
21-118' Overall IH9t.
29" Ovsmll Hg1.
37- O.rall Hgt.
49" Owmll H9t.
55" Ocemll H91.
63' O,emll H91.
Head 8 SIII
L Head 8 SIII
Head 8 SIII
Heatl 8 518
Head 8 Sill
I Mead 8 SIII
12.038.12.052
1+C2+1+C2H
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1�C2+1
3
44"
12.053-15.008
1+C2H+C2H
2 1+C2+HC2«1
2 1+G2H+G2+1
2 1+C2+1+C2H
3 1+C2+1+C2H
3 1+C2H+C2+1
3
%4r1/i
12.038-13.302
1+CZ+1+C2H
2 i+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1a02+9+CZ+1
3 1+C2+1+C2+1
3
49
1/i-1/a�/a
13.303-16.675
HC2+1+C2H
2 1+C2+7aC2+7
2 1+C2+1+C2H
2 HC2+7aC2H
3 1aC2+1+C2a1
3 1+C2a1+C2H
3
12.038-14.333
i+C2+1+C2+1
2 1+C2+1+C2H
2 1+C2a1aC2+1
2 7+C2+1+C2+1
3 1+C2+7+C2+1
3 1C2+1+C2+1
3
511/8"
14.334 • 18.050
1aC2+1+C2H
2 1+C2+1.C2+1
2 1+02+1+C2H
2 1+C2«1+C2H
3 HC2H+C2+1
J 1+C2H+C2H
3
12,038 - 16,302
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+I+C2H
21 1+C2+1+C2+1
3 1+C2+1+C2+1
31 1+C2+14C2+1
3
81'
16.303-20.675
HC2+1+C2H
2 t+C2+1+C2+1
2 1+C2a1+C2H
2 1+C2+1+C2H
3 RC2+HC2+1
J I+C2.1+C2H
3
1/4 +/2.%
12.038. 20.052
HC2+2+C2+1
2 1+C2+2+C2H
2 1+C2+2+C2H
2 1+C2+2+C2H
3 1+C2+24C2a1
3 HC2a2+C2H
3
7W
custom
20.053-22.185
1+C2+1+02H
2 1+C2H+C2+1
2 1+C2+1+C2+1
2 1+C2«HC2+1
3 1+C2+1+C2+1
3 1+C2+I+C2a1
3
22.186 • 25,675
1+C2+1+C2+1
2 1+C2H+C2+1
2 1+C2+1+C2H
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+C2+1
3
"-24.002
1+C2+3+C2H
2 1+02+3+C2H
2 1+C2a3+C2+1
2 I+C2+3+C2H
3 1+C2+3+C2+1
3 1+C3+3+C3+1
3
92-1/9'
clntom
2A.083-28.7B5
I+C2+2+C2H
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 7+C2+2+C2+1
3 1+C2+2+CZ+1
3 1+G3+2aC3+7
1 3
1/y/%
2B.186 •37.048
1+C2+1+C2+1
2 1+C2+2+C2H
2 1+C2+2+C2+1
2 1+C2+2+CZ+7
3 1+C2+2+C2+1
3 t+C3+2+C3+1
J
1/?/a -1
"-25.702
1+C2+3+C2+1
2 HC2+3+C2H
2 1+C2+3+C2H
2 1+C2+3+C2+1
3 Ia02+3+C2+1
3 1+C3+3+C3a1
3
97'
custom
2T303 -27.i B5
1+C2+2+C2+1
2 1+CZ+2+C2+1
2 1+02+2+02+1
2 I+C2+2aC2+1
3 1+C2+2+C2H
3 1+C3+2+C3+1
3
1/a%a �/a
27.186-32.675
1+C2+1+C2+1 121
1+C2+2+C2+1
2 1+C2+2+C2H
2 1+C2+2+C2+1
3 1+C2+2+C2+1
3 1+C3+2+C3H
3
%1/rY4
"-28.302
I+C2+3+C2+1
21 I+C2+3+C2+1
2 1+C2+3+C2+1
21 1+C2+3+C2+1
3 I+C2+3+C2H
3 HC3+3+C3+i
3
109"
custom
0.303-30.185
1+C2+3+C2+1
2 1+C2+3+0241
21 1+C2+3+C2+1
2 I+C2+3+C2H
3 HC2+3+C2+1
3 1+C3a3+C3+1
3
1/a-%a 1/a
30.188-38.675
1+02+2+C2+1
2 7+C2+2+C2H
21 1+C2+2aC2+1
2 7+C2+2+CZ+1
3 HC2+2+C2+1
3 1+C3+2+C3+1
3
1/ Y!/4
" .29.463
I+C2+3+C2+1
2 1+C2+9+C2+1
2 1+C2+3+C2+1
2 1+C2+3+C2+1
3 1+C2+3+C2+1
3 1+C3+3+C3+1
3
113-5/W
custom
29.464 .33.185
1+C2+3+C2+1
2 1+C2+3+C2H
2 7+C2+3+C2+1
2 1+C2+3+C2+1
3 7+C2+3+C2+1
3 1+C3+3+C3+1
3
1/a-%4%
33.186 - 38.222
I+C242+C2H
2 HC2+2+C2+1
2 1+C2a2+C2+1
2 1+C2+2+C2H
3 1+C2+2+C2+1
31 1+C3+2+C3+1
3
1/4 1/x 1/
" •31.052
I+C2+3+C2+1
2 HC2+3+C2+1
2 1+C2+3+CZH
2 HC2+3+C2+1
3 HC2+3+C2+1
3 1+C3+3+C3+1
3
120'
custom
31.053-33.185
1+C2+3+C2+1
2 HC2+3+C2+1
2 HC2+3+C2H
2 HC2+3+C2H
3 1+C2+3+C2+1
3 1+C3+3+C3+1
3
custom
3J.186-38,222
1+C2+2+CZ+'1
2 1+C2+2,C2+I
2 1+C2+2aC2+1
2 HC2+2+C2+1
3 1+C2+3+C2+1
3 1+C3+3+C3H
3
"MIN. SASHwDTH (FLANGE WINDOWS) • OVEp- L" WIDTH-58.556
2
--MIN. SASHWADTH(EQUAL-LEO WITOOWSI' LL_W)473L-ST.55fi
2
NOTES:
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WNDOWS, SUBTRACT 1' FROM THE TIP-TO-TP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SIZE.
2) FOR SMS NOT SHOWIN. ROUND UP TO THE NEXTAVAILABLE SIZE
t2'MAX.Oc.
_J
2-ANCHOR
CLUSTER DETAIL
3-ANCHOR
CLUSTER DETAIL
GUIDE TO USING ANCHOR QUANTITY
TABLES FOR XOX WINDOWS:
THESASH MEETING PAR
x2.1rz'MAx.. � r 9° MAC.
/ O
CHORS AT CENTEREDATTHE
FIXED MEETINGRAIL
REPEATANCHORPATTERNATSILL
!2
52
LU 7 5
N
3
❑
da
OD
V N $
IA
K
¢
0
n
z
ZLLb `
_
5
o
o oa
J
-Wa
ed
owW v
^>^ S
m
z
Z 3
¢
W
J
w
J
m
an
N.
Q
f
❑
N
9
a•
))
F
�
tJ
IY
z
F
O
¢
Iw
o
Z
rc
S
U
jU
¢
Z
¢
Z
Overall
Width
Sash
Conflguretlan
Sash Width
Range in)
Anchor Quantities for XOX Windows eeti Types: 6, 11
M eelhlg Rail: Sl6ndntleN
21.1/8" Overall Hgt.
29" Overall Hgt.
3r Overall Hgt.
49" Overall Hgt.
55" Overall Hgl.
63" Overall Hill.
Head 8 Sill
E Head &Sill
E Head &SIII
Head 8 SIII
Head & Sill
C Head & SIII
12.038-12.052
1.C2+1+C2+1
N
2 1+C2+C2N
2 1+C2+1+C2.1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1.C2 IK20
3
44'
12.063-15908
1+C2N+C2+1
2 1+C2+1+C2N
2 HC2+1+C2+1
2 1+C2*1-C2N
3 1.C2N*C2+1
3 1+C2H+C2+1
3
1�
12.038.13.302
1+C2+1+C2+1
2 I♦C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
3 1+C2+1+C2+1
3 1+C2+1+02+1
3
46
1/a �/rya
13.303. 16.876
1+C2H+C2H
2 1+C2+1+C2+1
2 1+C2+HC2+1
2 1+C2H+C2+1
3 1+C2H+C2N
3 1+C2+1+C2N
3
1�
12.038 - 14.333
1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+HC2+1
2 1+C2+1+C2+1
3 1+C2+HC2N
3 1+C2+1+C2+1
3
53-I/B"
14.334-18.050
1+C2N+C2N
2 1+C2+1+C2N
2 1+C2+1-C2H
2 1+C2+1+C2+1
3 HC2+1+C2N
3 1+C2N+C2+1
3
1/4-1/2-V4
12.038-16.302
HC2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C2+2+C2+1
31 1+C3+2+G3+1
3
61°
10.303-20.875
HC2+1+C2+1
2 1+C2+1+C2+1
2 HC2+1+C2N
2 1+C2+1+C2+1
3 I+C2+1+C2+7
3 7+C3+1-C3N
3
12.038-20.052
1+C2+2+C2+1
2 HC2.3+C2N
2 HC2+3+C2N
2 1+C2+3+C2+1
3 1+C3+3+C3.1
3 1+C3+3+C3+1
3
76°
custom
20.053-22.185
1+C2N+C2+1
2 HC2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
3 1+C3+2+C3+1
3 1+C3+2+C3+1
3
1/r1/a 1�
22.186. 25.675
1+C2N+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
2 1+C2+1+C2+1
31 1+C3+1+C3+1
3 1+C3+1+C3+1
3
Yr% !4
••-24.082
1.C2+3+C2N
2 1+CZ+3+C2+1
2 1+C2+3+CZ+1
2 1+C2+4+C2N
3 1+C3+4+C3N
3 1+C3+3+C3+1
3
92-018'
custom
24.083 - 26.185
I+C2+2+C2N
2 1+C2+2+C2+1
2 1+C2+2+C2N
2 1+C2+2+C2+1
3 1+C3+2+C3+1
3 1+C3+2+C3+1
3
%r% %
26.186 - 31.048
1+C2+2+C2+1
2 1+C2+2+C2+1
2 1+C2+2+C2+1
2 I+C2+2+C2+1
J 1+C3+2.C3+1
3 1+C3+2+C3+1
3
Yq.%2.1/
••-25.302
1+C2+3+C2+1
2 1+C2+3+C2+1 121
1+C2+3+C2+1
2 1+C2+4+C2N
3 1+C3+4+C3+1
3 1+C3+3+C3+1
3
gr
cusllan
25.303-27d65
HC2+2+C2+1
2 1+C2+2+C2N 121
1+C2+2+C2N
2 1+C2+3+C2+1
3 1+C3+3+C3+7
3 1+C3+2+C3+1
3
27.186.32.675
1+C2+2+C2N
2 1+C2+2+C2N
2 HC2+2+C2+1
2 1+C2+2+C2+1
3 HC3+2+C3+1
3 1+C3+2+C3+1
3
1/0 �r1�
••-28.302
1+C2+3+C2N
2 1+C2+3+C3+1 121
1+C2+3+C2+1
2 1+CZ+4+C2+1
3 I+C3+4+C3+1
3 1+00.3.C3+1
D
Ior
custom
28.303-30.185
HC2+3+C2+1
2 1+C2+3+M+l 121
1+C2+3+C2+1
2 I+C2+3+C2+1
3 1+C3+3+C3+1
3 1+C3+3+C3+1
3
•/r1/s
30.180 - 36.676
I+C2+2+C2N
2 2+C2+2+C2+2
2 2+CZ+3+C2+2
2 2+C3+3+C3+2
3 2+C3+3+C3+2
3 1+C3+2+C3+1
3
1/e 1/r %
•'-29.463
1+C2+3+C2+1
2 1+C2.3+C2N
2 1+C2+3+C2N
2 1+C2+4+C2+1
3 1+C3+4+C3+1
3 1+C3+3+C3+1
3
11MIB'
custom
29.464-33.185
1+C2+3+C2+1
2 1+C2+3+C2N
2 1.C2+3+C2.1
2 1+C3+3+C3+1
3 1+C3+3+C3+1
3 1+C3+3+03+1
3
33d B8-38.222
2+C2+2+C2+2
2 2+C2+2+C2+2
2 2+C2+3+C2+2
2 2+C3+3+C3+2
3 2+C3+3•C3+2
3 2+C3+2+C3+2
3
•� 1I %4
" .31.052
1+C2+3+C2+1
2 1+C2+3.C2+1
2 1+C2+3+C2+1
2 HC2+4+C2+1
3 1+C3+4+C3+1
3 1+C3+3+C3+1
3
120-
custom
31.053-33.185
1+C2+3+C2N
2 1+C2+3+C2+1
2 1+C2+3+C2+1
2 1+C3+q+C3*1
3 1+C3+4+C3N.
