HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page 1 of 2
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Product Approval
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rodurt Aeprova_Mend>Product or AUDlication Search>Aneiication Troed
Detail
µ FL#" Application Type Code Version Application Status BPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology drive
.eRic�FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category windows
Subcategory Casement
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 06/26/2016
Date Validated 09/15/2016
Date Pending FBC Approval
Date Approved 09/21/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsT04p5 WuWRU... 4/3/2017
Florida Building Code Online Page 2 of 2
Summary of Products
JFL# Model,Number or Name Description
245.1 ICA-640(Non-Impact) Aluminum Casement Window
i Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI:.245.Ril C CAC 16-06219i.Q,p_r._If
f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/11/2018
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL.245 R11 II 16-0629.19.pdf !
for product performance information,anc ra et—d Is,and anchor VeriFled By:Miami-Dade BCCO-CER
type,size,and spacing information: - - Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: i
245.2 CA-740(Impact) Aluminum Casement Window
Limits of Use Certification Agency CertifI
Approved for use in HV Z:Yes FI-245 811..X,.-�: 21..ndf
Approved for use outside VHZ:Yes ality Assuran ontract Ex ration D to
Impact Resistant:Yes 04/11/2018
Design Pressure:N/A - Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(dOA) FL245 R11 It 1.6-0629.21.Pdf
for product performance information,anchorage details,and anchVerified By:Miami-Dade BCCO-CER '
type,size,and spacing information. �- Created by Independent Third Pa
Evaluation Reports i
Creat
V11y4n4epend ntThird Party:
245.3 CA-2740_(Impact) _ _ Vinyl Casement Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL245 R11 C CAC 13'021.11.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/11/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL2452=1 I! 13-1021.1i.pdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports li
Created by Independent Third Party:
245.4 CA-5440(Non-Impact) Vinyl Casement Window
Limits of Use _ Certification Agency Certificate
Approved for use in HVHZ:Yes FL245 R11 C CAC 16-0714.12.pdf
iApproved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/17/2020
Design Pressure:N/A Installation Instructions
! Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL245 R11 11 16-0714.12.pdf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
245.5 CA-5540(Impact) Vinyl Casement Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL24S R11 C CAC 16-0714.11.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/17/2020
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL245 R11 11 16-0714.11.Ddf
for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER
type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(I),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
,, ® FChect. R
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsTO4p5 WuWRU... 4/3/2017
M IAM 1•DADE MIAMI-DADE 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 t , ' s determined by Miami—Dade County Product Control
Section that this product o aterial fails to meet the requiremen s o le building code.
This product is approv as described herein, and has been designed to comply a Building
Code,including the Hi h Velocity Hurricane Zone.-
DESCRIPTION: Serie "CA-740"Outswing Aluminum Casement Window-L.M.I.
APPROVAL DOCIJMENTDrawing No. MD-CA740-LM, titled "Casement Window Det ' s - LAI &
SM", sheets 1 through 11 of 11, a 08/12,with revision B dated 05/05/16, pre a y manufacturer,
signed and sealed by Anthon n iller,P. ., ounty Product Control Revision
stamp with the Notice p Acceptance number and expiration date e Mi =Dade County Product
Control Section.
MISSILE IMPAC RATING:Large and Small Missile Impact Resistant
LABELING: Each um hall bear a permanent label with the manufacturer's e or logo, city, state,
model/series, and following sta : "Miami-Dade County Product Contr pproved", 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 a
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-0629.21
Me,COUNTY
Expiration Date: April 11,2018
smaw
Approval Date: August 11,2016
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 NDA 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
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manuel eV E.
Product Contro Exa finer
NOA No. 1 - 629.21
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
c "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-51' Edition (2014), dated May
16,2015,issued by manufacturer, signed and scaled 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.
i
Manuel erez
Product Control Ex mme
NOA No. 16- 29 1
Expiration Date: April 11,2018
Approval Date: August 11,2016
E-2
5/16'LAMINATED 7/16'LAMINATED
GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESI RESSURE RATING IMPA TING
GLASS
ASSSTACK G AsssracK
CASEMENT WINDOW VARIES, RATED FOR LARGE& L .aKURARAY
BUTU RAACI ENPVB .090•SGP BY KURARAY
B
SEE SHEETS 5-9 MISSILE IMPACT RESISTAN 1/e"ANNEALED 3116'ANNEALED OR —AMERICA,INC.
AMERICA,INC. HEAT-STRENGTHENED
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 37"WIDTH Goss i GLASS 3/16-ANNEALED OR
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH • 1/fi"ANNEALED HEATSTRENGTHENED
VELOCITY HURRICANE ZONE(HVHZ. 25.476"MAX.O.C.IF WIDTH IS EXTERIOR 39 GLASS EXTERIOR 38 GLASS
UNDER 33.476°(HEAD&SILL
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4"MAX.
REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE r-+'B,SEE SHEET 2 11/16°GLASS BITE ;1;4
16"GLASS BITE
35
OUTBOARD LITE(CAP)MUST TEMPERED. ._._._._._._._._._ 3 3)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DARE j _COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHORI EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS I 'MAX° 32 50
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4.
A \ A.SEE O.C. GLASS TYPE 1 GLASS TYPES 2&3
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X SHEET 2 t
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 718'NOM. 7/8'NOM.
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR j \ GLASS STACK /16'LAMINATED GLASS STACK ��f �..i�� 7/16`LAMINATED
6"MAX. .— 5 I GLASS STACK
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY I 6D.C. ~'j Guss STACK
TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION I1/8'ANNEALED GIASS 3116"ANNEALED OR
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. / 7/16'AIRSPACE 090"BUTACITE®PVB 1/4`AIRSPACE-, HEAT-STRENGTHENED GLASS
69' USER CHOR \ ABY MERICA,
3/16•ANNEALED .090-SG®BY KURARAY
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE I t/a'ANNEALED oR
PAIR A CH AMERICA,INC. GLASS AMERICA,INC.
TEMPERED GLASS
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT JAMB IF
i 3116-ANN EALED OR
TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT HEIGHT I 38 1/8'ANNEALED 38
GLASS HEATSTRENGTHENED GLASS
THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DLO) I / / 26'OR O R EXTEwoR EXTERIOR ,
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESEI 11/16"GLASS BITE I 11/16"GLASS BITE
INSTRUCTIONS. / 76" 37 37
H IGHT
3 3
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS /
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING j
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED / 32 50 32 50
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. j
7)DESIGN PRESSURES: j/ GLASS TYPES 4&5 GLASS TYPES 6&7
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, 1 7/8'NOM.
FRAME ANALYSIS AND GLASS PER ASTM E1300. GLASS STACK 7/16`LAMINATED
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/ —�1 GLASS s7ACK
CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E'1300. 31t 6"ANNEALED OR
__B HEAT-STRENGTHENED GLASS
- `IWIDTH IS 1/4'AIRSPACE .090"SGOBY KURARAY
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 4"MAX. J �T 33.476" OVER(HEAD&SILL) 3116'TEMPERED AMERICA.INC.
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 30"VISIBLE GLAS3
EALEDOR
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS HEAT-STRENGTHENED RENGT EN
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF OPENING(DLO) 38 HEATSTRENGiHENEO
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER TYP. ELEVATION ASEME I NDOW EYTERIOR GLASS
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA a
BUILDING CODE FOR CORROSION RESISTANCE. 11/16"GLASS BITE
STANDARDS USED: 37
9)REFERENCES!TEST REPORTS FTL-7065,3579.3580,3724;ELCO ULTRACON •2014 FLORIDA BUILDING CODE(FBC).5TH EDITION 3�--�
NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND -ASTM E1300-04
ADM ALUMINUM DESIGN MANUAL -ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION 50 PRODUCT REVISED
-ALUMINUM DESIGN MANUAL,ADM-2010 32
•AISI-S 100-07/52-2010 os c-rnplying with Qx F421dc
TABLE 1: GLASS TYPES 8&9 Aa`3pta-e.&
\\11111 I11/// E<piralion Date T1 ?A 18
lags--Type6-_.,_ Sheet# \\0' () N`- ��� Revised By: Dote: Revision B.
,+►� % JR 05/05/16 ADDED SHEET 11 By
5/16"Leml(118 An _ 5 •'• U�� /C� WITH SPACERS. 'Mimi cie
-.090"PVB-1/8 An) GENERAL NOTES.............................1
Pmdl,et
ELEVATION.......................................1 Q':' •• Revised By: Dafe: Revision A:
2 177841 e11ti An-.090"SG-3 6 _*: P
3 7116"Lami(3/113 HS-.090"SG-311 HS) 7 GLAZING DETAILS...........................1 _ No.5Bm5
INSTALLATION.................................2 -
4 7/8"Lami.IG(1/8"An-7/16"Air-118"An-.090"PVB-118"An) 5 ASSEMBLY TUBE DETAILS.............3 Urown By:
5 718"Lami.IG(118"T-7/16"Air-118'An-.090"PVB-1/8"An) 8 ANCHOR SPECIFICATIONS............4 r • _ ® Description:
. 0% 6 - GLAZING DETAILS J ROSOWSKI
6 718"Lam!.IG(3116"An-114"Air-3/16"An-.090"SG-3118"An) 9 ANCHOR QUANTITIES.....................4 ��•,• ��[/`
7 7/8"Laml.IG(3116"An-114"Aif-3/16"HS-.090 SG-3116 HS) 7 ASSEMBDES GN LY DETARLSSBOM..............10 �� -':c4QRiDt, .- ` , 1070 TECHNOLOGY DRIVE Title: Oate:
8 7/8"Lami.IG(3/16'T-114"AIr-3/16"AD-.090"SG-3/16"An) 9 EXTRUSIONSISPACER....................11 / rS�O NG � N. V.O. B F'_ 39 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
9 718"LamL IG(3/16'T-1/4"Air-3/16"HS-.090"SG-3116'HS) 7 y77j �44L \\� P.O. BOX 1529
//11111 II\ NOHON.IS, FL 34274 Series/Model: Scole: Sneet: Urowing No. Rev:
"SGB=SENTRYIGLAS�VB BY KURARAY
UR RAYAMERICA.
