HomeMy WebLinkAboutNOA- 8-5-16MIAMI-MADE MIAMi-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control
Section that this product or material fails to meet the requirements 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 "CA-740" Outswing Aluminum Casement Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM &
SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05105116, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product
Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 15-0519.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.16-0629.21
-'
MIAMWADE COUNTY Expiration Date: April 11, 2018
f616 FileCoro�v`� Date: August ]1, 2011�'� Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.12-1218.09)
2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM",
sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of a series CA740 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test
Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No.12-1218.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.13)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
I. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuel fem P'E.
Product Contro ElZ29.21
iner
NOA No. 1
Expiration Date: April 11, 2018
Approval Date: August 11, 2016
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. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5 h Edition (2014), dated May
16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.13)
2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0519.13)
3. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No.15-0519.13, issued to PGT Industries for their Series "CA-
740" Outswing Aluminum Casement Window - L.M.I." approved on 07/16/15 and
expiring on 04/11/18.
-)Wa M �-' -/ A -A � �' -
Manuel erez
Product Control Ex mine
NOA No. 16- 29 1
Expiration Date: April 11, 2018
Approval Date: August 11, 2016
E-2
GENERAL NOTES: SERIES 740 IMPACT -RESISTANT
CASEMENT WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 39 IN THE HVHZ, THE
OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE
COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR
EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS
AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3. SHEET 4.
4) ALL WOOD BUCKS LESS THAN 1-1/2' THICKARE TO BE CONSIDERED 1X
INSTALLATIONS. 1X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1W THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON
TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF
THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,
FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL!
CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE
33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF
ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-7066, 3579. 3580, 3724; ELCO ULTRACON
NOA; ELCO CRETEFLEX NON ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND
ADM ALUMINUM DESIGN MANUAL
TABLE 1
Glass Types
Sheet #
1
5/16' Lami (118 An - .090" PVB -118 An)
5
2
7/16" Lem! (3116 An - .09D' SG - 3/16 An)
6
3
7116" Leml (3/16 HS -.090' SG -3/18 HS)
7
4
7/8- Lami. IG (1/8" An - 7/16' Air - 118' An - .090' PVB -118' An)
5
5
7/8" Leml. IG (1/8" T - 7116' Air -118' An ..OBO' PVB -118' An)
8
6
71W Lami. IG (3/16" An -1/4" Air- 3/18" An -.uW' SG - 3/1 " An)
9
7
7/8" Lami. IG 3/16" An -1/4" Air- 3118' HS -.090' SG - 3/16" HS)
7
8
7/8' Lami. IG (3116' T -1/4" Air - 3/16" An - .090" SG - 3/16' An
9
9
718' Laml. IG (3116" T - 114" Air - 3115" HS -.UUW tiG - 3116' HS)
I7
'PVB•= BUTACITEP P®VB BY KURARAY AMERICA. INC.
"SG'=SENTRYGLAS BY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING
i IMPACT RATING
VARIES,
SEE SHEETS 5.9
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
Sns' LAlNNATEDNATED
STACK 7nGLASS STACK
GU1SS STACK GLASS STACK
T i .091Y BUTACITE�VB /�
'I8•ANNEALED 1 L_�-- AMEPoCAINC.
3T WIDTH
- 25.476" MAX. O.C. IF WIDTH IS EXTERIOR
UNDER 33,476' (HEAD 8 SILL
4' MAX
f—� B, SEE SHEET 2
35
i
A
69'
VISIBLE
LIGHT
HEIGHT
(DLO)
3
17-112• I
MAX.
A. SEE O.C. GLASS TYPE 1
SHEET 2 +
� GLASSNFITLFD
GLASS
11! 66" G1 LASS BITE
3n6" ANNEALED OR
1EATSTRENGTHEN=D
GLASS
EXTERwa 38
►-3W=
- .696-SGPeY KURARAY
AMERICA, INC.
3116'ANNEALED OR
—HEATSTRENOTHENEI
GLASS
11/ G61 ' LASS BFrE
GLASS TYPES 2 & 3
718' NOM. 71W NOM.
GLASS STACK 6118`LAMINATr'O GLASSSTACK GLASS
STACKED
6' MAX. GLASS STACK
O.C. GLASS STACK
/1B'ANNFJJ.ED GLASS ju�1B'ANNFALEryOR
USE ANCHOR
rncA
PAIR AT EACH
1B•ANNFJ
JAMB IF
���
HEIGHT IS
26'OROVER
EXTEROR
76"
HEIGHT
3
B
14.12' MAX. O.C.IF WIDTH IS
4' MAX. 33.476' & OVER (HEAD & SILL)
30' VISIBLE
OPENING(DLO)
TYP. ELEVATION OF CASEMENT WINDOW
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), STH EDITIQN
-ASTM E13OD-04
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2010
• AISIS100-07/S2-2D10
•1111uIu1,
GENERAL NOTES .............................1
ELEVATION ....................................... 1
GLAZING DETAILS ........................... 1
INSTALLATION ..............................-. 2
ASSEMBLY TUBE DETAILS .... _....... 3
ANCHOR SPECIFICATIONS............ 4
ANCHOR QUANTITIES.....................4
DESIGN PRESSURES ...................... 5-9
ASSEMBLY DETAILSIBOM.............. 10
EXTRUSIONS!SPACER.................... 11
A,
�";"70NA�"1111L1
A LYNN MILLER, P.E.
1/4'
,1/8•ANNEALED
'--LASS — EXTERIOR
11/16"GLASS BITE �r"
.090• SGPBY KURARAY
AMERICA, INC.
4
11116" GLASS BITE
GLASS TYPES 4 & 5 GLASS TYPES 6 & 7
TAr M NO
GLASS STACK GLASS
STACK
GLASS STACK
3tIG ANNEALEDOR
EATSTRENGTHENEOCLASS
1/4'AIRSPACE pgD•SG®BY KURARAY
3!16'TEAIPERED AMERICA. INC.
GLASS 3n6'ANNEALED OR
CLASS
11 /16' GLASS BITE
GLASS TYPES 8 & 9
rised By: Dote: Revision B:
JR 05/05/16 ADDED SHEET 11
WITH SPACERS.
vised By: Dole: I Revision A:
PRODUCr REVISED
as complying with dw Flatida
Rui{dmg Code
A ce»1(p-o62 �2"
ey
iv5emi
GLAZING DETAILS J ROSOWSKI
1070 TECHNOLOGY DRIVE Title:
N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM 8L SM 08/08/12
P.O. BOX 1529
NOKOMIS: FL 34274 Series/Model. Scale: Sheet: Drawing No. Rev:
CERT. OF AUTH. #29296 CA-140 NTS 1 OF 11 MD-CA740-LM B
INSTALLATION
OPTION 1 EDGE
INSTALLATION ANCHORS DISTANCE
INTO 2X WOOD.