3'1+C3+3+C3N
3
custom
33.186 - 38.222
2.C2+2+C2+2
2 2+C2+3+C2+2
2 Y+C2+3•C2+2
2 2+C3+3+C3.2
3 2+C3+3+C3a2
3 2.C3+3+W-Z
3
••MIN. SASH WIDTH(FLANGE WINDOWS) •DVE,�L4 W1_T1155OT-55.550
2
"MIN. SA3H WIDTH ISQUAL. LEG WINDOWS) a DYESAA41 WIDL5-556
2
NOTES.
1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG
WINODWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE
TO DETERMINE ME WINDOW SIZE.
2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE.
1 ANCHOR A
THESASH
22-1I2'MAX. O.C.
9' MAX. — 1
I
2-ANCHOR
CLUSTER DETAIL
I-•—
T-
I
/I/V
3-
ANCHOR
CLUSTER DETAIL
I
GUIDE TO, USING ANCHOR QUANTITY
TABLES FOR XOX WINDOWS:
ISi3a11:L3:TA it
12"
INTHE
a- MAX.
X O X
ua-nun cmi REPEAT ANCHOR PATTERN AT SILL
>
3
m
a
N
O
o
m
7 N
OJ
o
`a'yax±
eIW
W
Z
Z O-g
•i
SS
Z
SO
x of .-
0 d
Ra
v
1
a
„u,a
n
n
Fw-z my
�..
vx
�W
^>
IN
D
aG
oz
o•
Z
w
c,
O
J
O
m
K
S
0O
w+v
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x
�
o
o
Z
mO
�
Z
S
,Op1Y L......
'No 58705
JOENSS'.
irz
OTTEOF ;'lO�:
A LTNN MILLER.P E.
Ove
WidthSash
Width
Con9gum6on
Sash
Width
Range (in)
Glass Types: 9. 12. 13. 14. 16
Anchor Quantities for XOX Windows Meeting Rail: Standard
21-718' Owmll Hgt.
29" Oaelall Hgt.
37" Ofcrall Hi
1 49° Overall HBL
1 55' O+rall Hgl.
63° Overall Hgt.
Head & Sill
Head & Sill
Head & Sill
q Head & SIII
Head & Sill ,�
Head & Sill
,Ex
%J/a %
12.038. 72.052
/aC2+1+C2H
2 1+C2+1+C2+1
2
7+C2+1+C2*1
2 1+C2+1+C2+1
3 NC2+7*C2+1
3 1+C2+NC2+1
3
44"
t/a!/r%
12.053-15.008
1+C2H+C2+1
2 1+C2+1+C2+1
2
1+C2N+C2+1
2 1aC2N+C2+1
3 1+CN1+C2«7
3 t+C2+1+C2«1
3
12038-13.302
1+CZ+I+C2+1
2 1+CZ+1+C2N
2
1aC2+HCNI
2 1+C2+1+C2+1
3 HC2+HC2+1
3 1+CI+I+CZ+1
3
49
+I/r+/a-t/a
13.303-18.875
1+C2N+C2+1
2 1+C2+7aC2N
2
I+C2+1+C2N
2 NC2+i+C2+1
3 1+C2+HC2N
3 HC2*1+C2+1
3
t/4!/r1/
12038 .14.333
1+C2+HC2+1
2 HC2*HC2a1
2
1+C2+1+L2+1
2 1+C2+HC2+7
3 1+C2+1+C2+7
3 1+C2+HC2+1
3
14.339.18.050
7+C2N«C2N
2 1aC2+I+C2+i
2
7+C2+HC2+7
2 1+C2+7+C2+1
3 1+C2N+C2+1
3 1+C2+1+C2+1
3
12038-16.3D2
1+C2+2+C3+1
2 14,02+2+C2N
2
HC2+2+C2+1
2 1+CZ+2+C2+1
3 1+C2a2+C2+1
3 1+C3+2+C3+1
3
61'
%r% 1/
1B.303-20.67fi
HC2*1+C2+1
2 HL2N+C2N
2
7+C2+1+C2+1
2 HC2N+C2+1
3' 1«C2N+C2N
3 t+CJ+1+C3+1
3
t/�+/r%
12.038-20.052
1+C2a2+C2a7
2 1+C2+3+C2N
2
1+C2+3+C2+1
2 I+C2+3+C2N
3 1+C3+3+C3N
3 1«C3+3+C3N
3
To-
cualom
20.053-22.185
PMLI+C2N
2.HC2+2+C2N
2
1+C2a2+C2N
2 1+C2+2+C2+1
3 1+C3«2+C3+1
J IaW+2+C3+4
3
22.186.26.676
1+C2N+C2+7
2 1+C2+1+C2N
2
1+C2+1+C2N
2 1+C2+1+C2+1
3 1+C3N+C3+1
3 1+C3+1+C3+'1
3
—-24.082
1+C2+3+CZN
2 1+C2a3+C2N
2
1+C2+3+C2+1
21 1+C2+4+C2+1
3 1+C3+4+C3+1
3 i+C3+4+C3+1
3
92-116'
1 custom
24.083-26.185
1+1
2 1+C2+2+C2N
2
1+1
2 7+C2a2+C2N
3 1+C3+2+C3+1
3 HC3+2+C3+1
3
t/ 1/r+/a
126.186-31.048
1+C2+2aC2N
2 1+C2+2+C2+1
2
1+C2+2+C2+1
2 HCZ+2+C2N
3 1+C3+2+C3N
3 1+13
�4 l�!�
-26.302
1aC2+3+C2+1
2 1aC2+3+C2+1
2
1+C2+3+C2+1
2 1+C2a4+C2+1
3 1*C3+4+C3+7
3 1+C3+4+C3+1
1 3
W°
custom
26.303-27.165
HC2+2+C2+1
2 7+C2a2+C2+1
2
1+C2a2+C2N
2 1+1
7 1+C3+3+C3N
3 1+C3+3+C3+1
3
/r+�
27.186 -32675
1+C2+2+C2N
2 1+C2+2+C2N
2
1+C2+2+C2+1
2 1+C2+2+C2+1 131
1+C3+2+03N
3 HC3+2+C3+1
3
1/+!/r 1/4^
-28.302
1+C2+3+C2+1
2 1+C2+3+CN1
2
HC2+3+C2+1
2 HC2+4+C2+1
3 1+C3+4+C3+1
3 1+C3+4+C3N
3
Va.
custom
28.303-30.185
1*C2+3+C2+1
2 14C2+3+C2+1
2
1+C2+3+C2+1
2 1+C2+3+C2N
3 1+C3+3+C3+1
3 1+C4+3+C4+1
3
%a!/a-1/a
30.786-31i.B75
7*C2a2+C2N
21 2+C2a2+C2a2
21
2+C2+3+C2+2
2 2+C3+3+C3+2
3 2+C3+3+C3+2
3 2+C4+3+C4+2
4
111/ %
'•-29.483
HC2+3+C2+1
2 1+C2+3+C2+1
1 21
I+C2+3+C2+1
2 1+02♦4+C2+1 131
1+C3+4+C3N
3 1+CI+4+C4+1
3
113-5/8'
custom
29.464-33.t65
HC2+3aC2+1
2 1+CZ+3+02+1
2
I+C2+3+C2+1
2 1+C3+3+C3+1
3 1+CJ+3+C3N
3 1+C4+3+1
3
33.180.38.222
2+C2+2+C2+2
2 2+C2a2+C2+2
2
2+C2+3+C2a2
2 2+C3«3+C3+2
3 2+C3+3+C3+2
3 2aC4+3+C4+2
4
—-31.052
1aC2+3+C2+1
2 1+C2+3+C2N
2
1+C2+3+C2+1
2 1+C2+4+C2+1
3 HC3+q+C3+7
3 1+C4+4+C4N
3
120°
custom
31.053-33.1185
I+C2+3+C2+1
2 1+C2+3+C2N
2
1+C2+3+C2N
2 7+C3+4+C3+1
3 1+C3+4+C3N
3 1+C4+4+C4N
3
custom
33.188-30.222
2+C2+2+C2+2
2 2+C2+3+C2+2
2
2+CZ+3+C2+2
2 2+C3+3+C3+2 131
2+C3+3+C3+2 131
2+C4+3+C4+2
4
"MIN. SASH WIDTN (FLANGE WINOOW91. 9VER�LL,�MD11L'gY�n
2
MIN. SASH WIDTH (EOUALiEG WINDOWS) • OVEMLL WIDTH -5] 558
z
NOTES:
1) OVERALL (IF TO TIP) DIMENSIONS SHOWN, FOR EQUAL1EG
WINDOWS, SUBTRACT 1" FROM WE TIP -TO -TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SIZE.
