HomeMy WebLinkAboutNOA - OUTSWING VINYL CASEMNET WINDOWSW IAM► l•DADE MrAMI-DARE COUNTY
e �''`i "' PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY 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. SCANNED
1070 Technology Drive BY
North I SCOPE Venice, FL 34275 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 hi 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
require nests 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.
: Series "CA-5540" Ontswing Vinyl Casement Windows — LMI
APPROVAL DOCUMENT: Drawing No. MD-5540C.0, titled "Vinyl Casement Window(LM)", sheets lthrough 11
of 11, prepared by manufacturer, dated 09/09/14 and last revised on 09/11/15, signed and sealed by Lynn Miller, P.E.,
bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval
date bylthe Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. See' Casement Window Design Pressure (DP) tables Vs sizes, glass types, hardware & anchor types in sheets 8 & 9.
2. Seelsheets 5 & 6 for mulled units (max 4 Windows) using Tube mullion (item 490), max mullion span not to
exceed 63"and max DP is limited =70 PSF. Lower design of hibe mullion, Casement windows or Fixed windows
(under separate approval) or Awning Windows (under separate approval) shall control for- entire mulled assembly.
Two (2) additional anchors at each mull end are required beside the each individual nulled unit anchorage
schedules.
3. Uniis with Glass types 5, 7, 9, 11, 13 and 15 shall not be installed 30 FT above the glade.
LABELING: Each unit shall bear a permanent label with the manufacturer's Flame 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
ill 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 NOIA 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.R.
NOA No. 15-0420.11
M1A1NI•DADE COUfVTY
Expiration Date: September 17, 2020
ty Approval Date: S pte(I>t�bei 37,<2U1j5�
Kt
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No. M.D-5540C.0, titled "Vinyl Casement Window(LM)", sheets lthrougli 11 of 11,
prepared by manufacturer, dated 09/09/14 and last revised on 09/11/15, prepared by PGT
Industries, signed and sealed by Anthony Lynn Miller, P.E.
1 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 series CA5540/CA5440Vinyl
outswing Casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report
No(s). FTL-8179, dated 03/31/2014, signed and sealed by Idahnis 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 series 5540/5440 Vinyl Fixed
windows w/Tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s).
FTL-8174, dated 03/31/2015, signed and sealed by Idalrnis Ortega, P.E.
3. Reference awning window test report FTL-8183 per TAS 201, 202 & 203-94, with an
addendum issued by Fenestration Testing Lab.
C. ! CALCULATIONS
1. Anchor verification calculations, comparative analysis and structural analysis dated 04/06/15
and last revised on 08/28/15, complying with FBC-214 (5` Edition), prepared by PGT,
signed and sealed by Lynn Miller, P.E.
12. Glazing complies w/ ASTME-1 3 00-02, 04 & -09.
D. � QUALITY ASSURANCE
1, Miami Dade Department of Regulatory and Economic Resources (RER).
I haq 1. Chanda, P.E.
Product Control Examiner
NOA No. 15-0420.11
Expiration Date: September 17, 2020
Approval Date: e nber 17, 20 5
E-1 �♦ � !J11
PUT Industries, Inc.
i
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.) for the "Butacite0 PVB Glass Interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Fortner E.X. DuPont
DeNemours & Co.) for the "SentryGlas® (Clear and White) Glass Interlayers", expiring
on 07/04/18.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13
for the "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on
02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13
for the `Bronze and Lighter shades of cap Coated Rigid PVC Exterior Extrusions for
Windows and Doors", expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(51" edition) and letter of no financial interest,
prepared by PGT, dated 04/06/15, signed and sealed by Lynn Miller, P.E.
1 2.' Lab compliance as part of the above referenced test report.
G. OTHER
1. Test proposal approved dated 09/29/14 and revised on 10/15/14 by Jaime D. Gascon, P.E.
SLw `• �-�a rn�r-
IsIA I. Cltanda, P.E.
Product Control Examiner
NOA No. 15-0420.11
Expiration Date: September 17, 2020
Approval Date: SepntE
F"P 2MR
r-
MAX. BUCK WIDTH
SEE TABLES 4.9
F—B, SEE SHEET3
MAX. JAMB O.C.
SEE TABLES
I \
4-8
I�HLIGHT
EIGHT
7
VISIBLE
LIGHT
WIDTH
4' M
MAX. BUCK WIDTH
SEE TABLES 4-9 ~
r MnX. MAX. O.C. SEE B, SEE SHEET 4
7' TABLES 4.9
I
MAX. BUCK I /VISIBLE
HEIGHTSEE / LIGHT
TABLES 4-9 HEIGHT
SEE I /
HEET3
VISIBLE
1 LIGHT
}�r 1.25' X.
j�MA
jLl
MAX. BUCK
HEIGHT SEE
TABLES 4-9
IMPACT RATING DESIGN PRESSURE RATING
LARGE & SMALL MISSILE VARIES PER OPTIONS. SEE
IMPACT RESISTANT TABLES 4.9. SHEETS 8.9
81-1/4' MAX
COMBINED WIDTH
63' MAX. C
FRAME
ASSEMBLY
TUBE
LENGTH
VISIBLE
LIGHT
WIDTH
WIDTH
MAX. O.C. SEE 28" MAX. O.C.
TABLES 4B 41.
C. SEE
SHEET
ASSEMBLY TUBE MULL, SEE
; 5.6 FOR ANCHORAGE DETAILS
VISIBLE
LIGHT
MAX. JAMB O.C.
SEE TABLES
4.8
—rl 4-r-- 4' MAX. (TYP.)
L ANCHORS FOR FAME
�•+ 28' MAX .
)�— 4' MAX 1 25• MAX - B 3' MIN. ASS MBNY TUBE, SEE SHEET 5
O.0
TYP. EQUAL-LEG/BOX & TYP. INTEGRAL FIN & J-CHANNEL TYP. X-X EQUAL-LEG/BOX &
FLANGE FRAME ANCHORAGE FRAME ANCHORAGE FLANGE FRAME ANCHORAGE
GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL 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). VISIBLE LIGHT FORMULAS
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. WIDTH: BUCK WIDTH - 6-3(4'
HEIGHT: BUCK "HEIGHT-"4'
3) FOR MASONRY APPIJCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,
ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS GENERAL NOTES.._............
DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN ......••^--•••^••....... 1
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). ELEVATIONS............................................................ 1
FRAME, GLASS 8 ANCHOR OPTIONS,..........._._.. 2
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD INSTALLATION, FLANGE & EQUAL LEG._.....__.. 3
BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION, INTEGRAL FIN & J-CHANNEL.._. 4
FRAME ASSEMBLY TUBE ......................... .......... .. 5.6
6) MAX.1/4- 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, GLAZING DETAILS ....................... .___......._........ 7
BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. DESIGN PRESSURES .................... .._............. .... 8-9
BOM & ASSEMBLY ......................... ... _......... _....... 1D-11
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, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE HAS NOTBEEN 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 MEETTHE REQUIREMENTS OFTHE FLORIDA BUILDING CODE
FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION
10) REFERENCES: TEST REPORTS FTL-8139, 8174; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS &ALUMINUM DESIGN MANUAL
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:11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. -- ', p LYNE�lA 970 P.E.I I
)-APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
r
Glass
Type
Description -
Table
#
Sheet
#
5
71W Laminated I.G.: 118' A Exterior Cap + 7116" Air Space + 5/16' Laminated; (2) Utes of 118' A Glass with .090' PVB Intedayer
4
B
6
7/8" Laminated I.G.: 1/8' T Extedor Cap + 7116' Air Space + SHIS" Laminated; (2) L(tes of 1/8' A Glass with .09W PVB Intedayer
5
8
7
71W Laminated I.G.: 311W A Extedor Cap + 3/8' AU Space + 5116" Laminated; (2) Utes of 1/8" A Glass with .09D' PVB Intedayer
6
9
8
71W Laminated I.G.: 3/16• T Extedor Cap + 3/8" Alr Space + 5/1W Laminated; (2) Lltes of 1/8' A Glass wllh .090' PVB Intedayer
6
9
9
718" Laminated I.G.: 1/8' A Exterior Cap + 711W Air Space + 5MV IJtminated; (2) L Ites of 1!6' HS Glass with .0911' SG Intedayer
7
1 8
10
718' Laminated I.G.: 118" T Extedor Cap + 7/16" Air Space + 5/16" Laminated; (2) Utes of 1/8" HS Glass with .01V SG Intedayer
7
9
11
7/8' Laminated I.G.: 3/16" A Exterior Cap + 318" Air Space + 5116' .minted; (2) Liles of 1/8" HS Glass With .090" SG Intedayer
7
9
12
718" Laminated I.G.: 3116' T Extedor Cap+ 31W Air Space + 511W Laminated; (2) I Ites of 1/8' HS Glass with .090' SG Intedayer
7
9
13
71W Laminated I.G.: 1/8" A Exterior Cap + 5116' Air Space + 7116" Laminated; (2) Lltes of 3116" A Glass with .090' SG Intedayer
8
9
14
7/8' Laminated I.G.: 1/6' T Exterior Cap+ 5/16" Air Space + 7116' Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer
8
9
15
710" Laminated I.G.: 3116' A Extedor Cap + 110 Air Space + 7/16' Laminated; (2) Liles of3116' A Glass With .090' SG Intedayer
8
9
16
7/8' Laminated I.G.: 3116" T Exterior Cap + UP Air Space + 7/16' Laminated; (2) Lltes of 3116" A Glass With .090° SG Intedayer
8
9
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment"
8
#12 SMS
(steel, SMS
S.S.
or 410 S.S.)
P.T. to hem Pine SG= . )
9l16"
1 8
Steel, A36•
3/8"
0.050"
Steel Stud, A653 Gr. 331
31W
0.0451- (18 Ga-)
Aluminum, 6003-T5'
3/8"
0.083'
C
1/4' steel Unracon
Concrete (min. 2.85 ksl)
1"
1-3w
Ungrooted CMU, (ASTM C-90)
2-1/2'
1-114"
1/4" steel CreteAex
Concrete (min. 3.35 ksl)
1"M
1/4' steel Ultracon
P.T. Southern Pine (SG=0.55)
1'
1!4° steel CreteAex
Ungrouted CMU, (ASTM C-90)
24W
P.T. Southern Pine (SG=0.55)
1"
D
1/4' steel
Aggre-Gator
P.T. Southern Pine (SG=0.55)
1'
Grouted CMU, (ASTM C-90)
2"
1/4" steel Ullracon
Concrete (min. 2.85 kel)
2-1/2°
1N' steel CreteAex
Concrete m1rL 3.35 ksl
2-1/2°
1/4" steeFAggre Gator
Concrete (min. 3.275 ksl)
1-1/2°
ran, a a. emr•— I--, --111 oarcr-oet oua
Group
Anchor
Substrate
Min. Edge
Distance
Min,
Embedment•
2-1/2" Ring -shank Roofing Nall
P.T. Soulhem Pine (SG=.55)
3/8'
2-7116"
F
#10 Trusshead SMS
(steel, 18-8S.S.
or 410 S.S.)
P.T. Soulhem Pine (SG=.55)
1/2'
I -No,
Aluminum, 6063-T5•
3/8'
0.050'
Steel Stud, Or. 33'
318'
0.0451" (18 Go.)
Steel, A38'
318,
0.050'
#12 SMS
(steel,18.8 S.S.
or 410 S.S.)
P.T. Southern Pine (SG=.55)
9/18'
1-18'
Aluminum, 6063-TS•
318'
0.063
Steal Stud, Gr. 3Y
318'
0.050'
Steel, A36'
318'
0.050'
• MIN. OF 3 THREADS
BEYOND THE METAL
SUBSTRATE. FOR
STEEL STUDS, MIN
Fu=45 KSI.
"UNGROUTED CMU'
VALUES MAY BE
USED FOR GROUTED
CMU APPLICATIONS.
'A' = ANNEALED
'H'= HEAT STRENGTHENED
Ir' = TEMPERED
"PVB'=.OBO"PVB INTERLAYER
"SG'=.090'SENTRYGLAS
INTERLAYER
ALLINTERLAYERS
MANUFACTURED BYKURARAY
AMERICA, INC.
1 GLASS TYPES 9 THROUGH
16 MAY NOT BE USED WITH
J.CHANNEL OR INTEGRAL
• FIN FRAMES.
GLASS TYPES 5, 7, 9, 11, 13
815 MAY NOT BE USED IN
THE HVHZABOVE W.
WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW -
BOX OR
EQUAL
FLANGE
LEG
o� 2
4
J-CHANNEL
�
INTEGRAL Q o
FIN O
NOTE: SEE DETAILS AND DIMENSIONS ON SHEET 11
1/2" NOM.GLASS
BITE TYP.
TYP. GLAZING DETAIL
' MIN. OF 3THREADS ju-F
BEYOND THE METAL CERT. OF AUTH, #29296
SUBSTRATE.FOR
STEEL STUDS, MIN 1070 TECHNOLOGY DRIVE
Fu=45 KSI. _ N. VENICE, FL 34275
(941)-480-1600
VINYL CASEMENT WINDOW NOA (LM)
GLASS/ANCHORS/FRAME OPTIONS
Approved as complying with u..
Florid&BuRdo' WCotk
Ihte 1
NOM - •1)
Muni Dwe deR
By ISln a,w.n.
9/9/14 - No.58705 * /t
J.
J ROSOWSKI
STA' 1:
/ONAI.
540C.0 i —kI.YNNMILLER. P.E.-
P.E.0 58705
LI
INSTALLATION
OPTION 1
ANCHOREDTHROUGH
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET.
FLANGE
FRAME
SHOWN
SEESHEETS
10 & 11 FOR —
HARDWARE
HD
WOOD FRAME OR BUCKSTRIP, SEE
INSTALLATION OPTION 2
TE 2, THIS SHEET.
ANCHORED THROUGH FRAME
1— EDGE DISTANCE
DIRECTLY INTO CONCRETEICMU.
1/4' MAX.
SHIM
SEE SHEETS 10811
FORHARDWARE
EMBEDMENT
EMBEDMENT
60
EDGE
°
—
DISTANCE
❑
o
8
—1/4'MAXSHIM_.°•
TYP.ANCHORTYPE,
TYP. ANCHOR TYPE,
Q
o
EMBEDMENTAND '
EMBEDMENTAND EDGE
❑
EDGE DISTANCE PER
DISTANCE PER
SUBSTRATE, SEE
SUBSTRATE,
TABLE 2, SHEET 2.
SEE TABLE 2, SHEET 2.
D
o�
-INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND
OUCKSTRIP INTO CONCRETElCMU.
PULA
SEE NOTE 2, THIS SHEET.
1/4' MAX. SHIM
EMBEDMENT
4i
LT
EDGE
DISTANCE
D
TYP. ANCHOR TYPE,
��
'• ..
EMBEOMENTAND
EDGE PER
�0
SUBSTRAE,SDISTANCE
SUBSTRATE, SEE
�•
a.
TABLE 2. SHEET2.
FLANGE I 1$ 11 VISIBLE LIGHTWIDTH ---1 62
FRAME HD REINF. EXTERIOR EQUAL -
SHOWN V LEGIBOX
I__I NOTES-
0 1) USE ONLY
SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE
BUCK
VISIBLE
SEE SHEETS SHEET 2. FOLLOW EMBEDMENT AND
HEIGHT
LIGHT
1 I & 11 FOR EDGE DISTANCE LIMITS. ANY
0
HEIGHT
HARDWARE INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE 1/4' MAX.
5
10 () WINDOW. SHIM
STD. RENF. O 2) MASONRY ANCHORS MAY BE USED
INTO WOOD AS PER TABLE 2, SHEET
STANDARD SASH RAIL 2. ALL WOOD BUCKS LESS THAN
72
HINGE & REINFORCEMENT, 1-1/2' THICK ARE TO BE CONSIDERED
87 (ALL SIDES) 1X INSTALLATIONS. IX WOOD BUCKS
SEE SHEETS 10 & 11 ARE OPTIONAL IF UNIT IS INSTALLED
11
FOR HARDWARE DIRECTLY TO SUBSTRATE. WOOD
FRAME
BUCK WIDTH SHOWN
HORIZONTAL SECTION A -A
SHOWN WITH HEAVY-DUTY SASH,
HINGE & REINFORCEMENT
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2.
1 —I r MAX.SHIM
Q BUCKS DEPICTED AS 2XARE 1-U2' TYP. ANCHOR /
HD REINF. THICK OR GREATER. 1X AND 2X4-7=-Or
TYPE, EMBEDMENT Fr9l
EXTERIOR O BUCKS (WHEN USED) SHALL SE ANDEDGE EQUALDESIGNED AND SECURED TO DISTANCE PER LEGIBOXRIOR Approved m complying with 0m
PROPERLY TRANSFER LOADS TO SUBSTRATE, SEE Florida Building Code•
THE STRUCTURE. WOOD BUCK TABLE 2, SHEET 2. / Date 1
10 & 11 FOR DESIGN AND INSTALLATION IS THE HARDWARE Q0� TYP. ANCHORTYPE, EMBEDMENT RESPONSIBILITY OF THE ENGINEEREXTERIOR MILimi Dade Aoduct caaW
AND EDGE DISTANCE PER OR ARCHITECT OF RECORD. //
SUBSTRATE, SEE TABLE 2, SHEET 2. By k -
EQUAL-LEGIBOX 1/4' MAX SHIM 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION
FRAME SHOWN OPTION 4 OPTION 4
(ALSO REFERRED TO AS DAYLIGHT
.. I BEADING TO BEADING. MEASURED FROM AFRAME INTO METAL AFFRAME INTO METAL H ���OAx I/l
LYN/y 4f
.. EMBEDMENT
'L,\CENSF.
VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 No. 58705
VISIBLE LIGHT FORMULAS FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI � -D ' '
EDGE DISTANCE $
INSTALLATION Helcrtr: BUCK HEIGHTS 314' ® a � ��� ' TA iF--1
VERTICAL SECTION B-B
OPTION 2 m zo ccRly?.• ��
CERT. OF AUTH. tl2
SHOWN WITH HEAVY-DUTY SASH, 9296 �i C��1 '' ......• C9 �
FRAME DIRECTLY ANCHOREDTHROINTO UGH HINGE & REINFORCEMENT 1070 TECHNOLOGY DRIVE
po ///t/llllll��
CONCRETE(CMU. N. VENICE, FL 34275 '+ i, A. LYNN MILLER P.E.
-(9411=4Ro=1Rnn CA=5540- s -NTS = -3-OF 11- 9 z MD=5540C:0 k 2 - a F fi.R7 s
r ti
j r .
INSTALLATION OPTION 5
ANCHOREDTHROUGH
INTEGRAL FIN INTO 2X WOOD
FRAME OR BUCKSTRIP. SEE
NOTE 2, THIS SHEET.