AS REQUIRED PER
TABLE 3, SHEET 4
ATTACHEDTO
FRAMEJAMB
EXTERIOR
ATTACHEDTO r
VENTJAMB L
WINDOW
HEIGHT �
VISIBLE
LIGHT
HEIGHT
(DLO)
ATTACHED TO
FRAMEJAMB
(i
ATTACHED TO r
VENTJAMB L
Q
38 39
20
82
21
8
1 n�
EDGE DISTANCE
EMBEDMENT
—f
INSTALLATION
OPTION 2
CONCRETFJCMU INSTALLATION ANCHORS
PERANCHOR DIRECTLY INTO MASONRY.
REQUIREMENT
TYP. ANCHOR e': MAX
SHI
TYPE, SHIM
EMBEDMENT
AND EDGE ' ;'q 4 8
DISTANCEPER
SUBSTRATE,
SEE TABLE 3,
SHEET 4.
EDGE rr
DISTANCE
82
EMBEDMENT 24
OPTIONAL ADDON r
FLANGE @ HEAD,
SILL & JAMBS
SEE
JAMB
NOTES: Ai,
HARD-
1) USE ONLY SUBSTRATE -APPROPRIATE
WARE
ANCHORS LISTED ON TABLE 3, SHEET 4.
FOLLOW EMBEDMENT AND EDGE
BUCK
DISTANCE LIMITS. ANY INSTALLATION
HEIGHT
OPTION SHOWN MAY BE USED ON ANY
SIDE OF THE WINDOW.
ATTACHED
FRAME
2) ALL WOOD BUCKS LESS THAN 1-12'
JAMS
AMB
THICK ARE TO BE CONSIDERED 1X
'
INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL UNIT MAYBE INSTALLED
ATTACHED TO
VENT SILL
BUCK WIDTH
ATTACHED'
16 FRAME SILL
L OPER18
BEATOR ARM
O VENT SILL
LIGHT WIDTH (DLO) —
FOR SNUBBER REQUIREMENTS,
SEE TABLE 4, SHEET 4. WINDOW WIDTH
HORIZONTAL SECTION A -A
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL.
912 STEEL
SELF -DRILLING
SMS, SEE TABLE
3, SHEET 4.
DADE APPROVED
MULLION, ALUMINUM,
STEEL FRAMING OR
r STEEL STUD.
EXTERIOR
ID
EGRESS FORMULAS:
WIDTH, WASH HINGE: WINDOW WIDTH -13-12
NOTES:
WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-12
/
1) WHEN INSTALLING
COMBINATION UNITS,
HEIGHT. WINDOW HEIGHT-6
ADDITIONAL INSTALLATION
VISIBLE LIGHT FORMULAS:
10' MAX.
ANCHORS MAY NEED TO BE
WIDTH: WINDOW WIDTH - 7
r
INSTALLED THROUGH THE
WINDOW FRAMES AT 10" MAX.
HEIGHT: WINDOW HEIGHT-7
I` —
FROM EACH SIDE OF THE FRAME
I
ASSEMBLY TUBE CENTERLINE.
1
�\ !�
W
SEE TABLE BELOW:
DIRECTLY TO SUBSTRATE. WOOD BUCKS—+� �— 10" MAX.
DEPICTED AS 2X ARE 1.112' THICK OR —� SEE DETAIL A2, BELOW
GREATER. 1X AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE. I
WOOD BUCK DESIGN AND INSTALLATION 1111DETAIL
IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE 1/4.DETAIL
Al A2
19 84v 1XWOOD
����LL1111 BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
1/4' MAX SHIM
EMBEDTMENT
INSTALLATION OPTION 3 VERTICAL SECTION B-B
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY.
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1529
:,. NOKOMIS, FL 34274
A. LYNN MW.ER, P.E. CERT. OF AUTH. #29296
P.Eq 58705
Additional Anchors Regolmd on each Sift of the Fro" ASSOnNy I M (FAT)
LL
WlndoR
Wdth
Anchor
A
Type
18, C & D
0
0
A'
Anchoriype
A
BC&D
'0'
0
1
t
1
Revision
A:
PRODUCT REVISED
as esmMYIDS Fki
Buildm8 Code
Aaaplmce2to I�O'a0 •�.�
'rziion Dais � ioi$
Me
iemi ade Pyodlsl Cadx
Desedpti— yr e, oy:
CROSS SECTIONS & INSTALLATION J ROSOWSKI
ride: Dote:
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Series/Model: Scele: Sheet: Drawing No. Rev:
CA-740 NTS 2 OF 11 MD-CA740-LM B
CASEMENT (X)
79
WINDOW
HEIGHT
1 WINDOW
�I WIDTH
740 SERIES
CASEMENT EXTERIOR
WINDOW j2
FOR SINGLE UNITS:
1) DETERMINE YOUR WINDOW SIZE
AND GLASS.
2) KNOWING YOUR ANCHOR TYPE
AND SUBSTRATE, DETERMINE
YOUR ANCHOR GROUP FROM
TABLE 3, SHEET 4.
3) FROM SHEETS 5-9, FIND THE
SHEET FOR YOUR GLASS TYPE.
FIND THE PRODUCTS DESIGN
PRESSURE FROM THE TABLE
LABELED 'DESIGN PRESSURE
(PSF) FOR SINGLE WINDOWS, ALL
ANCHOR GROUPS'.
4) DIMENSIONS SHOWN ARE
TIP -TO -TIP. FOR SIZES NOT
SHOWN, ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE
TABLES.
5) USING THE TABLE LABELED
°WINDOWANCHORS REQUIRED'
(TABLE 2, SHEET 4), DETERMINE
THE NUMBER OF ANCHORS
NEEDED IN THE HEAD, SILL AND
JAMBS OF YOUR WINDOW.
6) INSTALL AS PER THE
INSTRUCTIONS ON SHEET 2.
CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO)
SEE NOTE 7, THIS SHEET
FIGU
I
740 740
SERIES ASSEMBLY SERIES
CASEMENT CASEMENT
WINDOW TUBE WINDOW
i . 1 I �
Ll
FIGURE 2:
740 SERIES/
AWNING
�Q
WINDOW
/ Q
D FRAME
ASSEMBLY
TUBE
FRAME ASSEMBLY TUBE NOTES:
10'. SEE NOTE 7,
D
THIS SHEET
1) DIMENSIONS SHOWN ARE
740 SERIES
TIP -TO -TIP DIMENSIONS FOR EACH
—CASEMENT
INDIVIDUAL WINDOW. FOR SIZES NOT
/
WINDOW
/
SHOWN, ROUND UP TO THE NEXT
/
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLES.
E
-- FRAME
2) ANY 740SEPJES PRODUCT
- 'ASSEMBLY ��
(CASEMENT, AWNING OR FIXED
/
—E TUBE
CASEMENT) MAY BE ATTACHED TO
/
THE FRAME ASSEMBLY TUBE..FOR
ALL WINDOWS, USE THE WINDOWS
740 SERIES
FU(ED WINDOW
ANCHSIZE AND
GE,
NOA
/
LIMITATIONS.