2) FOR SIZES NOT SHOUM. ROUND UP TO THE Mar AVAILABLE SM.
GUIDE TO USING
ANCHOR QUANTITY
TABLES FOR XOX I AN
WINDOWS:W
22-VT
9• MA)(.
12-MA%.O.C. —� 1
2-ANCHOR
CLUSTER DETAIL
h—
//
I
3-ANCHOR
CLUSTER DETAIL
4•MAX. G.D. --I r-
4-ANCHOR
CLUSTER DETAIL
:NTINGHOK EREDATTNE
MEETING RAIL
3ANCHORSAT
THE FIXED LITE
CENTEREDA WE
MEETING RAIL
1 9
I
II.
PM II
12'MAX O.C.
THE SASH
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No.58705
A LWN MUM. PE
INSTALLATION OPTION 1 INSTALLATION OPTION 2
ANCHORED THROUGH FRAME INTO 2K WOOD FRAME ANCHOREDTHROUGH FRAME
OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETEICMU.
1J4•MAK. SHIM I+—
EDGEDISiANCE I EMBEDMENT I SEE TABLE
NOTE B. FOR
TYPE
HEAD TYPE
lie MAX. EDGE
SHIM I�I <- &.� � EMBEDMENT DISTANCE
OVERALL
HEIGHT
I
VISIBLE
LIGHT
HEIGHT
TAND EDGE
PER BUBSTILATE
19.
Ti- CENTERED
ASH
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND 1X BUCKSTRIP
INTO CONCRETOCMU. SEE NOTE 2, THIS SHEET.
IN' MAX. SHIM I
WOEi
SASH 12
4
LIGHT WWIDTIDTE H
7
iDISTM
35
PJCCPPI"
LIOEDVISIBL
HT
/
14 16
TYP.ANCHORTYPE
TYRANCHORTYPE.
EMBEDMENTAND EDGE
EMBEDMENTANO EDGE
h OVERALLWIDTH
DISTANCE PER
DISTANCE PER
SUBSTRATE. SEE TABLE 19
SUBSTRATE. SEE TABLE 19
B NOTE B FOR HEAD TYPE.
HORIZONTAL SECTION A -A
8 NOTE B FOR HEAD TYPE.
(SHOWN WITH C. GLAZING)
6"LENGTH,CENTERED
ATMEETINGRAIL,
ANCHORED MIN (4)
HORIZONTAL SECTION C-C
(SHOWN WITH MONO. G WJNG)
v ONLY REQUIRED IF
NOTES,
SS
OVERALL HEIGHT IS
OVER63'
1) USE ONLY SUBSTRATEAPPROPRIATEANCHORS LISTED ON
TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
-
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ARYSIDE
—j"
OF THE WINDOW
EMBEDMENT.
21 MASONRYANCHORS MAY BE USED INTO WOODAS PORTABLE
114' MAX.
1B. ALL WOOD BUCKS LESS THAN -IWWICK ARETO BE
SHIM
1
I CONSIDERED 1K INSTALIATIONS.K WOOD SUCKSARE
EXTERIOR.'
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOODSUCKSDFPICTEDAS2KARE 1-In-THICKORGREATER. IX
EDGE
TYP. ANCHOR TYPE,
AND 2K BOOKS (MEN USED) SHALL BE DESIGNED TO PROPERLY
DISTANCE
EMBEDMENTAND EDGE
TRANSFER LOADS TOTHE STRUCTURE WOOD BUCKDESIGN
DISTANCEPERSUBSTRATE,
AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER
INSTALLATION OPTION 2
SEE TABLE 18.
OR ARCHITECT OF RECORD.
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETOCMU.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
EXTERIOR
v
' MIAMI-ME APPROVED MULLION, FBC
COMPLAINT ALUMINUWSTEEL FRAMING
OR STEEL STUD. MAY BE VERTICAL OR
HORIZONTAL. SEE SUBSTIU\TE
PROPERTIES. TABLE 19.
Ax60!
Sutnlmld
Mile. Edge
Mln.
D.U.
Enelednent
GAuthem Pina (SO=0.55)
9Hfi'
1310'
B 2 S e l
Ai11NJBmn; 8000-T In,
]1B"
Mir
4B 0 q 410
9 Gc1ex
Aud,
MB•
0.-(is
Steel GT..3 min.
Or.1
3I0"
0.04T (10 Ge)
Conned. S 35
1'
f3'4'
OmeFS5
GeleFlex
teelCM .(3STM4
UnSoeted CMU,(AG-0.55)
2-1.
1-1JP
SahMm Pine (SG=0.55)
1'
idlB'
Ccncmle(mld. 2.65 Will
1'
1419•
V4'SteaI
U6recan
U,g WIEd CMG, (ASTM C-90)
2-1I2'
1AP
Southern Pine (SG-0.55)
1 1'1
1-MB•
IN' MAX. SHIM
INSTALLATION
OPTION 4
ANCHORED THROUGH
FRAME INT 0 METAL
TYP. ANCHOR TYPE.
NO
EDGE UIST �EEDMAU.—
PER SUBSTRATE,
BEE TABLE 19.
-ter
A) MIN. OF 3 THREADS
BEYONDTHEMETAL
SUBSTRATE
B) USE ONLY FLATHEAD
ANCHORS IN HEAD AND
SILL. PANIHEKIFLAT HEAD
TYPE IS ALLOWABLE FOR
ANCHORS IN THE 13$.
C) LNGROUTED CMU'
VALUES MAY BE USED FOR
GROUTED CMU
APPLICATIONS.
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- INSTALLATION OPTION 1 INSTALLATION OPTION 2
ANCHORED THROUGH FRAME INTO L(MOD FRAME
ANCHORED THROUGH FRAME
OR SUCKSTRIP, SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETECMU
lie MAIL SHIM
EDGE DISTANCE EMBEDMENT
—
;HIM�- EMBEDMENT EDGE
DISTANCE
--iV�RTYPE,
•
— —'—
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 20.
..
12'LENGTH, CENTERED
20 .e...,«..e..
._ 18
BUCK
HEIGHT
DISTANCE PER
SUBSTRATE, Si
S NOTE B FOR
VISIBLE
LIGHT
HEIGHT
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX BUCKSTRIP
„ .
INTO CONCRETECMU. SEE NOTE 2, THIS SHEET.
1/4'MAIf. SHIM
I I .EMBEDMENT
SASHVISIBLE 12
G 6 I—T
I
LIGHT WIDTH I
EDGE
7
DISTANCE
35
{�
FIXED VISIBLE
I
UGIIT WIDTH . .
EXTERIORy�
/•
14 15 O
•, •�
l TYP. ANCHORTYPE,
EMBEOMENTAND EDGE
BUCK WIDTH
DISTANCEPER
SUBSTRATE, SEE TABLE20
HORIZONTAL SECTION A -A
1 NOTE B FOR HEAD TYPE
(SHOWN WITH I.G. GLAZING)
Imo— 114•MAX.SHIM
INSTALLATION
OPTION 4
NCHOREDTHROUGH
50
51
FRAMEINTOMETAL
TE,
EMBEDMSEDMJ NTAND
EXTERIOR
EOGEDISANCE
T
TRATE
F1 PER SUBSTRATE,
SEETABLE20.
U KL
\l\J
MNMI-0ADE APPROVED MULLION, FBC
COMPL W MALUMINUMISTEEL FRAMING
HORIZONTAL SECTION C-C
ORSTEELSTUMMAYBEVERTICALOR
8' LENGTH, CENIFAEO AT
(SHOWN WITH MONO. GLAZING)
HORIZONTAL SEE SUBSTRATE
MEETING RAIL,
PROPERTIES, TABLE20.
ANCHORED WITH (4)
SCREWS,(M 60). ONLY
NHS
REQUIRED IF BUCK
'
HEIGHT IS OVER 62'.
9 USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20-
'
4•MM.
SHIM
EMBEDMENT
EXTERIOR
EDGE
DISTANCE
TYP-ANCHOR'
EMBEDMENTA
DISTANCE PER
INSTALLATION OPTION 2
'SEETABLE20.
ANCHOREDTHROUGHP ME
GIRECTLYINTOCONCREIHCMU.
TABLE 20. FOLLOW EMBEDMENTAND EDGE DISTANCEUMRS.
NY INSTALLATION OPTION SHOWN MAY BE USED CHARY SIDE
DFTHE WINDOW.
2) MASONRY ANCHORS MY BE USED INTO WOOD AS PERTAGLE
t0. ALL WOOD BUCKS LESS THAN 1-IW THICKARE TO Be
CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSI LATE
�� WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATS. IX
JDEOOE AND 2X BUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
SUBSTRATE, AND INSTALLATION IS THE RESFONSIBILIIY OF THE ENGINEER
OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGNTOPENING)15 MEASURED FROM BEADING TO BEADING.
AnMm
Su%tmle
Min. Edge
Ushme.
Min.
EmEeEment
SaMSem PI.(SG.0.65)
9/I6'
I3w
PIZ Steel,
Aluminum, WGY115 min.
NB'
OW3"
IBEef410
SSS4Iew
A33 Steel
316'
o.wr
Steel SM. 0, 33 min.
YB'
0.046' (18 Ge)
Comete(mi., 135 k.0
1'
130
1/4'41055
C.@FI
U 8nnelWCMU,(ASTMC00)
2-12'
1-1/4'
Souleem Pine(SG-Css)
1"
I8r
Ooncmte(min. 2115 hell
1'
W/B'
1/4-Slee1
UIvacon
Umin uleO CMU, (ASTIM CEO)
2-IM"
1-110
iM— PIne(SG•0.55)
V
1-MB'
A) MIN. OF 3 THREPOS
BEYONOTHEMETAL
SUBSTRATE.
B) USE ONLY FLATHEJkD
ANCHORSINHEADANHE
SILL PNME%A'LPT HEAD
TYPE IS ALLOWABLE FOR
ANCHORS IN THE.IAMBS.
C) 9NGROUTED CMU'
VALUES MAY SE USED FOR
GROUTEOCMU
APPLICATIONS.
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j * i NO.58705 r
A LYNN MILLER. PE
REONIROS
INSTALLATION OPTION 5
ANCHOREDTHROUGH FIN INTO 2X
WOOD FRAME OR BUCKSTRIP.