J-CHANNEL
FRAME
SHOWN
(�g15)--/�
U
SEESHEETS
10&11 FORS
HARDWARE 11
HD REIN]
BUCK VISIBLE
LIGHT
HEIGHT
HEIGHT
72
11
HD REINF.
EXTERIOR
SSHEETS
10 & 11 FOR —
HARDWARE
INTEGRALFIN
FRAME SHOWN
INSTALLATION OPTION 6
ANCHORED THROUGH FRAME INTO
INSTALLATION OPTION 5
ANCHORED THROUGH INTEGRAL FIN
1/4' MAX. SHIM
EMBEDMENT
2X WOOD FRAME OR SUCKSTRIP.
SEE NOTE 2, THIS SHEET.
INTO 2X WOOD FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET.
1/4' MAX SHIM
I-.— EDGE DISTANCE
r EMBEDMENT
SEE SHEETS & 11
O
R
FOR HARDWARE
EDGE DISTANCE
BO
3
EDGE
DISTANCE
BSn
�
1
11
7/4' MAX. SHIM
�O o —�
�
SEE
108
HAF
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 3, SHEET 2.
(NAIL SHOWN)
STANDARD SASH RAIL
HINGE & REINFORCEMENT.
B7 ' . (ALL SIDES)
_SEE SHEETS 10 & 11
FOR HARDWARE
INSTALLATION
OPTION 5
ANCHOREOTHROUGH
INTEGRAL FIN INTO 2X
EMBEDMENT
WOOD FRAME OR
BUCKSTRIP. SEE NOTE 2,
THIS SHEET.
VERTICAL SECTION D-D
SHOWN WITH HEAW-DUTY SASH.
— —
HINGE & REINFORCEMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 3, SHEET 2.
—f1/4' MAX. SHIM
EDGE
TYP. ANCHOR
o
0
TYPE,
❑
EMBEDMENT
AND EDGE
05
DISTANCE PER
SUBSTRATE,
SEE TABLE 2,
SHEET 2.
63�
11
J-CHANNEL
FRAME
16
HD REINF.
VISIBLE LIGHT WIDTH
NOTES: SHOWN
BUCK WIDTH
1) USE ONLY
SUBSTRATE -APPROPRIATE
HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2 &
3, SHEET 2. FOLLOW EMBEDMENT
AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN
MAY BE USED ON ANY SIDE OF
THE WINDOW.
2) MASONRY ANCHORS MAY BE
USED INTO WOOD AS PER TABLE 2.
SHEET 2. ALL WOOD BUCKS LESS
THAN 1-1/2' THICKARE TO BE
CONSIDERED 1X INSTALLATIONS.
1X WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 14PP THICK
OR GREATER. IX AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED
AND SECURED TO PROPERLY
TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE
RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF
RECORD.
3) VISIBLE LIGHT WIDTH OR
HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED
FROM BEADING TO BEADING.
DISTANCE VISIBLE LIGHT FORMULAS
WIDTH: BUCK WIDTH -804'
HEIGHT: BUCKHEIGHT-S3/4•
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 3, SHEET 2.
(SCREW SHOWN)
1 I
EMBEDMENT
INTEGRAL
TYP.ANCHORTYPE,
FIN
EMBEDMENTANDEDGE
FRAME
DISTANCE PER SUBSTRATE,
SHOWN
SEE TABLE 3, SHEET 2.
EXTEnRIOR
V
SHOWN WITH HEAVY-DUTY SASH,
HINGE & REINFORCEMENT
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
1/4' MAX SHIM
INTEGRAL FIN
FRAME SHOWN
INSTALLATION
OPTION 7
ANCHOREOTHROUGH
FRAME INTO METAL
RT.
CERT. OF AUTH.#29296
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941):480-1600
1/4• MAX.
SHIM
T, EMBEDMENT
ANCHOR �
TYPEOR
— AND EDGE AMmodtlomrpl*gwidLow
h
DISTANCE PER FloridsB ildi�aQo�
SUBSTRATE.SEE FIN ANDIOR p� { L • ( I
TABLES 2 8 3, FLANGE MAY BE NO 1
SHEET2. REMOVED IN -FIELD O MImi�M d `
EXTERIOR By
v INSTALLATION
OPTION 8
ANCHOFRAMEMETAL DT H 1(ILYNN
=_ VINYL CASEMENT WINDOW NOA (LM) 8 9/9114 No. 58705
J-CHANNEL & INTEGRAL FIN FRAMES om J ROSOWSKI = U 11&
UI�
v CX5540 y-NTS N 40F 11—�z MD-5540C.0 az A LYPeg58 05'P�
0
ILLUSTRATION OF CASEMENT -TO -CASEMENT (X-X)
(EQUAL LEGIBOX FRAME WITH IDENTICAL PRODUCTS COMBINED)
A) INDIVIDUAL
COMPONENTS: 5540 SERIES CASEMENT WINDOW
FRAME ASSEMBLY TUBEIMULL
/ \ 5540 SERIES
CASEMENT
WINDOW
MAXIMUM DESIGN
PRESSURE WHEN
USING THE FRAME
ASSEMBLY TUBEIMULL,
SEE NOTE 2:
+1- 70.0 PSF
B) COMBINED
COMPONENTS: 6' MAX., SEE NOTE 2, THIS SHEET
4' MAX ADDITIONAL MULLION ANCHOR
4, MAX yl SEE NOTE 2, THIS SHEET
C C / \\
63' MAX. \ /
C)HORIZONTAL
SECTION C-C:
5540 SERIES
CASEMENT
WINDOW
FRAME ASSEMBLY TUBE/MULL
DEEP, FLUSH CAPS
EXTERIOR
SEE SHEET 6 FOR FRAME
ASSEMBLY TU BEIMULLION
DETAILS
WINDOW
ANCHOR
SHALLOW, FLUSH CAP
5540 SERIES
ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O)
(FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED)
A= 63' MAX. FOR FIXED CASEMENT
_
A) INDIVIDUAL A=40' MAX FOR CASEMENT
B) COMBINED
COMPONENTS: A= 60' MAX. FORAWNING
COMPONENTS:
5540 SERIES
AWNING
-1
WINDOW
�-- A —�-{
FRAMEMA7
ASSEMBLY---,,,..