DESIGN PRESSURE LIMITATIONS.
DESIGN PRESSURE
*SEE PRODUCTS NOA FOR
3) ALLWINDOWS IN THE
INSTALLATION SPECS
COMBINATION UNIT MUST BE ABLE TO
INDIVIDUALLY COMPLY THE
REQUIREMENTS OF THEIR
RESPECTIVE NOA.
MIN.#12X1'SMS
THROUGH
INSTALLATION HOLES
-
MIN. #12X LL
1' SMS K
THROUGH
INSTALLATION
HOLES
740 SERIES FRAMEOR
740 SERIES
CASEMENT EXTERI
ASSEMBLY
CASEMENT
WINDOW
ID TUBE
WINDOW
EXTERIOR
HORIZONTAL SECTION GC
FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D
4) FRAME ASSEMBLY TUBE TO BE
740 SERIES
T40 SERIES
FASTENED WINDOW, AS SHOW IN
AWNING
CASEMENT
IT
SCREW MIN
WINDOW
WINDOW
SAME
METAL SCREWS. USE THE SAME
METALUSE
SPACING AND QUANTIFY AS THE
FRAME
OPPOSITE FRAME MEMBER.
FRAME
ASSEMBLY
5) THE FRAME ASSEMBLY TUBE MAY
—ASSEMBLY
TUBE
NOT EXCEED 62' IN LENGTH (AS USED
TUBE
MIN. # 12 X
IN A 63' FLANGED WINDOW) OR BE
1' SINS
USED IN TEE OR CROSS
740 SERIES
THROUGH
CONFIGURATIONS.
CASEMENT
INSTALLATION
WINDOW
HOLES
6)THE FRAME ASSEMBLY TUBE IS
NOT REQUIRED TO BE CUPPED TO
THE SUBSTRATE. ALL EXTERIOR
JOINTS TO BE SEALED BY INSTALLER.
740 SERIES
EXTERIOR FIXED
7) FOR ALL COMBINATION UNITS,
CASEMENT
WINDOW
ADDITIONAL INSTALLATION ANCHORS
MAY NEED TO BE INSTALLED
THROUGH THE WINDOW FRAMES AT
10' MAX. FROM EACH SIDE OF THE
VERTICAL SECTION E-E
FRAME ASSEMBLY TUBE
CENTERLINE. SEE TABLE BELOW:
1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4
2) FROM SHEETS 5.9. FIND THE SHEET FOR YOUR GLASS TYPE
3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TOA VERTICALFRAMEASSEMBLY TUBE' OR'DESIGN
PRESSURE (PSF) FOR INDOWS ATTACHED TO A 14ORLZONTAL FRAMEASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS
MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP.
FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.
4) USING THE TABLE LABELED WNDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF
YOUR WINDOW.
5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE
SHEET 2), AND THAT MIN. #12 X 1- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET).
AdcotionciAmhom Re Wred on each
Skle of the Frame Aseomb Tube (FAT)
f,
LL
Window
WWth
Anchor
A
Type
B, C 8 D
17^^
0
0
111r,
0
1
2V-
1
1
H
LL
VNMow
Helyht
Anchor
Type
A
I B, C S D
17' - V-V
0
1 0
23-25.0'
0
1
29*r
1
1
PRODUCT REVISED
c cemplyins with Rw Florida
Bullams cede 1(o-p dd�f!ll
'radon Dace
By
Miami ade
m
V'
f`
� 5 r
cl) o�
r T
1- Cl) lL
❑ �0
N � ❑ y
a H
J a hZ
CO m Z
W
Ci) U) H
Q W
0 ..Lu g aQ
R �Q U
-� oLL FU
w m
04— _
0 xo�
Z LLT
UZ m
F> O
o^Z z
o w
- U
A LYNN MILLER, P.E.
P.E.d 587115
Window Anchors Required
Window Width on)
nder 23'
25-15116'
27-YWV
30'
33.1Y1
35'
37'
Anchor Group
AncorGmup
Anchor Gmnp
Anchor Gmnp
Anchor Group
Anchor Group
Anchor Group
A
B
C&D
A
8
C&D
A
13
C&D
A
B
C&D
A
8
C&D
A
B
C&D
A
B
C&D
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
under �"b
/60
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
3
3
3
3
3
3
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
25.15116•b
/SN
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
3
3
3
3
3
3
b
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
3"6"
/S01
2
22
2222222323
323333448,mb
d
4
4
4
6
4
4
8
4
4
8
4
4
8
4
4
6
4
6
a
4
/S01
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
4
3
mb
4
$w-8CvSIfl2
6
4
4
8
4
d
6
4
4
6
4
6
6
4
8
6
4
6
6
4
/Sill
2
2
2
2
2
2
2
2
2
2
32
3
3
2
3
9
3
3
4
3
mb
6
6
4
6
B
4
6
8
4
6
8
4
6
8
4
6
a
4
6
6
4
lSkl
mb
2
6
2
6
2
8
22
6
8
2
a
2
6
2
8
2
a
Z
6
3
8
2
6
3
'6
3
8
2
6
3
6
3
B
3
8
3
6
4
8
3
6
d1SN
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
4
3
6
8
6
6
6
6
8
a
e
a
10
6
a
10
6
8
10
e
a
to
6
72,mb
dlSui
2
222222222322323
33333mb
e
8
8
8
8
6
a
10
6
8
10
6
8
10
6
8
10
8
8
10
6
d/Sill
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
3
3
3
3
3
3
mb
B
6
6
8
10
6
8
10
6
8
10
6
8
10
8
d/SID
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
Group
Anchor
Substrate
Min.
Edge
Distance
Min.
O.C.
Distance
Embedment
Anchor
Plate
Requlred7
1/4' steel URreeon
Hollow Block
1'
6'
14/4•
No
A
_
tf14, steel SMS (G5)
ar #14, 410 S9 SMS
S. Pine
51a"
1"
iJ1a"
No
606375 Alum.
318`
518'
.ow
No
A36 Steel
3/5"
5181
Dw
No
A653 Stud, Gr. 33
3/8'
5/6"
.035", 20 Ga.
No
B
#12. steel SMS (GS)
or #12, 410 SS SMS
S. Pine
519,
1"
1J/a"
No
6083 75 Alum.
3/6'
5i81
.050'
No
A36 Steel
3/w
&W
.050,
No
A663 Stud, Or. 33
3/8"
51W
.035", 20 Ga.
No
1/4' steel UBracon
2.85k Concrete
2-1/2'
4"
1-18'
No
2.85k Concrete
1"
4-
144•
No
Hollow Block
2-1/2"
5•
1-1/4'
No
C
#12, steel SMS (G5)
or#12, 410 SS SMS
S. Pine
5/8"
1'
1-Va'
Yes
6083.15 Alum.
318"
618'
.07138
1 Yes
A36 Steel
3/9'
Sir
.050'
I Yea
A653 Stud, Gr. 33
3/8'
518"
.D45", 18 Go.