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE. SEE TABLE 21.
EMBEDMENTH -
EDGE
DISTANCE
1-1.11
VISIBLE
LIGHT
HEIGHT
EaT- 1aC1
EDGE EDGE INSTALLATION OPTION 5
DISTANCE If_ ANCHORED THROUGH FIN INTO
DISTANCE
11I WOOD FRAME OR BUCKSTRIR
1 114-MAX SHIM
SASH VISIBLE
LIGHT WIOTH
EDGE DISTANCE —
IW MAX SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE.
SEETABLE 2I
FMED VISIBLE
UGHTWIDTH
VV
BUCKWIOTH
HORIZONTAL SECTION A -A
(SHOWN WHH G. GLAZING)
EDGE DISTANCE
EMBEDMENT
INTEGRAL
EXTERIOR
MIAMJ1 DARE APPflOVEDMULLION,FBC
COMPLIANTALUMINUMISTEELFRAMING TYP. ANCHOR TYPE.
OR STEEL SIUO. MAY BE VERTICAL, OR EMBEDMENTANDEOGE
HORIZONTAL SECTION C-C HORIZONTAL.SEESUESTRATE DISTANCE PER SUBSTRATE,
(SHOWN WITH MONO, GLAZING) PROPERTIES,TABLE21. SEE TABLE 21.
NOTES
1I4•MAX
SHIM
UUSE ONLY PRIATE
ABLE
ISED ON 21. FOLLOW
ANCHORS LISTED ON TABLE
_
DISTANCE
EMBEOM O
Y INST LIAMEDGE
LIMITS. ANYI OPTION
EDGE DISTANCE BE USED
BHOWN MAY BE USED ON ANY SLOE OF
EXTERIOR
a
� --
a
EDGE OI�
THEWINDOW.
r..E11ENT
2)VISIBLE MGHT WIDTH OR HEIGHT
(ALSOREFERREDTOASDAYIJGHT
---
TYP. ANCHOR TYPE. EMBEDMENT
OPENING) IS MEASURED FROM BEADING
INSTALLATION OPTION 5
AND EDGE DISTANCE PER
TO BEADING.
ANCHOREDTHROUGH F. IHT02X
SUBSTRATE, SEE TABLE 21.
3) ANCHOR TO BE INSTALLED W 114
WOOD FRAME OR BUCKSTRIP
2-1a-OF FIN CORNER.
VERTICAL SECTION B-B
• Anchor
Se6ahBle
Min Edge
Distance
Man.
O.C.
'Min.
Enn a ee ing
2-Ur X.113- Bwr Nall
Soulhem Finn (SO.0.55)
vir
5.
2-7116'
2-112-X.131-Denman Nail
Soulhem Pine(SG-0.55)
we-
S"
2J116-
2-1I2" X.145" flouting Nell
SouUlem Plne(SG-0.55)
318-
1•
2-7110"
2-102" X.14Y Feeling Net
Southern Pine(SG=0.W)
318-
5"
2-7/10"
Bougie. Pine (SG=0.W)
UT
5"
1- 8-
010Steel TmcahoaBScr
0125Iee1, 108 or 41DS5
B mw
0.12r Aluminwl; EOE3.T5 min.
5/1T
F
0.00'
D.ORTMe Steel
5/1W
w
gosw
0.045'(15 Get Steel Stud. Gr. 33 min.
5/1B'
6'
0.045'
H min. Ur a I nrcenutl ne]uwu me nlelflL
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11`.7.NY LYNN.r..'a
NNo.5587�05 * C
A LYNN MILLER. P.E
P E C50705
J -- 2.72H ---�
2"
L
HEAD, FLANGE FRAME
2.T2<' --1
ON SILL. FLANGE FRAME
2.105 --i
MUY12
2
D SASHPULLRML
Ir-1
795'
III�Iy1
I
1195'
V 7116-SM
OEIO'BEAD
�— 2.72V —�-�
�n
)HEAD. INTEGRAL
FIN FRAME
-- 2.72r --i
4.2W
SILL, INTEGRAL
FIN FRAME
1T0
-- a1a9° F ---j taao• I--
O6T l
1J00' 1.136'
(12 SASH LOCK RAIL / SSASH TOP&
V BOTTOM RAIL
TABLE 22: MATERIAL PROPERTIES USED
FOR ANCHORAGE CALCULATIONS:
kletwel
MM F
IAn F.
sftlsvrow
02"1
130b1
1&65omw
60 ke1
BS bI
410SC..
Nksl
110ke1
EIco UNeCarr3
HOSSEIcvC 0FWX0121AW
155 b1
122 W
IM7W
BOB}TS AruM.n1
16 kel
22 kel
A5051eo
90 ke1
59 ke1
Gr.S61ee SLIM
mko
<5kel
r-
a88- —I 1
2.786.
.062° _
(HEAD. EQUAL JAMB. FLANGE
VLEGFRAME )FRAME
SILL, EQUAL LEG FRAME
Fes_ 2.211- —�
J—
u HO MEETING RAIL
SILICONE
STRUPOLCTURAL
Y150. NOM.
BUMENE WITH
DESICCANT
E%T. GLASS
GLASS
0 KODISPACE
9GGTPS
1246' F—
390V
062'
10 SILLADAPTER
2.112'
2J86'
aer =�
,JAMB INTEGRAL JAMB,EQUALLEG
V FIN FRAME )FRAME
odo• 1.513-
�I .we'
O1T
INSTALLATION
HOLECOVER
I�—AiI+6����
III\\ 11 Itll .71W
�m SILLTPACK
.360• —.i �'
t.wr
w5'
CJ STD MEETING RAIL 8 SCREENADAPTER
o6z^ �ITY
--�{ .BT5^
@NANDLOADADAPTER
h- 1A46' I—j
OLJ�
xo ANTILIFTCLIP
--L630" - A64' --i
.OTO'TT-IfAlly --j
631n IG BEAD RIGSNAPBEAD
HOTH T ALUMINUM DESICCANTFILL
BUTYL REINFORCEMENT POLYISOBUTYLENE
Z
SEAL SN6'NOM
L16'NOM. SILICONE
6116'NOM. SEAL
STRUCNRAL BUtYLB eOLLFORMED
SILICONE / DESICCANT STAI ;FOSTEEL
DESICCANT FOAM
"t GLASS �/ EXT. GLASS TNT GNSSKT. GLA55 INT.GIASS
N W. GLASS
Tt SUTEtl SPACERA OSPRAS ° ACER T3 5 AEC 1N
N0.58205
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1
U4038
Head, Flange Frame
Alum. 606l
2
U4039
Heed, IMWIM Fln Frame
mem. G083-T6
3
024040
Head, Equl Fmme
Alms. u0 nr
4
624Wl
Jamb, Range Frame
Alum. 0003-TO
5
624017
Jamb, Integral Fin Fame
Alum. 6063-M
6
624028
Jamb. Equd4eg Frame
Alum 6063-T6
7
624M
Sill. Flange Frame
Minn. 60B3-TD
B
024038
SIII, IMegml Fin Fame
Alum 6063-T6
9
624D37
Sill, Equal-Ie9 Frame
Alan. 6003-T6
10
624D34
SIO Adaptor
Alum. 6063-TO
11
624043
Sash Pull Rail
Alum, 0063-TO
12
824WO
Sash Lock Rail
Alum. 6005.A-T61
13
624MI
Sash Top 6 Bottom Rail
Alum 6083-TB
14
624027
HD Meeting Reg
Alrm.BW}TB
15
024W5
Sid Meeting Rail
Alum. 6005A-T61
16
B24047
Screen Adapter
Nmrt 8063-TB
17
624051
Instella0on Hula Cater
Alum. 6063-78
18
6412 MM
Wlndcad Adapter
19
67A042
SIII Tmsk
Rum.0083-T6
Num. BOB3-18
20
624015
Anil Gip
Alum. BOOS -TO
21A
624009
IG Bead
PUM. UUl
218
624011
IG Snap Bead
Neal 6063T5
23
624026
71W teml Gle4. Bead
Alum. 6083-TB
24
Q4013
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Alum B083T6
W
6TP247
Glazing Bead.Bulb Nml bFA624013&H324025
MMI
31
GTP248
Glazing Bead, BMb VsMifar g8240094d624011
Vinyl
32
712653K
Mono selling Block 3132- X W X V
Neoprene
33A
71715K
LeM IG Setlbg Stock 118- x sts- x 1-1114"
Neoprene
33B
62C014
IG Saw Selling Bieck
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35
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Sweep Lerch
Cast tine
36
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Weep Hole Cesar
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38
724021
Look Rail Cmar, (LH & RH)
Mmi
39
724050
PMI Rall End Cep
Vinyl
40
724048
Roller Housing & Sash Guide
VInYI
41
724052
Roller Wheels
Bass
42
T24054
Sash Tap Rnll Gaske4(LHI&RH)
Polyethylene
43
724055
Sash Bd Rae Gasket, (LFt & RH)
Pdyellrylene
ad
724057
Fnema Roeder Geul el, (LH & RH)
Polyethylene
45
724056
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1) ALL CORNERS TO USE OASNEFANOIOR SEALANT.
2) SOME PART^+IOPFIONS NOT SHOWN ON DRAWING FOR CLARRy.
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CO
-_MIAMI-DARE MIAMI-DARE COUNTY
® - PRODUCT CONTROL SECTION
I l805 S W 26 Shut, Room 208
DEPARTMENT OF RECUT ATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc SUMMED
1070 Technology Drive BY
North Venice, FL 34275 St. LUCIe COU11ty
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 approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series `TD-101" Aluminum Outswing French Doors w/wo Sidelites— L M I.
APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled `Alum. French Door & Sidelites, Impact', sheets 1
through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P. E., bearing the Miami —bade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami —Dade County Product Control Section,
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and
OXXO configurations. The lower design pressure from table 1 or table 2 shall control.
2. Standalone X, XX and O configuration unit do not required, reinforcement (item 422).
3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ.
4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", 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 entirely.
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 416-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
-APPROVED I,x
NOA No.17-0504.01
Expiration Date: October IS, 2022
Approval Date: September 28, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMTITED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files # listed below) —
2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact', sheets 1 through 10 of
10, dated 04/04/2012 and last revised on 09108116, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Test report on 1) Uniform Static Air Pressure 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 Aluminum Sliding Glass Doors (w/ TPS,
Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports
No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06120/16, all signed &
sealed by Idalmis Ortega, P.E.(submitted under file 916-0629.17)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked —up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated
glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated
04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11-
1013:22)
3. Test reporton 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 Aluminum outswing doors w/sidelites,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/0512007,
signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.021#11-1013.22)
C. CALCULATIONS (Submitted under file 915-0528.24)
1. Anchor verification calculations and structural analysis dated 05122115, complying with FBC-
214 (51 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME,1300-02, 04 & -09.