TUBEIMULLD
5540 SERIES
\
127-1/4' MAX
\
CASEMENT
WINDOW
84'MAX
//
FRAME
ASSEMBLY-
'-TUBE/MULL
VERTICAL
SECTION D-D
WINDOW
ANCHOR
+L MIN.#10X3/4'SMSQ
17' MAX O.C. THROUGH
4,.INSTALLATION HOLES, -
SEE WINDOWS
APPROVAL FOR
ANCHOR INFO-
127-1/4'MAX.
ADDITIONAL MULLION
ANCHOR SEE NOTE 2,
THIS SHEET
VERTICAL
SECTION E-E
5540 SERIES
EXTERIOR
FIXED CASEMENT
WINDOW /
•
8'MAX2:
SEE NOTE 2,
MIN.#10X3/4'SMS (d}17'
MAX O.C. THROUGH
THIS SHEET
INSTALLATION HOLES, SEE -
'UNDER SEPARATE APPROVAL
WINDOWS APPROVAL FOR
ANCHOR INFO.
FRAME ASSEMBLY TUBEIMULL NOTES, ALSO SEE NEXT SHEET:
1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE.
TYPE, SHAPE. QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET.
2) ANY 5540-SERIES CASEMENT, FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW (UNDER SEPARATE APPROVAL) MAY BE ATTACHED
TO THE FRAME ASSEMBLY TUBEIMULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH
WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE. SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WWDOWS OR
FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY .
3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON
THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEGBOX FRAMES. FOR FIN OR J-CHANNEL FRAMES
ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6.
CASEMENT 4) FOR FLANGE OR EQUAL-LEGIBOX FRAMES. THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10X 1' SHEET
WINDOW METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL, UP TO 17-MAX.
O.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS
TO BE SEALED BY INSTALLER.
5) THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63- IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY
NOT EXCEED A TOTAL OF 127-114' IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBEIMULL WIDTH.
MIN. # 10 X 3/4- SMS a@ 17' B) SHEET 5 & 6 REFER TO UNCLIPPED MULLION
MAX O.C. THROUGH ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES SEE
INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR TUBE MULLION UNDER SEPARATE APPROVAL
ANCHOR INFO.
in-F
CERT. OF AUTH. #29296
1070 TECHNOLOGY DRIVE
VINYL CASEMENT WINDOW NOA (LM)
FRAME ASSEMBLY TUBE DETAILS A
5OF11
Jgj 919114
J ROSOWSKI
5540 SEF
AWNING
WINDOA
(SILL) I
5540 SERIES
CASEMENT
WINDOW
(HEAD)
5540 SERIES
CASEMENT
WINDOW
(SILL)
SHALLOW, FLUSH CAP
FRAME ASSEMBLY
6540 SERIES
FIXED CASEMENT
WINDOW (HEAD)
Applwed.c PlYino wild 11n
Florida Bu'"Coda
Oft 411-I 11 S
NOAB 15-047
Mien Do& Pko&ld Caoud
�,V ILYNN ,,
1}CLNSF • FAQ
x No.58705 * r
�U� sT' Tg „IS ••/C/:
-A LY IN IuII�LER; P.E: -
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES
END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F
WINDOW ANCHOR WINDOWS, BEAL WITH ANCHORS THROUGH THE END CAP.
SEE NOTE2, SHEETS SILICONE.
NOTES FOR FRAME ASSEMBLY TUBE END CAP: `r `FRAME ASSEMBLY TUBEIMULL
FRONT VIEW
1) APPLIES TO FIN OR J-CHANNEL FRAMES.
2) REQUIRED AT HEADEPJSILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE.
3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET S.
4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14'.
-�{ 1.250'
100'
0
3.250`
OFRAME ASSEMBLY
TUBE, ALUM 600545
1.874- -►�
.375'
.080'
81 SHALLOW, FLUSH
CAP, PVC
1.874- --1
.827'
.080' Jl (4
R82 DEEP FLUSH
CAP. PVC
EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR.
•221" w4 REMOVE FOR
LflN APPLICATIONS1(-
.055'
J
M
EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBEIMULL.FC? lk-.
TEES. CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CUPPED, TUBE
MULLION UNDER SEPARATE APPROVAL
1-1/4"
81.114'MAX,
---�•I 81-114rj
' MAX.
63" 40- MAX
MAX
f7,�i 1-1f4'
---� 81-1l4-MAX. I+ 127-1l4" F rCASE.
2 OR MORE WINDOWS WITH VERTICAL • LZ��
FRAME ASSEMBLY TUBEIMULL.(4 WINDOWS MAX.) 127-114'
1-1l4' MAX
�+--• 127-1/4' MAX 2553/5
CAS
MAX.
\ �j/ 63- MAX
r \
/ Yi\ MAX. CASE.
FIXED 1
cAs�. CJSEMENT' CASE __J_ 2 0R MORE WINDOWS (4
I (�-- 127-1/4°MrU —►{ WWDOWSMAX)WITH
Its- 255-3/4- MAX. —yll HORIZONTAL FRAME
ASSEMBLY TUBEIMULL
2 OR MORE WINDOWS WITH VERTICAL FRAME
ASSEMBLY TUBEIMULL. VARIOUS WINDOW
TYPES AND SIZES (4 WINDOWS MAX.)
GISE
GSE
CASE
CASE.
SIDE VIEW
FRAME ASSEMBLY TUBE NOTE: �- A -►I
REFER TO SHEET 5 FOR THROUGH -FRAME PFIXED
ANCHORAGE AND THIS SHEET P CASE:
A= 63' MAX.
A,- 40' MAX.
A- 60' MAX.
1-1f4'
FOR FIXED CASEMENT
FOR CASEMENT
FORAWNING
Appnn'cd es*Wbing with IhO
FOR NAIL FIN ANCHORAGE DETAILSTYP. AT ALL FRAME ASSEMBLY TUBE ENDS \
M-,
NOBOTH
HORIZONTAL AND VERTICAL \Miawv1
AX
MAX \
265-314'
MAX
pY 54- �Y
//
MI1X
1MAX.'
/ CASE.
.lIL
1
J
/AWN.
83 FRAME ASSEMBLY TUBE
END CAP, PVC V-n F
CERT. OF AUTH. g28286
11070 TECHNOLOGY DRIVE
N. VENIC_E, FL_3427.6
(941)-480-1600
2OR MORE WINDOWS (4
WINDOWS MAX.; WITH
HORIZONTAL FRAME
11 jl
ASSEMBLY TUBFJMULL
VARIOUS WINDOW TYPES
��� Mj LYNN j�i
AND SIZES.