Yes
014, steel SMS (G5)
or 914, 410 SS SMS
S. Pine
5/8'
1'
113i6"
Yes
60g3-T5 Alum.
318•
5w
.0713•
Yes
A38 Steel
3/8•
5/8'
.050'
Yes
A6W Stud, Gr. 33
316"
51W
.045 18 Ga.
Yes
2.85k Concrete
1"
4'
1 V4"
Yes
2485k Concrete
2-1/2'
4'
13/8"
Yes
D
1/4' steel Ultrecon
Hollow Block
2-1W
5"
1-1/4°
Yes
Filled Block
2-1/2•
_ 4•
1.3/4•
Yes
1/4' 410 SS
CreleFlex
3.35k Concrete
1"
5"
1-314"
No
Hallow Black
2-112'
S"
1-1/4"
No
5116° steel Ultmcon
3.5k Concrete
1-1/4"
5°
1-3/4•
No
Hollow Block
3-1/8'
S"
1-1/4"
No
Filled Block
2-1/2'
r
1-3/4"
No
NOTES:
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD.
�4
Jamb Snubber Locations
Glass Type:
PVB
SG
(Types 1, 4 & 5)
(Types 2, 3 & 6.9)
63" and
None
12' max. from
less
Required
each end & 30'
p
max O.C.
g :f
12• max. from
12' max. fmm
over 6W
each and & 30"
each end & 30"
max O.C.
max O.C.
'PVB•= BUTACITE"rPj(B BY KURARAY AMERICA, INC.
"SG-- SENTRYGLAS1 %Y KURARAY AMERICA, INC.
1) USE THIS TABLE FOR
ALL WINDOWS PER THE
ELEVATIONS ON SHEET 1.
DIMENSIONS SHOWN ARE
WINDOW TIP -TO -TIP.
2) FOR SIZES NOT
SHOWN, ROUND UP TO
THE NEXT AVAILABLE
WIDTH OR HEIGHT
DIMENSION SHOWN ON
THE TABLE.
EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BEL0W. 7116'ANNEALED SG LAML GLASS,
1/4" MASONRY ANCHORS INTO CONCRETE, +701-80 PSF DP REQUIRED, NO ANCHOR PLATE
CASEMENT ANCHORS:
A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF+701-90.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL
E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMM81
TUBE SIDE OF THE AWNING (HEAD & SILL).
FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA):
A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-93.1.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND
SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
C) FROM TABLE 2B, 6 ANCHORS ARE REQUIRED IN EACH JAMB.
D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. I
E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONALANCHOR ON THE FRAME
ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL).
Y +{
14"
10"
4•
10'
4.
4•
31"
j
1
4"
\
�--- 21
t 20" � 20- �{
48°
13.25"
_ T
PRODUCT RMS(3D
a s.emptyingwiththe Fta M
B®IdmgCode I-0WA-211
Auapteaae No
Iran Date
BY
Mi= Dade product
LL
O
v 'q
FOR GLASS TYPES:
TABLE 5:
1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) PRODUCTMVLSED
as complyingwith the Florida
4) 7/8" LAML IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) BaildingCode
'PVB'=BUTACITE+VB BY KURARAY AMERICA. INC. ExpimrimDare 2Di8
By
Misod PredareF
WINDOW
HEIGHT
s m
WINDOW
WIDTH
0
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR
LOCATIONS AND QUANTITIES, Zd V
� a
TABLE s• a r
C9 �I U_
O
Q ..
d W N rc3
� dHCO O
00 0 � Z
0 o O ( Z
rn Y LLI
a w o
0 Z
a (A .ii W ' Q
v m 0 u W (j)
FRAME > o ° ¢ 'c
ASSEMBLY ~ U
1IT MAX. TUBE
TABLE T.
T m
T ? n rn
T
WINDOW
HEIGHT LL n ""
WINDOW FRAME
HEIGHT ASSEMBLY JO x LL
ZWm' a
TUBE WINDOW ADDITIONAL w i
yy�H ANCHOR r a o o
10' MAX (4), IF RED. o o
J- oZ Z w
IT ADDITIONAL SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET
(4). IF REM REQUIRED OR THE FRAME ASSEMBLY .
I WINDOW TUBE. .
-� WIDTH
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS f
REQUIRED FOR THE FRAME ASSEMBLY - 66
TUBE. �'
Z.
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LY< MILLER, P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.FJF t�705
Design Presaum (pap for 6erpfe Windows, All Anchor Gro
ups
WOdaw WrdUl
order 23'
2515/16•
Z7.914'
30'
33112'
35•
37'
utder23'
r7a•80
+7aao
+7a-90
t7a-90
#7a-�JD
47p/-BO
+7f11.9D
zsl5ns•
+7aao
+7aao
Horeb
+7asD
+7aao
+7aao
+7aao
3e-3re•
+7aao
+7olso
+7aao
+701-90
+7a-so
+7a•so
+7oa90
48'
+7a-00
+70/A0
+7a-90
+70/-90
+7a-80
r7aA0
+701-0i
x
50-518•
t7a•BO
+7a-60
+7a-6p
+7(!/�g0
+7a-90
+7aA0
+7a-H92
80•
+7a+T0
+701.90
r7a-BO
+7a-08.5
+70l-8D.8
+701.77.7
+7a-74.9
�
63•
r7a-90
+701A0
+7a-90
+la-84.3
+7a-76.5
+70/-73.7
+7a-70.1
Tr
+7aao
+7a-a7.z
+sa-s2.a
+�-so.s
+1-59.3
78'
r7a�D
+7a-84.6
+7a-75.7
+/.W.3
+!- 5&B
+l- 57.2
84'
+7a-80
+7a•80.4
t7a-71.3
+801$2.1
+/.54.2
Design Pressure (pap for Windoa�s Attached to a Vertical Frame Assembly Tube
Window Width
m
under 23"
25-15H6'
27�4°
30'
33-1l2"
35"
_ 37'
AnchorGroup
Arches Group
Anchor Group
Anchor Grob
Anchor G
Design Pressure (pap brNMtlowe Attached to aHodxontal FrameAssembly Tube
WlndoW Width
under23°
25.15116'
27314'
30'
33-1/T
3S
3T'
Anchor
Group
Anchor
G
Anchor
Anchor
Anchor Group
Anchor Getup
AnchorGroup
FOR GLASS TYPES:
TABLE B:
2) 7/16" LAMI (3/16 AN - -090" SG - 3/16 AN) PRODUCT EV* ED�tas
as mmp1Ying
Building No
'SG°=SENTRYGLA YKURARAYAMERICAINC. AmePt3Dmral S.cPv" 1
T E ifa+' t
WINDOW By OdeProdtni
HEIGHT
y.