D. QUALM ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
Ishaq L Cbanda, Y.E.
Product Control Examiner
NOA No.17-0504.01
Expiration Date: October 18, 2022
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16.
2. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16.
F. STATEMENTS (Submitted under file #15-0528.24)
1. Statement letter of conformance to F13C 2014(50' edition) and letter of no financial interest,
prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA 415-0528.24, expiring 10/18/17.
2. Test proposal # 16-0152 dated 01/09/16 approved by RER
3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15,
dated 04/04/2012 and last revised on 09/17117, prepared by PGT Industries, signed and sealed by Anthony
Lynn Miller, P.E.
B. TESTS
1. None.
C. 1. Anchor verification calculations and structural analysis dated 08/01117, complying with FBC-
2014 (5TH Edition) & 2017(6t1 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTMF,1300-02, 04 & -09.
D. 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. (former E.I. DuPont
DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former
"Kuraray Butacite PVB Interlayer)", expiring on 07/08/19.
2. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5's edition), FBC 2017(61h edition) and letter of no
financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises & renews NOA 416-0629.17, expiring 10/18/22.
Ishaq I. Chanda, P.E.
• Product Control Examiner
NOA No.17-0504.01
Expiration Date: October 18, 2022
Approval Date: September 28, 2017
E-1
SERIES 101 OUTSWING, IMPACT RESISTANT
FRENCH DOOR AND SIDE LITE
1) GLAZING OPTIONS: SEE BELOW.
2) DESIGN PRESSURES: (SEE TABLES 1 40N SHEET 2.
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,
3) CONFIGURATIONS: Y. O XX, XO, OX, XXO, M, OHO AND OXXO.
4)ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR
ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDNG BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FBC, CURRENT EDITION.
5)SHUTTERS ARE NOT REQUIRED.
6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED
SEALANT.
7) REFERENCES: TEST REPORT FTL-4961, 5212 & 8864; ELCO ULTRACON 8 CREIEFLEX NON$
8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING
JURISDICTION (AHJL
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT
(LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD.
&16-HS
21 ON SHEET 2, TABLES I& 2 REFER TO PRODUCTS THAT ARE
.o90-PVDI
REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE
INTF
UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF
IM-AHORHS
YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES.
EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE
NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED
]2
DESIGN PRESSURE FROM STEP 1.
3) DETERMINE YOUR ANCHOR GROUP FROM TABLEN THIS
3D
SHEET AND YOUR GLASS TYPES, (A- D), FROM THE GLAZING
71
DETAILS ON THIS SHEET.
a
4)FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO-.
L
YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES
REQUIRED.
5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION
GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14
& 15 SHOW INSTALLATION CROSSSECTIONAL DETAILS.
J L._313'NNLO
I 1 GIA9RSrfiCK
1/YOLAS
BITE
AN -ANNEALED
HS=HEATSTRENGTHENED
TP=TEMPERED
DESIGN PRESSURE RATWG
IMPaCCr RARSN&GS
SEETABIESI.4
ON SHEET 2"
MRIASTSD MLL
Mln.
Anchor
Anchor Typo
Fmma
MI.Substrate
Eor
Dmrp
Member
OlB nee
DI51ents
MOMInl
or Motel
Thickness
114'Ec0 ItreCmD
Concmle (m1n.205 el)
1.L4•
13/B"
1
F =155 ks1, Fe 171 KSI
Jamb
Hop. BNCK (ASTM C90J
ly4':11-W4'
'
All
ncrele lm A. 3.35 k5l)
1-314'
JemOHOIIPBBWk
S1MC90
1.V4'F=127.4kal,
2
11P 410 SS E co cwxm t®
A0
SoWhem Piro(SG C55)
1'All
F�189.7ke1
SoWhemPlna (SG=0.55)
9I18'.
Ail
AB05340AIt lnum:�
am,
1)A ANCHOR HEADTYPES ARE APPUCABLE.
21 MIIN OF 3 THREADS BEYOND METALSURSTRATE
37 METALSUBSTRATETO MEET MN. STRENGTH AND THICKNESS RECUmEW11TS PER CURRENT RORDA
BUEDNO CODE AND TO BE REVIEWED BYTHEAUTHORRYHAVWOJURISOIf.'RQV.
CODESISTANDARUSUSED:
F
LORIDA BWLDNGCODE ((FBC), STH EOMON
LCR.A BUILDNGCODE (FBC), STH EDR10N
E1300-09F&PA NDS-2015 FOR WOOD CONSTRUCTION
UM DESIGN NANLLIL ADM-2015
D0.12
60.10
-� r711W NOM. 13110'
O SSTACK GLAS99
1/8" HS
1/4'AIR
VISTPGI
MrS C
7116' LAMI NOM.
GLASS TYPE C (PVBA
GLASS TYPE D. (PVB2)
GENERAL NOTES...........
i
GLAZING DETAILS _.........
I
DESIGN PRESSURES ......
2
VERT. SECTIONS.............3
HORIZ. SECTIONS ...........
4
PARTS LIST ......................
5
EXTRUSIONS ..................
6
ANCHOR QUANTTTY........7-13
IN57ALLKIION.......... _.....
14-15
090-PVBi
In-GLA55
BITE
-a
13/16' LAMI IG NOM.
GLASS TYPE
PVBI =.09W TROSIFOLO PVS 6Y KURARAYAMERICA, INC.
PVB2 -.090' SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
I4MODUCFREVWAD �
t
BBVc P�d�4 4AY
e F)PEOROANIZEO9HEETGAND
UiDATEO TO FHC 401]. AODEO
LJR-OV1 AALIM SUBSTPAI£-
p JR-ONINi]
DESIGN PRESSURES FOR REINFORCED DOORS.ALL GLASS TYPES
X FRAME
WIDTH
XX FRAME
WIDTH
FRAME HEIGHT
6A5ffTrF
70-833'4'
673N"
913tr
jG°S3 O"
6° 71314
+76.0 - 6.0
+76.0
.76.0
+76.0 -75.0
760 A5A
75.0 -75.0
DESIGN PRESSURES FOR REINFORCED SIDE LITES
GLASS
TYPES
FRAME
WIDTH
FRAMEHEIGHT
6°-79W4'
ro-nS,4-1
B73I4• I
913N'
I 0-66314°
273/4°
-75.0
1-75.0
+75.0
-76.0
1 +76.0
-76.0
•75.0
1 .76.0
+76.0
-76.0
A
361/8•
•i6.0
-76.0
•T5.0
.75.0
+71.4
-71.4
-67.6
47.6
464.2
-M.2
363N'
•76.0
46.0
N4.B
44.0
+]0,4
-00.4
86.6
S60
+63.1
A.1
4C,PORE
36 X4'
+75.0
-76.0
+75.0
-75.0
•76.0
-760
•760
-75.0
+75.0
-75.0
FORMA%. SIZES OF CO UNI70, SEE SHEETS 10-13.
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS
REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ).
EXAMPLE 1, (USING TABLES 1 8 2): XO WITH GLASS TYPE B.
REINFORCED,
33-1/2" WIDE X 703/4" HIGH SINGLE DOOR WITH IV X 793/4'
SIDE LITE (SEE NOTE 8)
DOOR DESIGN PRESSURE =+76 /-75 PSF
SIDE LITE DESIGN PRESSURE o+75/-75 PSF
OVERALL DESIGN PRESSURE =+761-75 PSF
EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C,
UNREINFORCED,
30"WIDE X 87-314"HIGH SINGLE D0OR WITH (2) 26" X673/4"
SIDE LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE -143.0 / 43.6 PSF
SIDE LITE DESIGN PRESSURE =+47.2 /-4T2 PSF
OVERALL DESIGN PRESSURE =+43.01-43.8 PSF
TABLES:
NOTES FOR ALL CONFIGURATIONS:
DESIGN
PRESSURES
FOR UNREINFORCED DOORS,ALL GLASS TYPES
1) FOR CONFIGURATIONS WHICH
CONTAIN A SIDE LITE TO DOOR
CONNECTION, (XO, OX. XXO, OXX,
OXO, OXXO), THE LOWEST DESIGN
PRESSURE SHALL PREVAIL.
2) FULL LENGTH REINFORCEMENT
(ITEM 22 SH0WN IN SECTION E-E,
SHEET 4), IS REQUIRED AT DOOR
TO SIDE LITE CONNECTIONS,
USINGTABLES 182.
31 DOOR AND SIDE LITE
XFRAM6
WIDTH
XX FRAME
WIDTH
FRAMEHEIGHT
6°-793'4'-833�4'
87314
91314°
B°-95 Y4°
2° 251R°
40 473'4"
+SBA .58.6
1 +55.4
1 -554 1
+62.4
-MA
+48.8
.49.0
447.4
47.4
271)2"
613'4"
+MS -WS
+61A
-51Ag
4486
-48.6
444.3
443
29112"
55 VC
+51.7 .61.7
+48.8
+43B
-43,8
441.6
41.0
26 3112'
6° W&C
+Q.00 49.0
+462
41.4
-41A
+333
-
38.3
2° 331W
6° 6391"
+43.1 -43.1
+43.1
E43.1
+353
-353
437.3
47.3
3512'
6T Y4"
+38.1 -W.1
+38.1
437.6
.37.6
+36.6
3S8WHEN
3° 3712'
8° 71 XC
+M.D .34.0
+34.0
+340
-340
+34.0
34.0
DESIGN PRESSURES FOR UNREINFORCED 810E LITES
GLASS
TYPE
FRAME
WIDTH
FRAME HEIGHT
B°-TB 3/P
7--8 3/4'
07314'
91 Y4'
0-953/4'
10314'
-75.0
-75.0
-76.0
-75.0
+76,0
-15.0
+75.0
-75.0
-75.0
.75.0
12 W4"
+76.0
-75.0
•76.0
-76.0
-76.0
-76.0
+76.0
-76.0
+76.0
-760
IB"
+72.4
-72.4
+885
S80
405.0
.65.0
•01.8
41A
+69.0
-89.0
A S. C. D
ORE
21314'
+Mb
fAb
4B1.0
-01.0
+67.6
-67S
40.0
SSA
4624
324
273/4'
+52.9
Z2.9
+49.8
49.8
+47.2
-47.
-44.7
44.7
44Z6
420
361/0•
•352
3s2
+352
35.z
•35.