�� �,ON .••••.,
��.•''�,CEN j� '•
'UNDER SEPARATE APPROVAL
_ .F,p
�' �NQo.5�B705 * �_
�0q �EI ::�`
NAL
VINYL CASEMENT WINDOW NOA (LM)
0 919/14
FRAME ASSEMBLY TUBE DETAILS B
a� J
ROSOWSKI
A L p EA NN MILLER.PP
CA-5540
NTS
t 6 OF 11
o z
MD-5540C.0
i
-1 7/8' NOM. r
5/16" A/A PVB
7/16" AIR SPACE
1/8" A GLASS
G] EXTERIOR
DURASEAL,
SUPERSPACER
OR CARDINAL SPACER
-1 7/8 .NOM.
5/16" H/H SG
7/18" AIR SPACE
1/8" A GLASS
aEXTERIOR
DURASEAL,
SUPERSPACER
OR CARDINAL SPACER
7/8' NO I-
- 1 71 ^NOM.
5/16" A/A PVB
7/16" AIR SPACE--\
1/8" T GLASS
C] EXTERIOR
DURASEAL,
SUPERSPACER
OR CARDINAL SPACER
GLASS TYPE 6
7/8 ANOM. [ --
5/16" H/H SG
7/16" AIR SPACE
118" T GLASS
C] EXTERIOR
DURASEAL,
SUPERSPACER
OR CARDINAL SPACER
GLASS TYPE 10
--1 7/8' NOM.
7/16" A/A SG 7/16" A/A SG
8/16" AIR SPACE 5/16" AIR SPACE
1/8" A GLASS 1/8" T GLASS
a EXTERIOR a EXTERIOR
DURASEAL, DURASEAL,
SUPERSPACER SUPERSPACER
OR CARDINAL SPACER OR CARDINAL SPACER____tl)��
GLAZINGNOTES: GLASS TYPE 13 GLASS TYPE 14
•A" = ANNEALED
'H'= HEAT STRENGTHENED
'T' = TEMPERED
--�{ 718' NOM.
5/16" A/A PVB
3/8" AIR SPACE
3/16" A GLASS
aEXTERIOR
DURASEAL,
SUPERSPACER
OR CARDINAL SPACER
-►{ 710" NOM. �•�-
71W NOM. �-•
5/16" AIA PVB
318" AIR SPACE
3116" T GLASS
a EXTERIOR
DURASEAL,
SUPERSPACER
OR CARDINAL SPACER
GLASS TYPE 8
-+{ 71WNOM.
5116" H/H SG 5116" HIH SG
3/8" AIR SPACE 3/8" AIR SPACE
3/16" A GLASS 311 6"T GLASS
a EXTERIOR a EXTERIOR
DURASEAL, DURASEAL,
SUPERSPACER SUPERSPACER
OR CARDINAL SPACER OR CARDINAL SPACER
GLASS TYPE 11 GLASS TYPE 12
-�{ 7/8' NOM. 7/8' NOM.
7/16" A/A SG 7/16" AIA SG
1/4" AIR SPACE 1/4" AIR SPACE
3/16" A GLASS 3/16" T GLASS
a EXTERIOR a EXTERIOR 11.
DURASEAL, DURASEAL,
SUPERSPACER SUPERSPACER
OR CARDINAL SPACER OR CARDINAL SPACER
GLASS TYPE 15 GLASS TYPE 16
"PVB" = A90" BUTACITE(!D PVB
BY KURARAY AMERICA. INC.
"SG" =.09V SENTRYGLASO INTERLAYER BY KURARAY
GLASS TYPES 9 THROUGH
16 MAY NOT BE USED WITH
GLASS TYPES 5, 7, 9,11, 13
8 15 MAY NOT BE USED IN
AMERICA, INC.
J-CHANNEL OR INTEGRAL
THE HVHZ ABOVE 30'.
FIN FRAMES
1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2.
-
-- - -
2) SEE TYPICAL GLAZING DETAIL ON SHEET 2.
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Hk
3/18' A CAP, ARSPACE, 1/8' A, .080' PVB, II8' A & WIG' T CAP, AIRSPACE, 1/8-A..Ow PVB, 1fB' A Rehlawses4n,a e& far Gan 7 & B
msni Typa:
Olmenel°ne 3D.883 37.052 31.431
71.593 +BW-70 +651-70 *851-70
72 +8&-70 +05/ 70 +65170
7'1 aRSr_!fl aRRI-]n -.]n
Y
7e +85/-70 +69-70 +05/-70 +65;•70 +651-70 +69-70 +851.70 +89-70
.M.]1f
.651-70 1
74
+65/-70
+65/-70
+651-70
4B5/-70
+651-70
+851-70
+85/-70
+65f-70
1 +86/-70
+6w-70
1 +651-70
+051-70
+65/-70
+651-70
76
485/70
4651-70
+851-70
. +651-70
+85170
+e51.70
+65170
-651-70
+851-70
+851-70
4651-70
+85/70
+85/70
+851.70
78
+661-70
.651-70
+99-70
+85/-70
+6&-70
+66r-70
+851.70
+65I70
+65/-70
+851-70
+65170
+85/-7
+851-70
+551-70
77
+85/ 70
4651-70
+05170
+651.70
+65/-70
465470
+651-70
+651-70
+89-70
+65I-70
+65/ 70
+S5770
+BMW-70
+651-70
76
+85/ 70
4851-70
+SV-70
+1 5 0
+65h70
+651-70
+651-70
+651-70
+65/-70
+651-70
4MI.70
+851-70
+65/ 70
4 70
+ail-lu 1 +W1-rV 1 .am-ru 1 Too' 1R 1 -.1. 1
Window Design Pressure, (+/• p6Q
VB' A CAP, AIRSPACE, 1/8' H, .090' SG, 1/8' H & 118- TCAP, ARSPACE, IIV H, .090' SG, 1/8- H
heavy-MV
Sash, "&
Rehl°rceeenl
Use mh table
for Gass
Typo:
BI 10, 11
& 12
3116- A CAP, AIRSPACE, 118- H, .090- SG, 118- H & SAO' T CAP, AIRSPACE, IIW H, .090' SG, 1/8' H
Window
Buck Width On)
Dlmenalone
24 -
26
28
30
32
34.005
35.7D5
36.621
38.085
39.129
40
+701-110
+7a-110
+70/-110
+7a-0t0
+7a-110
+701410
+701-110
+701410
+701-110
+7a-tto
+7a-110
+701-110
+7a-110
+70/-110
+7a-110
+70/-110
+701-110
+701-110
+701-110
+7aa10
+701.110
+7a-110
E72
+70/-110
+701-110
+701-110
+7a-110
+701-110
+70F710
+701-110
+701-110
+701-110
+701-110
*7a-110
+70/-110
+7a-110
+7aa10
+7a-110
+7a-110
+701-110
+7a-im
+70/-110
+7a-110
+7a•11o+7a-t10
+70/-110
+701-110
+701-110
+7a-110
+7a-110
+70/-110
+7a-110
+TOl-110
+7a-110
+701-110
+701-110
I TALI F A.