,� WINDOW a m
WIDTH
SEE SHEETS 1 & 4 FOR
WINDOW ANCHOR '
LOCATIONS AND QUANTITIES.
ti
� =U
Z o�
TABLE 9: r
Ur -� (L
" Q O
W L , g co
o. o
Tn co
O O'
�� Cl yZ
g go � Z_
Y
(L w o
O Z _lam
m �fn LS2 W �Q
0 �nco
U �U
FRAME x p A ❑ F= U yr
10' MAX -� ASSEMBLY
TABLE 10: I TUBE
e
�arnw N
WINDOW
HEIGHT
1 0 rs
L 2(wjmv
I WINDOW I ADDITIONAL v- N 0
"'�'I YY1OTM f - ANCHOR O: Y C
(4), IF RED. o Z Z w
SEE SHEETS t & 4 FOR WINDOW ANCHOR �'
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR . -
LOCATIONS AND QUANTITIES, SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS �6
REQUIRED FOR THE FRAh1E ASSEMBLY
TUBE.
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.F-# 66706
Design PressurLU
e (psQ far Single Windows,
M Anchor Getups
Wuubw Width
untler 23'
25.15H6°
27314'
30'
33-t!Z'
3S
37'
under 23'
+9p1-130
+9a-130
+9a-190
+90/-130
+�I-130
+8a-13D
+gp1-130
25-15116'
+Ba-130
+9a-130
+9a-tom
+9D/-130
+Ba-130
+9a-73D
+90F130
38318•
*901-130
+9g1-130
+Ba-130
+Ba-130
+90I-130
+90I-130
*9a-130
48'
+gp(-130
*906130
+Ba-130
+90F7�
+9p/-130
+9a-t30
+9a-130
x
505l8'
+9a-130
+9a-130
+901-130
*gnR130
+901-130
*901-130
+8a-130
6p°
+gD1-130
+BD/-730
+9GL730
+9a-130
+ga-130
+8a-130
+�1-190
�
63"
+9a-130
+9a-13D
+�-19g
*9a-130
+Ba-130
+9a-030
+9a-129.8
72°
+8a-130
+9m-130
+9W-130
+�i/-130
+gpl-12B.1
+Ba-122.5
+80%17&8
78'
+9a-130
+901-130
+9a-130
+9a-030
+8a-124.1
+9a-118.7
+9a-107.8
at•
+sa•73o
+sa-13o
+sa-13o
+so%73o
+saatsa
Design Pressure (psi) far Windows Attached to e. Vertical Frame Assembly Tube
Window Width
m
under 23°
2575116'
27.3r4'
30'
33-112'
35'
3T
Anchor Getup
Anchor Group
Anchor Getup
Anchor Group
Anchor G
Design Pressure gaf) for wallows Attached to a Nodzontsi Fame Assembly Tube
wwoow
FRAME
HEIGHT
ASSEMBLY
TUBE
70" MAX
ADDITIONAL
ANCHOR
(4), IF REQ.
I
I WINDOW
-�I
WIDTH
I�-
Design Pressure (pso for Single Windows, All Anchor Groups
Window width
under
25.1W16'
27-W4"
30"
33-1Ir
35'
3T
under23'
+gd-130
+901-130
+W-130
+W-130
+90/430
+901.130
+W-130
25-151'16"
+W-130
+901-131)
+90/-130
+8d-130
+901-13D
+9011-130
+901-130
38a18'
+W.130
+9111-130
+W-130
+9d-130
+BOA-130
+9W-130
+8d-130
4r
+9d-130
+901-130
+g01-130
+8d-130
+e01-130
+9d-130
+eum:lo
W.&S-
+Bd-130
+W.130
+SW-130
+W.130
+9d-130
+SW-130
+80/-130
g60'
+901-130
+91
+Bd-130
+901-130
+90f-130
+9111-130
+9d-13D
83'
1 +9131-130
+BW-130
+90/-130
+W-130
+90/430
+9d-130
+g0/-130
7r
+Bd-130
+Bd-130
+gp/-130
+90/-130
+g01-130
+g0/-130
+Bd-190
76'
rBd-130
*9d-130
+9d-130
+9d-190
+801-1aD
+g0/-130
+8d-130
84'
+Bd-130
+9d-130
+gd_730
+80f-130
+90/-130
FOR GLASS
3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS)
7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS)
9) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3/16" HS - .090" SG - 3/16'" HS)
AR
"SG= SENTRYGLAOBY KURAY AMERICA, INC.
W HEIGHT F-1
SEE SHEETS 1 & 4 FOR
WINDOWANCHOR
LOCATIONS AND QUANTITIES
h- he
Design Pressure WQ for Windows Attached to a Vertical Fmrrle Assembly Tube
Window Width
m
ands 23"
25-15/18'
27J14'
30"
33112'
35'
3T
Anchor Grail
Anchor Group
Anchor Grasp
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
I B
I. C&D
B
I AC&D
A
B
C&D
A
B
C&D
B
AC&D
A
B
C&D
under 23'
+7000
+701-90
+70190
+70190
+701.90
+70190
+701-90
+7d-9D
+7d-90
+701-90
+7d90
+701-90
+7d-90
+701-90
+7d40
N01-90
+701-OD
+701-90
+701-90
+7d-90
2615r18"
+7d-90
+701.90
+7d-90
+701-90
+70/-90
+70f90
+701-90
+7d-90
+7d90
+7d-90
+7d-9D
+701-90
+7d-90
+7d-90
+7d90
+701-90
*7d-9D
+70/-90
+701.90
+701-90
Wag'
+7d-90
+7d-71.6
+7d-90
+7d-90
+7d-81
+7d9D
+701-90
+701-90
+7d-90
+701.90
+Td90
+701-90
+7d-90
+701-90
+7d90
+701-90
+701-90
+701-90
+7d-90
+7d-90
aS
ore•
+701.7a1
+/57.3
+701-90
+701-90
+IA4.8
+7019D
+701-90
+70/-90
+7d-90
+701-90
+70f.87.8
+7d91)
+7d-90
+70190
+7d-9D
+701-90
+7D190
+701-90
+7d98.9
+701-90
P
5051B'
+/.69.3
+154.3
+70190.