J5.2
+352
352
4M.4
34.4
36 We
+34.0
34.0
+M.0
-M.0
+34.0
34.0
+340
39.0
4MO
34.0
FOR MAX. SIZES OF COMBINED UNITS, SEE SHEEIb WA U.
EXAMPLE 2, (USING TABLES 1 S 2): OXXO WITH GLASS TYPEA,
REINFORCED,
Off"WIDE X 85" HIGH DOUBLE DOOR WITH (Z) 30-1R"X 85" SIOE
LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE -+75 /-76 PSF
SIDE LITE DESIGN PRESSURE-+70.41-70.4 PSF
OVERALL DESIGN PRESSURE-+70.41-70.4 PSF
EXAMPLE 4, (USING TABLES 3 8 4): OXXO WITH GLASS TYPE B,
UNREINFORCED,
71-3/4" WIDE X 95.3/4' HIGH DOUBLE DOOR WITH (2) 353/4" X
95-3/4' SIDE LITES
DOOR DESIGN PRESSURE - -341.34 PSF
SIDE LITE DESIGN PRESSURE -.34/ 34 PSF
OVERALL DESIGN PRESSURE =+34 /-34 PSF
COMBINATIONS FROM TABLES 3
AND 4 DO NOT REQUIRE
REINFORCEMENT ITEM 2Z
4) DESIGN PRESSURES UNDER 40
PSF ARE NOT APPLICABLE IN
MIAMI.OADE COUNTY.
5) FOR DOOR -ONLY
CONFIGURATIONS (X, XX), ONLY
TABLE 1 IS APPLICABLE.
REINFORCEMENT, PART#22, IS
NOT REQUIRED.
6) FOR SINGLE, STAND-ALONE
SIDE LITES (0). ONLY TABLE 21S
APPLICABLE. REINFORCEMENT,
PART#22, IS NOT REQUIRED
7) CONFIGURATIONS WHERE THE
DOOR LOCKSTILE ABUTS A
SIDELITE ARE NOT AVAILABLE
WITH REINFORCEMENT.
8) FOR SIZES NOT SHOWN, ROUND
UP TO THE NEXT AVAILABLE SIZE.
(E.G. FOR 32""X" DOOR WIDTH IN
TABLE 3, USE 33-17Z')
NomrmvN
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=G)NO CNANOE9 THIS SHEET.-
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WITH EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A,
EXAMPLE 90"HNG TABLE DOOR(SEEN NOTE
8) A, 63.3/4"WIDE X91-3I4' HIGH DOUBLE DOOR (SEE NOTE B) - N4. 58705
32' WIDEX SO"HIGH SINGLE DOOR (SEE NOTE 0)
DOOR DESIGN PRESSURE PSF DOOROESIGN PRESSURE=•76l-75 PSF -*'
__[llil
GLASS TYPES (ALL TABLES THIS SHEET):
A. 3/8' LAMI (1/3` A. .090 PVB, 3/10- HSI
B. 3/8' LAMI (101IS, .090 PVB, 3/1 S' HS)
C. 7/16- LAM[ (3/1 B' A. OM PVS, 3116- HS)
D. 7116' LAM[ (3116' HS, .090 PVB, 3/16' HS)
E. 13116- LAMI 10 (3/16-TP, 1/4- AIRSPACE, 1/8" HS, .090 PVB, 3116" HSI
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� S_L SECT. E-E �S) U SL SECT. F-F
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NOT REQUIRED FOR
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INTERIOR
V
E CTERIOR
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NOT REQUIRED FOR
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SIDE LITES.
1) CLEAR OPENING FOR 2r AND'%%' DOORS AS FOLLOWS,
WABUt
IOVDORS=DOORFRAMEVROf l .-4.
HEIGHT,
DOOR •DOOR FRAME WU1H/2-/.0)D
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OOOft FRAME NEIGNf -3SSY
ASSEMBLED TO MAKE W.
CONRGURATIONS.
3) MILL LENGTH REINFORCEMENT APPLICARIE TO DOOR
AND SUE LIFE COMSMATIONS FROM TABLES 1 AND 2,
SHE02. ITEM 221S NOTNEQUIRED WITH COMBPLATIONS
FROM TABLES 3AND I, SHEET 2, OR WIFH STANDALONE'O,
'X'S'%%'CONFIGUPATIONS FROM TABLES 1 AND 2.
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XX DOORS,
ALL GLASS TYPES
ANCHOR TYPE 4
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2, J, W000
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12 CON
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i
6@qy
P
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RAM
WIDDL
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FRAME
HEXAHT
47.75
79.75
83.76
87.76
91.75
95.75
4
3
4
2
5
4
4
2
5
4
4
2
5
4
4
2
5
4
4
2
51.75
79.T6
13,75
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95.76
5
4
4
2
6
4
4
2
5
4
4
2
5
4
4
2
6
1 4
1 4
1 3
55,75
63JS
01 6
79.75J54
91.75
55.75
2
2
2
3
3
59.76
70.75
29
287.79
391.75
3S515
30.76
79.75
83.76
67.75
91.76
96.75
2
6
6
5 _
5
4
4
3
3
6
6
4
3
4
3
67.79
78.75
0.76
87.76
91.75
96.76
6
5
4
3
6
5
1 4
1 3
6
6
4
3
7
e
4
3
7
1 s
1 4
1 3
71.75
79.75
03.75
17.75
913
95.70
fi
1.5
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1 3
6
5
4
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5
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6
4
7
8
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MAX O.G.
9,wr
MAX.
FRAME
HEIGHT
T13N'LINCDOORFPAME WIDTH
TYP. ELEVATION OF XX CONFIGURATION
I-. ...- HEAD ,
DBSIgn Prefifium
O- DAee12. Table 1
NOTES:
1) SEE SHEETI FORGIASSANDANCHOR TYPECESCRPTONS.
2) DOORSMAYBE LEFT OR RIGHT-HANOEC
3) ANCHOR QUANTITIES ARE EASED ON SPACING AS FOLLOWS (4' MIN:
O.C. FOR CONCRETE, C MIN.OZ. FOR CMU):
JANBS (ALL1:13-1M' MAX. FROM CORNERSAND 2YV8' MAB.O.C.
HF U & SLLLOF rAXM 6' MAX. FRONT CORNER5.9' MAX. FROM
ASTRAGAL CENTERS AND V-7/P MAX O.C.
4) FOR SUES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SUE.
5) FOR ANCHORAGE DETAILS SEE SHEET 14.
,
/
/
\
WITH
XXMNWIDE 99TYPE A
/
\
BEER.
/
ANC"ORIDPESINT'HIGHDOIIBLE
ANLHORTTPE31NT0 WOOD
/
\
1395 DESIGN PRESSURE 14751.75 PRF,
D.C. a sCC WMR.E B, SHEET2 FOR DP EXAMPLE
w
/
\
4 91-14'
\
/
6DOOR ANCHOCHO PACH REQUIREMENTS FROM TABLE@
$ SANCHORS AMR
\
/
i 5 ANCHORS EACH DOOR PANEL® HEAD
EACHD DOOR
/
SANCHORS EACH DOOR PANEL 09111
\
\
/
/
OsEECRCFD VALUES ON TABLEfl
\
\
/
/
X •DENOTES PNOHOR LOCATION:
I I II
i 9 4'
LOAD ZONES FOR XX CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
r400ucrRESTLAty
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O SIDE LITE,
ALL GLASS TYPES
ANCHOR TYPE 4
SUBSTRATE
2. 3. WOOD
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1,2. CONC
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ZONES
0
w
0
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FRAME
HEIGHT
10.75
79.75
03.75
87.75
91.75
95.75
4
1
4
1
4
1
4
1
4
1
4
1
4
1
4
1
4
1
4
1
12.75
79.75
83.75
07.75
91.75
95.75
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
19.00
79.75
63.T6
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91.75
95.75
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
21.75
79.75
63.73
B7.75
91.75
95.75
4
2
4
2
4
2
4
2
4
2
4
2
5
2
4
2
5
2
4
2
27.75
79.75
83.75
87.75
91.75
95.75
5
2
4
2
5
2
4
2
5
2
1 4
1 2
6
2
4
2
6
2
4
2
38,13
79.75
8175
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91.75
95.75
6
3
4
3
6
3
4
3
7
3
4
3
7
3
4
3
7
3
4
3
36.78
79.75
83.75
87.75
91.75
95.7
6
3
4
3
6
3
4
3
7
3
4
3
7
3
4
3
7
1 3
1 4
1 3
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as;
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m
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LOAD ZONES FOR
SINGLE SIDELITE, 0
NOTES:
p SEE SHEET 1 FOR GLASSAND ANCHOR TYPE DESCRIPTIDNS.
2)ANCHOR CUANTITIES ARE BASEDON SPACING AS FCLL S(4'MN.O.C.FORFANCRETE.PMM.00. FOR CMUr.
JMIB5IALL1134IV MAX.FROM CORNERS AND2Jlff MAXO.G
HEAD 8 61LL OF SIDELRE5: 5' MAX FROM CORNERS AN02"C MAX. O.C.
3) FOR SIZES NOTSHCW . ROUNDUP TO THE NEXT AVAILABLE SIZE.
4) FOR ANCHORAGE NSTALATICN DUSEE SHEET 1&
Design Pressure
sae sNae1 z, Td4e z
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1
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10.75
25.50
79.76
83.75
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91.15
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4
2
3
5
4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
6
4
2
2
4
12.75
27.50
79.70
83.75
$7.75
91.75
95.76
4
2
4
5
4
2
2
4
4
2
4
6
4
2
2
4
4
2
4
5
4
2
2
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4
2
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4
2
2
4
4
2
4
6
4
2
3
4
19.DD
29.50
79.75
83,75
87.75
91.75
85.75
4
3
4
6
4
2
2
4
4
J
4
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4
2
2
4
4
3
4
6
4
2
2
4
4
3
4
8
4
2
3
4
4
3
4
6
4
2
3
4
21.76
31.50
79.75
13.16
87.75
91.75
85.76
4
3
5
5
4
2
2
4
4
3
6
6
4
2
3
4
4
7
0
6
4
2
3
4
5
3
5
6
4
2
3
4
5
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1 7
1 4
2
3
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27.75
3350
79.75
83.75
87.76
91.75
95.75
5
3
6
6
4
2
2
4
6
3
5
6
4
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6
3
5
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4
0
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7
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3
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3
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3G.13
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79.76
83.76
87.75
91.75
95.75
6
4
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4
3
3
4
8
4
5
6
4
3
3
4
7
5
5
6
4
3.