MAX. JAMBO.C. SPACING IF MAX. O.C. SPACINGIF ANCHORING AppsousOln
Flgid�
ANCHORING THROIIGHTHE FRAME PER THROUGH THE INTEGRAL FIN PERSHEEI.4 Oete 11-15illard
APPUESTOBCORDANCHORS APPLIESTOFANCHORS NO ;Mlemi `
(SEETABLE2) (SEETABLE3) B7
12.67' 4' T
a
ry
K
•1
m
MAX. JAMB O.C. SPACING IF
ANCHORINGTHROLIGH THE FRAME PER
SHEETS 3 & 4
APPLIES TO B, COR D ANCHORS
(SEETABLE2)
1D.13°
1 GLASS TYPES 9 THROUGH GLASS TYPES 5. T. 9, 11, 13
16 MAY NOT BE USED WITH & 15 MAY NOT BE USED IN
J-CHANNEL OR INTEGRAL THE HVHZ ABOVE 30'.
• FIN FRAMES
Window Design Pressure, (+I-psQ
H�ayy-Ddy
uselnzlmt
ror Gbss
ryps:
13, 14,
15&1B
118-A CAP, AIRSPACE, 3116-A,.09V SG, 3116-A & lIrT CAP, AIRSPACE,-3116' A,.090' SG, 3116-A
Sesn,Wlge&
Rtlrlorten1a11
3116-A CAP. AIRSPACE, Vls-A,.090-SO. 3116'A & 311WTCAP, AIRSPACE, 3116-A,.090-SG, 3115'A
Window
Buck W101h On)
.Ions
34.005 1
34.414
34.834
35.294
35.705
3BA57
36.627
1 37.096 1
37.584
38.085
38.8
39.129
1 39.012
40
71.41
+70/-110
+7111-110
+70'-110
+701.110
+701-110
.701.110
+701.110V+701-1
+70A
0
+701-110
+7a-110
+7a-11D
+701-110
72
+701.110
+7a-11O
+7U410
+701.110
+701-110
+7a-110
+701.110
+70D
+701-110
+701-110
+701-110
73
+70I.110
+7a-110
+701-110
+7a-110
+7a•110
+7a-110
+701-110
+7a0
+701-110
+701-11D
74
+701-110
+701410
+7a-110
+701-110
+701.110
.701-110
+701-I1D
+700
+7a-110
75
+701410
.701.110
+701-110
+701410
+7a•110
+7a-110
+701.110
+70076
+7a-/1D
+701.110
.701-110
+701-110
+701.110
+701-110
+7a-110
+70
v 77
m
+7a-110
+7a•110
r70'-110
+7a-110
+7a•110
+7a-110
+70!-1t0
78
Y
79
60
81
82
83
80
+701-110
+701-110
+70-110
1 +701.110
+701410
+M410
+7(Y-110
'
MAX. JAMB O.C. SPACING IF
THEFRAMEPER
SHEETS34
+701-110
+701.110
+701.110
1 +701410
+701.110
+701410
+701-110
+701-1t0
+701.110
+7a
+701.110
+7a-110
+701-IID
+7a -110
8,C
APPLIESTOQCOR DANCNORS
Ofl
(SEETABLE2)
+701-110
+701-110
+7N-110
9d
+7a
+701-110
'
1 +701.110
10.88"
NOTES:
1) BUCK DIMENSIONS SHOWN.
2) FOR SIZES NOT SHOWN,
ROUND UP TO THE NEXT
AVAILABLE WIDTH OR HEIGHT
DIMENSION.
`1
N �a
0
rn
C9 C,4 31a0 0
1�
O M to
0
Z lJL uMvO
U U o
W Z Yre Q "D
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O -1 O
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W
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No.50705
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P.E.6 58705
EXTEI
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FRAME JAh
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TO VEI
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6
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60 SHOWN
ATTACHED TO
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ATTACHED TO
I
VENTSIDE RAIL
J
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2,615'
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2.583• I 2.583' I I t
JT BOTTOM RAIL 1`JI n �
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i .075•
OHD VENT RAIL O STANDARD VENT RAIL
gg• 1 188'
1.622 � 1.522'
OHO VENT O STANDARD VENT
11 REINFORCEMENT 10 REINFORCEMENT
ATTACHEDTO
39
FRAME JAMB
Appmlrod G Mn,lying will We
1
28
- �� 301'
SECTION
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Florid06ui Cade
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FRAME JAMB 1
4
HORIZONTAL HARDWARE
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SCREEN FRAME
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No. 56705
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VINYL CASEMENT WINDOW NOA (LM)
c 919114
VERTICAL
VERTICAL
gBOM&ASSEMBLYA
m JROSOWSKI
u
HARDWARE
HARDWARE
®
>=
tlJl
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NOTES: LOCKJAMB
HINGE JAMB
CERT. OF AUTH. #29286
Nm
`�
�UNAL
1) SOME PARTS/OPTIONS NOT SHOWN FOR CLARITY.
1070 TECHNOLOGY DRIVE
N. VENICE, FL3.427.5
n- d
40
—
llitil
— - A.