+701.90
+Ibt.4
+7019D
+7d-90
+701-90
+701-90
+701-90
+701.83.2
+Td-90
+70'-90
+701-90
+7d-90
+7d991
+701-10
+7d-90
+7d-84.3
+701-90
W
+158.5
-1-45.8
+701.84.7
+701-90
+151.8
+7d-81.2
+70190
+701J&9
+701.90
+701.89.8
+701-70.2
+701-90
+70f.80.3
+7d-1.8
+7d-90
+7d-75.2
+70190
+701-90
+7d-71.2
+701-90
or
+1-55.7
+/43.6
+701-807
+7d59.5
+149.3
I(V-77.3
+70190
+701-T23
+7d-9D
+70/•8i3
1 +1.88.9
+701.90
+701-76.5
+701-74.9
1 +7d90
+701-71.8
1 +70/-90
+701-8Q5
1NE7.8
+7d-90
Design Pressure (psQ for Windows Attached to a Horrltontal Frame Assembly Tube
Window Width
B
der 23'
25-15/18'
27-W4^
30'
3341Y
35'
37'
Anchor
Gmup
Anchor
Gmup
Anchor
Group
Anchor '
Group
Anchor
Group
Anchor
Group
Anchor Group
AnchorGrohp
All
All
Ali
All
8
A.C&D
A
B
C&D
A
B
C&D
under2r
+70190
+70490
+7090
+7d90
+701.82.1
+7d40
+71Y90
+701-78.5
+7Wh90
+70h90
NN-74.3
+701-W
2545116"
1d-90
1090
+70/90
+70f9D
+70r40
+70r40
+701-88.8
+70/-00
+701-90
+701-64
+701-90
+70190
38 3/&•
+7d90
IV-90
+7d90
I(Y90
+7990
+7d40
I(Y90
+7W90
+701-90
+7111-90
+701-90
+701-90
{4'
48'
+70090
+7d90
+70190
+7d40
+70'-91)
+7d40
I(Y90
IOPM
+70/-90
+711190
+70/-90
+701-90
=
50-Err
+7d90
+7d90
+701410
+70190
+7d40
+M.90
+7d40
+701-90
+70190
+70/90
+701-90
+7W-90
e'
+70'90
+7d40L+TY-90
+1d90
*7d40
+7d40
+7d90
+70/90
+70/90
+701-90
+7d-90
+7d40B3"
+7d90
+7d-90
+7d90
+7d40
+7d40
+70190
+70190
+70/-9D
+70/90
+7d-90
+701-90
72"
+7d90
+7d90
*7d90
+70f-90
+7d90
+7d40
+701-90
*7N-90
+101-90
*Td-90
+701-W
76"
+7d90
+7d90
+7d90
+70d90
+7d•90
+7d90
+70/90
+701-90
+70/40
+Td-90
+70/90
Ily-90
+7d40
+7(1190
+7(Y40
+7d40
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
T
WINDOW
FRAME
HEIGHT
ASSEMBLY
TUBE
10' MAK
ADDITIONAL
ANCHOR
(4). IF REQ.
I
WINDOW
I
WIDTH
t�-
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
FRAME
10. WX. I
I
TUBE-MBLY
TUBE
T_
WINDOW
HEIGHT
WINDOW
WIDTH
ADDITIONAL
ANCHOR
(4). IF RED.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
PRODUCT REVISED
W cemplyin8w4th dhe Florida
Build�g Code
rn 1(0-0671t 21
C�unlhre
D
Mwmi ede PcA'fiaf
J
O
LU
ti
U zU
Z og
J
J LL
Q .. 0
LU
d W N
U xF
OIX 0
= 0 'oZ
O 07 Z
W
Y
a w
O Z _ r
vI C9 W bQ
0 yid CO �U
aQ "
-D oo10 I U m
w
�
N<
N
�
0 X
ZUm!/I
Q
W20
OrZ z
0
U
r�
A LYNN MLLER P.E.
FOR GLASS TYPES:
TABLE 14:
5) 7/8" LAMI. IG: (1t8" T - 7/16"AIR - 1/8" AN - .090" PVB -1/8" AN) PRODUCT REVISED
'PVB'= BUTACITE®PVB BY KURARAY AMERICA, INC. Bwl' ding Codaas gf tmeilmida
Acwprmce lVo 1%-G%�:LI
Ex 'nrtion Date
a i c Pmdist
�m
WINDOW
HEIGHT
yy J
_L
LU
WINDOW IL . Q
WIDTH N z° V
SEE SHEETS 1 & 4 FOR -6 °
WINDOWANCHOR Z 2 2
LOCATIONS AND QUANTITIES, J
TABLE 15
r
a U r
r
O
a Uj aD
N
r (1)
O Q' 0Z
& oC) � z
Y
a W o
Q Z
0
FRAME m O ? N �.
10• MAX -� ASSEMBLY o uJ Q m
TUBE
TABLE 16• WOV� Z N
m
HEIGHT ® o a rn H
�n
OLL'J r
WINDOW FRAME VWMINII � ADDITIONAL O HEIGHT ASSEMBLY --� DTMW I� ANCHOR = C.) m'y a
TUBE (4), IF REQ. to -
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR '> a s o
t 0 MA LOCATIONS AND QUANTITIES. SEE SHEET a z z w
ADDITIONAL 3FOR ANY ADDITIONAL ANCHORS
ANCHOR REQUIRED FOR THE FRAME ASSEMBLY
(4), IF RED. TUBE.
WINDOW
I ..
�-I WIDTH f
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR -
LOCATIONS AND QUANTITIES. SEE SHEET -
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY 6 r
TUBE.