3
4
7
B
6
7
3
4
7
5
8
7
4
3
3
4
36.75
3750
79.75
83.75
87.75
91.75
85.76
6
4
1 6
5
4
3
3
4
6
4
6
6
4
3
3
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7
1 5
5
7
4
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6
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6
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LRE FRANEY/EVIDIDTN
AS WORN 73la'MAX DOOR+ SIDE LRE FRAME WIDTH
TVD CI FY/ATWVU nr7 XFT mMIzirl IRATION
IOX �
HB•MAX N--'I
SIMILAR)))
F"T ZOM• I
6 MAI
6
w
\
\
/
e
�SILLMNET.
_SILZON •E•4
LOAD ZONES FOR XO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
lOXSIMILM)
.NA,
Design Pressure
RelRfatee,t I See Sheet; TBNe41&2
UnimlobitecLi 8ee Sheet 2.Tetley384
NOTES:
1) SEE SHEET 1 FOR CLASS AND ANCHOR TYPE
DESCRIPTIONS.
2) DOORS MAYBE LEFT OR RIGHT-IIMmED.
3) ANCHOR QUANTITIES ARE BASED ON SPAONO AS
FOLLOWS (4• MIN.O.C. FOR CONCRETE, P MIN. O.C.
FOR CMU):
LAMMICL1:13414' MAX. FROM CORNERS AND
23-11V MAX O.C.
HEAD B SILL OF DOORS: B' MAX. FROM CORNERS
V WX FROM ASTMGN. De-F-/WO20.T/B'
MAX.O.C.
NEAO 6 5LU O F SIDE LITER: 0- MAX FRGM
CORNERSAND 21W MAX 0.C.
4) FOR SIMS NOT SHOWN. ROUND UP TOTHE NEXT
AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE
SHEETS 14 & IS.
'6) CONFIGURATIONS WHERE WE DOOR LCCXSMLE
ABUTS A SIDE LRE ARE NOT AVAe ARi c WHH
REINFORCEMENT.
7) SIDE LDE OVERLAPS DOOR BY 3/4' ONCE
ASSEMBLED.
EDADY:C29'Ci�
ayagpy�n6mibFkafb
�q&Cydtt3e Ii.o504.0�1
W}5M3eeBY.4L2�
EXAMPLE: r LRAVFr. W,:
XO WRH GVSSTYPE B,
3EX 94' SINGLE DOOR WITH 3WXSI' WIDE SDELRE.
ANCHORTYPE 31NT0 CONC.
DOOR DESIGN PRESSURE = F75 / -75 PSF
DOORANCHOR RE0131REMENTS FROMTABLE B:
4 ANCHORS ® DOOR JAMB
3 ANCHORS ® DOOR PANEL ® HEAD
D ANCHORS ® DOOR PANEL ® SILL
4 ANCHORS ® SIDE LRE JAMS
3 ANCHORS ® SD3E U7E ® HEM
3ANCHORS(RSOELRE@SLL
OSEE CIRCLED VALUES ONTABLE B.
X •DENOTEOMMMLOONDON.
OXO, ALL GLASS TYPES
ANCHOR WPE&SUBSTRATE
2.3,D
WOO,2.
3ALUM
1 CON,
LOAD
ZONES
m
•
A
i
O
w�
1
O
7
N
x
m
0
ww
J
al
0
U
x
MA•/.
SOELRE
FRAME
WIDTH
MIX
MDR
FRAME
WIDTH
HEIGHT
10.T5
Z3,50
79.75
0.75
87.75
91.75
95.75
4
2
T
4
2
a
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
WS
2750
779 75
W75
87.75
91,75
95.75
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
5
4
2
7
4
2
5
19.00
2660
79.75
83.75
67.75
91.75
95.75
d
3
8
d
2
3
4
3
74
2
3
4
3
6
4
2
5
4
3
6
4
2
6
4
3
8
4
2
5
21.75
31.50
79.75
83.75
07.75
91.75
96.75
4
3
8
4
2
3
4
3
8
4
2
5
4
3
8
4
2
5
5
3
8
4
2
0
5
3
TO
2
5
27.15
33.30
79.75
63.75
87.76
91.75
95JS
5
3
8
1 4
1 2
1 3
5
3
8
1 4
1 2
1 5
6
3
8
4
2
5
8
3
10
4
3
6
6
3
10
4
3
5
36.13
3560
79.55
83.75
07.75
01.75
95.75
8
4
8
4
3
5
6
4
6
4
3
6
7
5
8
4
3
5
7
5
10
4
3
5
7
5
10
4
3
6
36.75
37.50
79.75
MIS
07.75
91.75
96.76
6
4
8
4
3
5
6
4
8
4
3
5
7
5
10
4
3
s
7
5
f0
4
J
5
7
5
10
4
J
5
IWG CU. 111. 1.. inC vNna wvu a�uc u,c ivv�
DETERMINED INDEPENDENRY.
2o-7ro'MA%.O.G. MI1N � d A'V1K �I P I �-} 24Y4 MAC.O.C.
ISW MM.
L_
21118•
MAX. O.C.
loal
/
MkX.DL
6
/
Ml4(.OLO
-
3
-J--
MAX.DLODLO\
.DL
95 314'
MAX.
FRAME
HEIGHT
3&31VSIDE
11to
LRE FiPME WIDTH 'III+
37-1? MAX. DODR +-I
FRAMEWIDTH
ICB-UT MM. DOOR. SIDEUTE FRAMCWIDTH
NOTES'
TYP. ELEVATION OF OXO CONFIGURATION
(NOT AVNLABLE TNRH REINPoRCE- j
O• I 'ONE-�-ZONES-V
I
/
TnNICLLc-�
ZONE'F
Sim
ZONE-E•�
LOAD ZONES FOR OXO CONFIGURATION
Design Pressure
f@N/rceC: WA
U4MnbmM:I Sae SW 2- TSMea 354
1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
2) DOORS MY BE LEFT OR RIGWT DE0.
3)ANCHOR QUANTITIES ARE BASED ON SPACING AB FOLLOWS
(4-MIN. O.C. FOR CONCRETE, 4•MIN. O.C. FOR CMUS
JAMS (AU-: 13.11V MA FROM CORNERS AND 231IW
M".O.C.
HEAD & SILL OF DOORS: 8' MM. FROM CORNERS, 9-MM
FROM ASTRAGALCENTERS MID Z Wr MAX O.C.
HEAD & SILL OF SIDE LRES: S' MAX FROM CORNERSAND
243W W.O.C.
4) FOR SRE9 NOTSHOWN, ROUND UP TO THE N TAVAILABLE
SUE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS
14515
6) CONFIGURATIONS WHERE THE ODOR. LOCRSTILE ABUTS
S1UE UTE ARE NOT AVAMBLE WRN RENFORCEMEM.
TI SIDE UTE OVERLAPS DOOR BY WV ONCE ASSEMBLED.
BLE ID
XI: I S o Sheet
20i1B- WVLO.C. RelKwceO: Bee 9heB12, TeNeB 16 2
UnrelnbmM: See Sheet 2. TeNes J 8 4
6 MAX.
LP
]StlB•
MAXO.C.
4
E
T
11
TYP. ELEVATION OF XXO CONFIGURATION NOTES:
fOIIX SIMILARI
1)BEE SHEET I FOR GLASS AND ANCHOR TYPE
HEAD HEAD HEAD DESCRIPTIONS.
2)DOORSMAYBELEFf OR RIGHT44WDED.
3)ANCHOROUANTRIESAREBASEDON SPACINOASo
FOLLOWS(VMIN.00. FOR CONCRETE 4•MIN.O.C.
FOR CMU):
JAM9S(ALL):1b111• MAX FROM
CORNERSAND2MWMA O.C.
HEAD& SILL OFDOORS: W MAX FROM
CORNERS,BMAX. FROM ASTRAGAL
m CENTERS AND 30-TWhIAX. O.O
N HEAD& SILL OFSIDE LITES: 6-MAX. FROM
a COPNERSAND 24314•MA%. O.C.
4)FORSIZESNOTSHOWN,ROUNDUPTO THE NEM
AVAILABIESZE
!)PoRPNCHOMDE INSTALLATION DETAILS SEE
SHEETS14815.
6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE
ABUTS A SDE LRE ARE NOTAVAIIABLE WITH
RENFORCEMENT.
T) SDE UTE OVERLAPS DOOR BVAR-ONCE
ASSEMBLED.
ZONE 0 ZONE F' ZONE E'
LOAD ZONES FOR XXO CONFIGURATION
("It SIMILAR
XXO
ODUCBY6YWw
UaIYg CM.
AaepwBn41 .,D .0I
TiaBI,dBB o-l4 I? b 2
L�.
Ma,'ILWr �1
MAX(
MAX.saPBF4+N4M„IHMs
'1
p
F)NEWSHEETCOMBININGSIZE
ELEVATIONS, ZONE ELEVATIONS
AND ANCHOR TABLES.-JR.
0411MT
W d
g
Y� &
7N 6&
ZZ I
W ..
I
Z
®
O
N
o
a
�
W
W
°5
O
U
W
Q
ally
Y
O
N
O
¢
"
a
WO
O
O
x
vsaD
W
S
N
eN0
N
LL
0
waes
W
J
o
°ans
LY 1r1r4'Z''
�oN...... N
VOENs
�•. `�`�
N.. SBTOS
]*[ }-
:)O.(�•`. S qf, IT
At
' 'SS70NAL 6NGq
r11r11111`B`�
A LYNN MILLER P.E.
v.EJlPM3
CHOR QUANTITIES
DETEMNED
WDFPENOENRY.