—2)INTEGRAL-FIN FRAME' SHOWN-PART#1.OTHER FRAME TYPES -APPLY.--
(941)-480-1800
CA-5540
�, NT$
10 OF 11
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MD-5540C.0
zz
LYNNMILLER.PR
P•EM Sg705
TABLE
- -
9:
3500' 3.6W
0 <Q —
WEATHERSTRIP-JUL,
CO -EXTRUDED CO -EXTRUDED r
WEATHERSTRIP L--�
t 1j
2.880' 12.880'
1 QOO QOO
.075' .075'
6 �O❑ �O❑ o
625' 1.375• •219' 219'
O J-CHANNEL FRAME O FLANGE FRAME
'
72 86
3.500' 3.500'
0 0
DED
FATHERUDED CO-EXTR TRIP
WEATHERSTRIP WEATHERSTRIP
EXTERIOR 2.880' 2.880'
QOO QOo
.075' .075'
�o❑ oH U]o❑ o
MITERED FRAME & r
T CORNERS
ITH INTERIOR AND 1 .219' 21ir
EXTERIOR WELDS 1.375' '
O3 INTEGRAL FIN FRAME O EQUAL LEGBOX FRAME
80
VENT
ASSEMBLY
DETAIL 87
SCREEN
'
ASSEMBLY
72 DETAIL
_ Oeae t �
8 '� •LI
DrdeA'oEratCanhol
FRAME
1 ASSEMBLY 9y �Sk�•L�+�.K�.
DETAIL
`\.`� oWj II YNN n,
NOTES: `��•'�10ENSF'/(,F,P'�
1) SOME PARTSIOPTIONS NOT SHOWN ON No.58705 '
DRAWING FOR CLARITY. _
VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 _
2) J-CHANNEL FRAME SHOWN, PART #1, OTHER N BOM&ASSEMBLYB 4' JROSOWSKI __ 1 =
FRAME TYPES, PARTS #2-4.APPLY. e-D -=
•• S'f �� D� V
3) ITEMS # 7-0. 12-14,16.19. 59, 61, 65-71. 73. 79, ® ; ; 2 .C� '•, F w
81.03, 88 & 89 ARE NOT USED AND ARE NOT a" o �s •., [ O'FTtDP, .•'���
. .
CERT. OF AUTH#29298 •
PART OF THIS APPROVAL. ..
n ny, ��
1070 TECHNOLOGY DRIVE
4) ROYAL PVC TO BE LABELED FOR AAMA N. VENICE, FL 34275 m v
—EXTRUDER CODE. ----- —' o A. LYNN MILLER, P.E. _
(941)=480-1600 N C-A-5540 ,° NTS N 11 OF 11- oz-MD-5540C:0 �z P.E.a 58705
1
620125 Jchamtel
Frema
PVC
2
620126
Flange Frame
PVC
3
620127 Inle
rel Fln Frerire
PVC
4
62012E
vat /Box Frema
PVC
6
620130
Standard Vent Rail
PVC
6
620173
HD Vent Rag
PVC
10
620183
Standard Vent Relnbreement FtitLe
Alum. 6005-T6
11
620164
HO Vent Reblbrcemenl Full Le lh
Alum. 6DO545
15
6TP247
Weatherstrip. 65 W-1 duro.
Flex PVC
20
7OZ4
Mtdti-Pclnt Look
C Steel
21
Tall
Multi -Point Lock Flat Support Plate
C Steel
22
Cartes with elze
Tie Bar
C Steel
23
2D222
Tie Bar Guide
C Steel
24
7014
Muld-Lock Keeper
C Steel
25
71024)WMPPFX
#10-24 x 9/1W PN. PH Machine Screw
SS
26
7MPPTX410
98 z 3W Phl. PH Tek
88
27
7BX112PSAX
He x 1.1/Y Phi. FTi Tek
SS
28
2D249150
ad Operator narrow lerd < or = to 24' , UR
C Steel
29
20249p50X
ad Operator narrow �nt < or = to 24' UR
SS
30
20251152
Dual Ann Operator wlde%ent>ZV UR
CSteel
31
20251p52X
Dual Ann Operator wide lent>24' , UR
SS
32
7033
Dual Arm Operator Track
SS
33
20241/42
HD Dial Arm Operator, UR
CSteel
34
20241p42X
HO Dual Arm Operator, UR
SS
35
20244
HDOperator Track
SS
36
7031
Operator BackQV Plate
CSteel
37
20253
O rator Cover
36
7030
Operator GasketWNte
Neoprene
39
Standard Handle
CSteel
40
7018
Foldi Handle
C Steel
41
7019
T-Flandle umbturn
CSteel
42
7 X
x 1I7 PhL PH Machine Screw
SS
43
SS34P A
78534PFAX
#8-32
q8 x 3r4' Ph]. PH
SS
44
78WSDX
#8 z 1' Phi. FH Tek
SS
45
7MC7032LWRH
stud Bracket. UR
CSteel
45
7MC703Z1-WRHX
StudBrecket,UR
Ss
47
20243
HD Stud Bracket, non4randed
C Steel
45
20243X
HD Stud Bracket non -handed
Ss
49
73337LHRH
Egress H e, UR -
C Steel
50
733371JOORH%
Egress Hnge, UR
Ss
51
73MBlHRH
Washable Hinge, UR
CSteel
Sz
733361J04RHX
Washable H a,UR
Ss
53
2D245I8
HD Washable Hnger, UR
C Steel
54
20245XlBX
HD Washable H e, UR
SS
55
720247/8
HD Washable a Track, UR
C Steal
56
720247WB%
HD Washable H e Track. UR
Ss
57
78X34FPAX
#8 x 3W PhL FH w/ #7 Head
SS
68
731877
Operator Sllde
Plastic
60
73346
Snubber
CSteel
61
Not used
62
720256
HO Snubber
Die-castanc
83
78X12PPSMSX
#8 x 1/2' Phl. PH
SS
sa
201e7
Anchor 11e1e PluiM
PVC
72
720135
Lam[ IG Olazirg Bead_
PVC
74
BBckbeddlrrg,GE77000fDow791
Silicone
75
Ouanex S erS ecer nXrwith Hot Melt But
Com ehe
76
Ouanex Wreseal Spacer
Com ke
77
Cerdinal>7. Edge S ecer
Com she
78
71848N
Selll Bloek T18' x 1' x 1!B' 85 fl- 5 data.
EPDM
till
67005 -
Extruded Screen Frame
84
47040
Screen Comer Key%AO
a5
7CASPM
Tdnsbn S d
88
61816034
Screen Cloth
87
61ON24
.140' Screen Spline Machine/Hand Ro08
w
620160A
Frame Assembly Tube
Alum. 600545
91
620177
Shegow, Flush CepPVC
— —92
-"-'--820178—
Deep,-F1uskCe — --
—PVC—
_11-