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.EC 587D5
Design pressure iPaO br Single Windows, All Nu:hm Groups
Wuuiow Width
roller 23•
25.15/i6"
27�14'
30'
33.11Y
3S
ST
under 23"
+7a-9D
+701-90
+7a�0
+la-00
7a�0+7a50
25-f5/i6'
+7a-90
+701A0
+7a-90
+7aA0
7aA0
+7a30
era•+7aso+lor-so+Ta-so+Ta-solot-eo+la-so
�•+7a-9o+la-9o+7a•eo+�a-so7a-so+la-so
sos/a'+7aso+Ta-so+�a-so+la-so7aso+laso
U-7
60'+7a�0
+7a-90
+7a-�
+7a-90
0/-88.8
+7a-84.663•+7a-90
+7a•90
+7a•BO
+7a430
70/E4
+7a-T6.0
"+laAO+70F80+7a-BB.S+1.5
a�.4
+8aE7.876'
r7a90
*7aA0
:7a-88.3
+7a-78.7
60/65.2
+6a�i3.3
84•
+7a�0
+701-BO
*7a-81.3
+60/-70
+6a�1.6
Design Pressure (Pa0 for Windows Attached to a Vertical Frame Assembly Tube
Window Width
m
under 23'
25.15118'
27314'
�'
33-1/2'
36'
3T
Anchor Group
Anchor Group
Anchor Getup
Anchor Group
Anchor Group
Anchor Group -
Anchor Getup
A
B
C
D
A
B
C&D
B
A,C&D
A
8
CAD
A
B
C&D
B
A,C&D
B
A,CBD
Design Pressure (Psi) br Windows Attached to a Hodzontel From Assembly Tam
Window Width
R
under 23'
2i-15J18'
27314•
30'
33-1i2°
35'
3T
Anchor
Grote
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Group
Arxlnr Group
Anchor Group
AO
AO
M
All
B
A,C&D
A
8
C&D
A
B
C&D
under 23'
*7a-90
+7a•80
r7aA0
+70/.gp
+7ad21
r7a-90
+7a-9D
+7a 78.5
+7a�0
+7a-80
+7a-74.3
+7a-90
a5.15118•
+Ta-90
+7a-80
+70/-80
+7a43D
+7aso
+7a410
+7a-88.8
+701�0
+7a�80
+7aA4
+70/-90
+7a-90
383/B•
*7a�0
r7a.90
r70/4:0
+70i-OD
rTa-00
+7ad0
r70r-90
+701430
+7aA0
«70/-8D
+70l-�
+7a60
4B"
+7a-00
«70/-90
+7a-90
+70%9D
+7a-90
r7a-9D
+70lJBO
+701.80
+7a�0
+70/-90
+7a�
+7a�0
5oa/e^
+7a-eD
+7a-so
+7aso
+Torero
+7aso
r7a4ao
+7a�
+7aso
+7aso
+7aso
+7or-so
+7aAo
�
80'
*7a-90
+7a•90
+70/-90
+701-BD
+7a-BD
+7aA0
+7a-B8.8
+7a�8.e
a70/-88.8
+7a-04,8
r7a-84.6
+7pJ-04.8
83'
+7a-80
r707.80
+70/-90
*701-�
r701-87.2
+7ad'!.2
+Ta-B4
+7a-84
+7a-84
+7a-T9.9
+7a-79.g
+7a-79.9
TY
+7a�0
+7a-90
+7a-B8.5
+70/A7.5
+6a-70
+8a-TO
+Ba�g.4
+6a69.4
+�/-69.4
+60F87.8
+BO/FI.B
+601$1.6
78'
+7a�0
r7a�0
r7a-08.3
r7a-78.7
+6p/�T.2
+Ba872
r80/�5.2
+6a-85.2
+60/65.2
+6a-63.3
84•
+7a�90
r70/-90
r7a-01.3
+6a-70
+6a-81.8
+Bali1.8
FOR GLASS TYPES:
TABLE 17:
6) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) PRODUCTREV)SED
as complying w{ih tltaFlorl"
8) 7/8" LAMi. IG: (3/16" T - 1/4" AIR - 3116" AN - .090" SG - 3/16" AN) Ba;laingc"dc
A��mnx�6-c(o24-� l
"SG°=SENTRYGLA BY I(URARAY AMERICA, INC.
D
-5- s P
zm
WINDOW
HEIGHT M
J
WINDOW d
WIDTH > U z° U
SEE SHEETS 1 & 4 FOR ~ dd °' '
WINDOW ANCHOR 0 .o O
LOCATIONS AND QUANTITIES. Z
TABLE 18 d
U LL
v0
d W O)
U a H
O Q' 0 NZ
o g`o � Z
Y
a wo
d
O oz g aR
vT CU
FRAME p o U F U yr
10'MAX -� ASSEMBLY
TUBE
TABLE 19''� a m
�arnn N
-j- WINDOW N a
T HEIGHT o 4
WINDOW FRAME p xia
HHEIGHT ASSEMBLY _ m'ui a
TUBE _ I WINDOW I_ ADDITIONAL r> a Y o
-�1 r'- ANCHOR
10• MAX. WIDTH (4), IF REQ. o Z Z w
SEE SHEETS 1 8 4 FOR WINDOW ANCHOR O
ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET
ANCHOR 3 FOR ANY ADDITIONAL ANCHORS
(4). IF REQ. REQUIRED FOR THE FRAME ASSEMBLY• `
I WINDOW I TUBE ,.
-'7 WIDTH I` _
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET �J
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
NOTES:
t) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER P.E
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P'E.i! 58705
a Design Pressure (pa0 for Singh Windows, AO Anchor Gro
ups
Window wan
under Z3'
2575116°
273/4"
30'
3311r
3S
37'
under23'
+9a-130
+90/•130
tBDI-130
rga-tag
+8a-73g
+00/-130
25-15l16°
+Bd-130
+80/-130
+9a-130
tga-130
+gpl-tom
+BD/-730
393/B"
+gd-130
+9a-130
+9a-130
+9a-130+901-73gt9p1-130
4a'
+Ba-130
+90%130
+ga-730
+9a.130
+9a-130
+901-130
50{fB'
rl,.l
+9a-730
+90/-130
+gd-13D
+9p/-130
+8a-130
+001-73060'
+901-130
+90l-130
+9a-13o
+e0(-73D
+g(y-130+9D1A3083'+9a-790
+9p1-130
+g01-130
+gp/-13Da130+901-1307r
+9a-130
+80%130
+gpJ-130
tg0/-13D
+Ba-124.0
+90/-115.7
78°
+ipr-730
+9a-1�
+BO%130
+ga-130
+9p1-7202
+9a-118.7
tga-109.8
ea•
+9oa13o
+9a-i3o
+�ra3o
+9or-73o
+sor-71D.a
Design Pressure (psq for W indows Attached to a Vertical Frame Assembly Tuba
Wlnhwt W itlfh
m
under 23"
25-15118'
27.314"
30"
33712°
35°
37"
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anttrot G
Design Pressure (Da0 for Wuniews Attached to a Horizontal Frame Assembly Tube
Wlrnfow Width
under 23'
2515/18'
27.314'
�'
33.112'
35'
37°
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Grotl{I
Anchor Group
AO
All
All
All
B
A,CBD
A
B
CRD
A
B
CaD
under 23•
+TO/AO
f7aA0
t70l90
+7a4)0
+70/-02.1
+7a-90
*7a-90
*TO!-78.5
+7aA0
+70/-90
+7a-74.3
+7a-o8)
2515/i6'
t70/-90
«70/AO
+7a-80
+7a-90
+7a-!�
r7a-90
+1a-88.8
+7aA0
+7aA0
+70f-84
f7a�0
+7a-g0
383rB'
+7a-90
+7a-90
+7aA0
+7a-90
+7d-W
r7DF90
«701A0
r7a�0
+70/410
+7aA0
+Ta-00
+7a•80
48°
r7a•BO
+7a•80
«7a-90
+7a80
+Td-90
+7a-�
fTa�O
«7a�0
+7a�0
*7Dl-8D
+Ta430
+1a�0
5osre'
+7a•90
uor-90
+7a•90
+Torero
+la -so
,7a-90
f7a�o
,7a-Do
f7a�o
+la -so
+7a•90
,Tang
80'
+7a-80
r7a�0
+7a•90
+7a-80
+7a•9D
+7a-90
+70/-80
+7a�D
+7a�0
+7a-90
+701-90
*7a-80
83"
+7a410
+7a�0
+7a4)0
+70l4I0
+7d-90
+Td-90
+7a-90
r7a-90
+ia-90
+7a-90
*7a-80
+7d-90
7r
+7or-so
+Ta-so
+lobo
+la -so
+Ta-90
+1a-90
+7a�o
.7aao
+7a�o
+la•90
+Ter -Do
fTa-90
76'
+7a-90
+7a-90
+701-90
*7a-80
fTa-90
f7aA0
+701�0
+7a-9D
+7a•90
+7a-90
+7a-90
+7d-00
aa•
+7a-90
+laao
+7or-90
+lof-so
+Ta�Do
+Ter-90
Item
Dwg.0
Description
Material
1
7002
Main Frame Head, Sl11 &Jamb
6063-76 Alum.