TITHE
DOOR
DSDE
LITE
IU
tlE
&,OXX, ALL GLASS TYPES
ANWORTYPEe SUB57M1E
], 3, WOOD
9 ALUM
12 CONG
LOAD
ZONES
�
D
�
o
i
4
Y
0
0
3i
SDE UIE
FRAME
Y4DIH
DOOR
FMME
WDIH
FRAME
10.T5
47.75
79.76
BJ.75
07.75
91.75
B5.T5
4
2
4
J
8
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
]
5
4
7
4
2
4
2
3
12.75
51.75
18.T5
83.75
8T.75
91.75
H5.76
4
2
O
4
7
4
2
4
2
7
4
7
5
4
7
4
2
4
2
7
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
6
4
7
4
2
9
3
6
19.00
55.76
78.75
07.76
87.75
81.75
95.75
4
J
5
4
7
4
2
4
2
3
a
J
6
4
7
4
2
4
2
3
A
3
5
4
7
4
2
4
2
3
4
J
8
4
7
4
2
4
J
5
4
J
&
4
8
4
2
4
3
5
21.75
58.76
79.7fi
B3.ID
87.75
91.75
05.75
4
3
6
5
B
4
2
4
2
3
4
J
5
5
B
4
2
4
2
3
4
7
6
5
B
4
2
4
3
5
5
J
8
5
B
4
2
4
3
6
5
J
.8
5
8
A
2
4
3
5
27.75
83.76
78.75
83.75
87.75
H1.76
95.75
6
J
6
5
B
A
2
4
2
3
5
7
6
5
e
4
2
4
3
6
6
J
6
5
B
4
2
4
3
5
B
3
6
5
8
4
3
4
3
5
B
J
7
6
10
4
3
4
3
5
3&13
87.75
79.T5
83.76
8T.75
B1.75
95.76
e
4
6
5
B
9
3
4
J
5
6
4
6
5
B
4
3
4
3
5
7
5
6
5
B
4
3
4
J
6
7
5
7
8
10
4
3
4
3
S
7
6
1
6
10
A
3
4
3
6
39.75
T1.75
79.75
03.76
87.76
91.T5
8575
8
4
6
5
B
4
3
4
J
9
8
4
6
5
B
4
3
4
3
5
T
8
6
5
B
4
3
4
3
5
7
6
T
8
10
4
3
4
3
5
7
3
T
8
10
4
3
4
3
5
B'MAX.
�^I1
1 �
CMNL � 243H' MN(.O.C.
�
6' MAX.
/
\
SEE TABLE91<,
SHEET2 FOR
]11IA•
MW(.0.0
9
\
REINFORCEMENT
i
/
\
REGUREMENTS.
Di3!
MA)C
B
/
�ZONE'0'
�LONE'F�20NE-E•�
�__. SILL
}_ SILL
MID, ALL GLASS TYPES
ANGHORTYPE & SUBSTRATE2,3ALUM3.
=
1.2 GONG
LOAD
2MES
I.
o
M
�y
x
o
o
)li
�y
o
L
is
MAX
51DE LRE
FRAME
WDFH
TM'
DOOR
FRAME
WIDTH
NAX
iRAME
HEIGHT
10.76
47.76
79.75
83,75
87.75
8T.75
95.75
4
2
6
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
12.75
51.75
78.75
8375
87.75
91.75
0.75
4
2
1 71
4
12
1 3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
5
19.00
55,75
78.75
83.75
87.75
91.75
M-75
4
3
7
4
2
3
4
3
7
4
2
3
4
3
7
4
2
3
4
3
7
4
2
5
4
3
B
4
2
5
21.75
59.75
79.75
83.75
87.75
91.75
95.75
4
3
8
4
2
3
A
3
8
4
2
3
4
3
8
4
2
6
5
3
8
4
2
5
6
3
8
4
2
5
27.75
W.75
7175
M.75
67.76
91.76
9575
5
3
6
4
2
3
5
3
8
4
2
5
6
3
8
4
2
5
8
3
B
4
3
6
8
3
10
4
3
5
36,13
67.76
79.75
0.75
87.75
81.76
95.75
6
4
8
4
3
6
8
9
6
4
3
9
1
5
B
4
3
6
7
5
tO
4
3
6
T
1 S
1 IGJ
4
1 3
1 5
36.75
71.75
79.75
83.76
87.75
91.76
85.76
6
4
5
4
3
5
6
7
4
5
1 9
9
4
4
3
3
6
5
7
5
10
4
7
8
10
4
3
5
ANCHOR WIWTRIE9 FORTHE DOOR AND SID LI TO EE
DETERMINED INDEPENDENTLY
6•
MAX. -�
2MW
MA%. O.C.
^T
Or
2G
0-7/8'NA%.O
B'MAK �I
Bn
III
I I
6•MA%.
I 6NW%.
I
�L-.. �B'MAX.
I 36-316'MA%. O.C.
05.9
MAI
HEIG
UM�DLO
/
\
\
44A116\
MA%. DLO\
\
/
/
/
SEETABLESIA
SHEET]FOR
RDNFORCEMEM
REQUIREMENTS.
MAX. BLO
3"d MAX. SIDE 71JITMAX. DOOR FRAMEW. -+{�
LRE FRAME YADTH
143.V4• MAK ODOR - 9DE LITE FMNE WIDTH
TYP. ELEVATION OF OXXO CONFIGURATION
�ZHEAD
ONEF�
ZONE
L^ CNE'F'�Z[NE•E'�
r
'
i
o
/
\
\
N
\
/
WL20.L6•+j
SILL20.)r
ZONV
ZOILLNE
B'MA%
SILL
I
�111
--2QNEL6
LOAD ZONES FOR OXXO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
NOTES:
I)SEE SHEET MR CLASS ANDANCHOR
TYPEDESCRIFTION3.
r 2) DOORS MAY BE LEFT OR RIGNT40WDED.
iE 3) ANCHOR QUANTITIES ARE SPEED ON
R SPACING AS FOLLOWS (4'WK. O.C. FOR
CONCRETE,4 WIN. O.C. FOR CMUX
JAMBS(ALL); 1d-1/4-NAX.TROM
CORNERS AND 2 IW MAX. O.C.
HEAD S SILL OF DOORS:6 MAX. FROM
CORNERS, W MAC. FROM ASTRAGAI.
CENTERS AND 24-70'NVVL OG
HEAD & SILL OF SIDE LITES:6 MA%.
FROM CORNER9 AN-- --
4) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE 0I2E.
B) FOR ANCHORAGE INSTALLATION DETAILS
SEE SHEETS 14 & 15.
S) CONFIGURATONS WHERE THE DOOR
LCCHSTILE ABUTS ASIDE ME ARE NOT
AVAILABLE WITH REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY We ONCE
ASSEMBLED.
AMA E:
M
OXXOWITH XRS- HYPER.
WTTA (YAOE X B&a4•HIGH DOUELE DOOR
WITHANCHO 3IL316' %B5-COBIDE TE.
DESIGN PRESSURE,
CONCRETE,
DESIGN PREBSURHEET2 44 PSF,
Ip SEEEXAMPLE46MEEi2FOft DP E%AMftE
OCOR ANCHOR REQUIREMENTS PROM TABLE It
m 4ANCI ORC® EACH SIDE LITE JAMB
i3 6ANCHORS EACH DOOR PANEL ®HEAD
SANCHORSEACHDOORPANEL- LL
3 ANCHORS EACH SIDE LITE ® HEAD
3ANCHOR3 EACH SIDE LITE O SILL
OSEE CIRG.ED VALUES CY! TABLE 11.
X-DENOTESANCHORLOCATION.
F) NEW SHEET COMBINNG SQE
$ ELEVATIONS, ZO ELEVATIONS
MILKY HORTABLES.-JR-
1Hnan
3
2a
Q
R
3
"a
KG zz
$
y
0, C
o
LL
W
Z
FB
W
O
�Zm
O
N
y
D:
O
h,os
$
®
O
Bd
0
of
4
O
�
#
o
O
O
011l
�'+x
savl
EDGEDISTANCE— r EDGE
rOISTANCE
2X4`.000 SEETABLE_ EDGE gSTANCE �—
BUCKNOIE 1 0. SHEET 1 SEE TABLE
1%WOOD _T^EMBEDMENT A,SHEETI
BUCK NOTE 1
EMBEDMENT
1— V4'MAKSHIM 1/4'MAK.SHIM 1/CN". SHIM
I
SCETABLE SEETABLE
A SHEETI A. SHEET I
DOOR HEAD (WOOD) DOOR HEAD (GONG) DOOR HEAD (ALUMINUM)
EMBEDMENT—EMBEDNBNT+I
ll4'MACEH0.1— 1qlXWOCD
'1lV MAX SHIM
3EDGEDIBTANDE EDGE DISTANCE EDGEgSTANCE
i STAGGERED STAGGERESTAGGERED
ANCHORS ANCHORSEETABLEr 4DBB0. mm 1
mWDOD SEE TABLE _
BUCK NOTE1 BUCK, NOTE 1 A, SHEET 1
DOORJAMB(WOOD) DOOR JAMB (CONC) DOORJAMB(ALUMINUM)
rSEE TABLE A. SHEET 1 SEETABLE 0. SHEETI rSEE TABLE A, SHEET I
1 W'MAX SHIM �1/4.MAX VIII IH'NA%. SHIM
SEE TABUS
SEETABIP t" `'.' A,SHEETI
A. SHESTI L• ..-y'.•', ,,•
DMENT EMBEDMENT
i%WOOD I-.—�I—EDGE DISTANCE WC-E DISTANCE
DISTANCEEMBEBUCK NOre I
DOOR SILL (WOOD) DOOR SILL (GONG) DOORSILL (ALUMINUM)
I. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 112-THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2%ARE 1 1/2'
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
2.IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN J. (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRA'I E IS WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT
AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR
3. TYP. ANCHOR TYPE; EMBEDMENT & EDGE DISTANCE PER SUBSTRATE. SEE TABLE A. SHEET 1.. (ALL HEAD & SILL SECTIONS)
NtODUCfg6V®!
�npybE vhUro.M1,LL
Am�YmM /%'B .DI
EUp�Iw lYle O
SEETABLE I�—EDGE DISTANCE —
2KWOOD EDGEDISTANCE A SHEETt7\ — ^� .III Imo'—EDOEDISTANCE'
BOCK NOTEI r�� I SEETABLE
EMBEDMENT A SHEETI
—� EMBEDMENT U-� TIF
SIDE LITE HEAD (WOOD)
SIDE LITE JAMB (WOOD)
IKWDOD J ll4'MAX SNIM
SHIM BUCK,
NOTE
see TABLE
A. SHEET
—1p
SIDE LITE HEAD (GONG)
SEETABLE
ACE A,SHEETI
-EMBEDMENT
EDGEDISTANCE
1K WOOD SUCK, NOTE 1
SIDE LITE JAMB (CONC)
r—SEETABLEA,SHEETI
1f4'MA%.BHIM I
SEETABLE
A. 3HEL'T1
SIDE LITE HEAD (ALUMINUM)
SIDE LITE JAMB (ALUMINUM)
BUCK NDTE1 1 SHIM
SEETABLE
�— EMBEDMENT SEETABLE , A. SHEETI
® ASHEETI i
EMBEDMENT
EDGE DIBTANCE MWODD EDGE DIBTANCE
BUCK NOTE 1 -
I ——EBGEDISTANCE SIDE LITE SILL (ALUMINUM)
SIDE LITE SILL (WOOD) SIDE LITE SILL (CONC)
1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 110
THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
2.IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC 15 REQUIRED BETWEEN THE GROUT
AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
EXTERIOR INTERIOR
3, TYR ANCHORTYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS)
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A LYNN MILLER P.E.
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