2
7071
Anchor Plate
6053-76Alum.
3
7003
Sash Top, Bottom &Side Rail
6053-76Alum
4
7008
Frame Comer Key
Steel
5
7009
SashComerKey
Steel
6
707B
Frame Gasket
Vinyl Foam
7
7072
Sash Corner Gasket
Vinyl Foam
8
7070
Bulb Weatherstrip.187"x.275'
Flax PVC 70
10
7024
Maxim Multi-PolntLock
Steel
11
7026
Lock Support Plate
Steel
12
7014
Multi -Lock Keeper
Steel
13
7013
Tie BarGulde
Nylon
14
7015
Tle Bar Assembly
Steel or SS
15
7028
Maxim Dyad o or WWc24"
Steel
1s
7027
Maxim Dual Arm Operator, W W>24"
Steel
17
7030
Operator Gasket
Vinyl Foam
18
7031
Operator BackinPlate
Steel
19
7051
Operator SacerBlock
Nylon
20
7032
Stud Bracket
Steel
21
7033
OperatorTrack&Slider Dual Arm
Steel
22
7073
Egress Hinge Heavy Duty), Manuf. bVTruth
Steel
23
1 7050
Egress Hinge/Washable (HD), Manuf. by Truth
Steel
24
Snubber, Anti -blowout Clip
Sted
32
1713
Setting Block 5/32° x 3/16" x 1-1/4"
EPDM
33
1714
Setting8lodk S 2°x7/16"x11/4"
EPDM
35
7036
Laml Bead B
6083-TO Alum
36
7042
Laml Bead C
6063-76 Alum
37
7059
WmlBeadD
6DB3-TSAlum.
38
1224
Vinyl Bulb Ws(Thick)
Flex PVC 70
39
1 1225
Vinyl Bulb Ws in
Flax PVC 70
SD
Dow MS111mnBackbeddln
60
7006
Screen Frame
3105-1-114 Alum.
61
7040
SkreenComerKey
Polypropdene
62
Screen Cloth
Fiberglass
63
1635
Screen 511ne
EM. PVC
64
320
Screen Spring
Stainless Sted
70
134
Add -on Flange
6063-T6Alum
71
7004
Frame Assy Tube
6D63T6AIkmt
80
tt8.32 x 2" Ph. Pn. Mach. Scr TYPE B
Stainless Steel
81
1 1157
t18x 2" Ph. Pn. SIVIS
Stainless Steel
82
#8x 5 8" Fl. Ph. SMS
Stainless Steel
83
#8x 7/8" Fl. Ph. SMS
Stainless Steel
84
#8x 1" Fl. Ph, TEK
Stainless Steel
SS
#8 x 1" Quad Pn SMS
Stainless Steel
66
p8 X 1-1/1" Quad Pn SMS
Stainless Steel
87
#10x 1/2" Ph. Pn./TEK
Stainless Sted
89
p1D•24x9/16nPh.Pn.TYPEF
Stainless Steel
90
1#12x 1" Ph. Pn. TEK
Stainless Steel
ASSEMBLY DETAILS
ALL DETAILS SHOWN FROM THE INTERIOR
AS
TI
SASH
Revised Dy. D"fe: Revision A:
® Description:
BOM AND CORNER VIEW
PRODUCT REVISED
M complying wi&. dre Florida
Acn.ptaoce No 16-0(029.21
E,<Mn3r,alDaee 18
By
Mi Pro4ret
J ROSOWSKI
1070 TECHNOLOGY DRIVE rise: Uere;
N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12
P.O. BOX 1529
NOKOMIS, FL 34274 Ser;es/Model. Scale: Sheet: Drawing No. Rer,
CERT. OF AUTH. #29296 CA-740 NTS 10 OF 11 MD-CA740-LM 8
STRUCTURAL
POLYISOBUTYLEN
WITH DESICCANT
EXT.GLASS —/
1ao KODISPACE
4SG TPS
BUTYL &
DESICCANT
FOAM
EXT. GLASS —
102
DURASEAL@
CoAf'CD
STRUCTURAL
SILICONE
' NOM. FOAM
WITH
DESICCANT
IXr. GLASS
C.//
GLASS
ELT BUM
3116" NOM.
GLASS
SUPER
9SPACER@NXTiA1
LIM
4CEMENT POLYISO- PINT.
NT FILL AREA
BUTYLENE5116" NOM. -
7 SEAL
LICONE SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
GLASS CLASS
XL EDGE""
1D3 SPACER
Part #
DeseripUon
Material
100
Kommerling 4SG TPS Spacer System
See this
Sheet for
Materials
101
Quanex Super Spacer nXr with Hot Melt Butyl
102
Quanex Duraseal Spacer
103
Cardinal XL Edge Spacer
.06r
NOM.
2.919'
.439'
2.794' --�
OFRAME HEAD,
SILL & JAMB
#7002, 6063-T6
1.356"
OANCHOR PLATE
#7071, 6063-T6
A34.
— I .062'
NOM.
1.159"
2.139'
3 SASH TOP,
BOTTOM & SIDE
#7003, 6063-T6
_j
.040'1.0000"
.423 t —
I
FIXED
60 SCREEN FRAME
#7006, 6063-T6
O50'
.121
050'
.665"
.865'
�L f
_T
BEAD B
36 BEAD C
O35
#7036,6063-T6
#7042,6063-T6
172'
.670' .050'
�-- .569"
37 BEAD D
#7059. 6063 T6
i00111111-32;
ON
cm 11
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
P.O. BOX 1529
NOKOMIS. FL 34274
CERT. OF AUTH. #29296
'Ned By. -I Dale: I Re Wi S.
JR 05/05/16 ADDED THIS SHEET
WrrH SPACERS.
nsed By: I Dote: I Revision A
— -1 1.124' �—
.125'
2.701'
.O6Y
.093'
71
FRAME
ASSEMBLY TUBE
#7004, 6063-T6
2203" +�
.093'
.093'
70 ADDON FLANGE
#134, 6063-T6
PRODUCTREVISED
as complying with do Florida
Buitdmg Co
Aece:ptaoco No tG - C162 q.21
F?xpieatioo Date 1$
By
Minor' . Fho$�cl
Description: ""'^" "
EXTRUSIONS & SPACERS J ROSOWSKI
Title: Date:
CASEMENT WINDOW DETAILS - LM & SM 08/08/12
Series/64odel: Scale: SReet: Drow.ng Na. Rev:
CA-740 NTS 11 OF 11 MD-CA740-LM B