AMERICA..INC A.LYNN MILE05,P.E. CERT. OF AUTH. ()29296 CA-740 NTS 1 OF 11 MD-CA740-LM B
INSTALLATION INSTALLATION INSTALLATION
OPTION 1 EDGEOPTION 4
DISTANCE r� EDGE DISTANCE OPTION 2
INSTALLATION ANCHORS
INTO 2X WOOD. I —� CONCRETE/CMU INSTALLATION ANCHORS INSTALLATION ANCHORS
DIRECTLY INTO MASONRY. DIRECTLY INTO METAL.
PER ANCHOR
AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH —�
TABLE 3,SHEET 4 ATTACHED TO
1/4"MAX
82 TYP.ANCHOR _ SHIM ATTACHEDTO 15 16 FRAME SILL 10 11
TYPE,
EMBEDMENT VENT SILL 89 13 #12 STEEL
AND EDGE ',a 4 g 32 33 80 12 83 SELF-DRILLING
5 1 DISTANCE PER SMS,SEE TABLE
SUBSTRATE, 20 3,SHEET 4.
22 23 4 SEE TABLE 3, O
C3 SHEET 4.
60 DADE AP PROVED
EDGEg 18 84
MULLION,ALUMINUM,
35-37 8 DISTANCE " ( BEL OPERATOR ARM 38 39 STEEL FRAMING OR
�- �\ STEEL STUD.
ATTACHED TO QQ 82 �I �� ATTACH TO VENT SILL 35.37 81
FRAMEJAMB % EMBEDMENT °• ��
13 1 24 � SIBLE LIGHT WIDTH(DLO) 3 5
83 70 FOR SNUBBER REQUIREMENTS,
EXTERIOR ATTACHED TO SEE TABLE 4,SHEET 4. 8 _ EXTERIOR
VENTJAMB_ OPTIONAL ADDON WINDOWWIDTH
12 1-
FLANGE @ HEAD, �J
SILL&JAMBS HORIZONTAL SECTION A-A
81 11 SEE DETAIL EGRESS FORMULAS:
WINDOW Al.BELOW WIDTH,WASH HINGE:WINDOW WIDTH-13.1/2
HEIGHT JAMB NOTES:
10 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE NOTES: WIDTH,:WINDOW HEIGHT
WIDTH-7-1/2
VISIBLE 14 WARE ANCHORS LISTED ON TABLE 3,SHEET 4. / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6
LIGHT FOLLOW EMBEDMENT AND EDGE / COMBINATION UNITS,
HEIGHT ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS:
BUCK DISTANCE LIMITS.ANY INSTALLATION / / / 10"MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7
(DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY 1 /� / --_ INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7
SIDE OF THE WINDOW. I\ / / - WINDOW FRAMES AT 10"MAX.
ATTACHED \ r� / FROM EACH SIDE OF THE FRAME
TO FRAME 2)ALL WOOD BUCKS LESS THAN i-112" / ASSEMBLY TUBE CENTERLINE.
JAMB THICK ARE TO BE CONSIDERED 1X p SEE TABLE BELOW:
ATTACH ED TO F INSTALLATIONS.IXWOOD BUCKS ARE -
FRAME JAMB �k 89 OPTIONAL.UNIT MAY BE INSTALLED j Additional Anchors Required on each
DIRECTLY TO SUBSTRATE.WOOD BUCKS --� �— 10'MAX• SEE DETAIL A2,BELOW Side of the Frame Assembly Tube(FAT)
DEPICTED AS 2X ARE 1.12"THICK OR
ATTACHED TO GREATER.1X AND 2X BUCKS(WHEN USED) F Window Anchor Type
VENT JAMB SHALL BE DESIGNED TO PROPERLY u Wdth A _B C&D
TRANSFER LOADS TO THE STRUCTURE. 17'-22.9" 0 0
62 WOOD BUCK DESIGN AND INSTALLATION _ 25.9" 0 1
IS THE RESPONSIBILITY OF THE ENGINEER > 26•« 1 1
38 39 63 OR ARCHITECT OF RECORD.MAXIMUM Window Anchor Type
17 SHIM THICKNESS TO BE 1/4'. a Height A B,C 8 D
0 20 15 16 7E 17"-22.9° 0 0
DETAIL ? 23"•25 9" 0 1 PRODUCE REViSFiD
82 DETAIL EW 31e Wu
21 Al A2 $ 26°� 1 1 as—ply(aeg with
8BuildinRCo&
80 �6-�OZQ•/�
1 1XWOOD Revised ByRevision 8,: Date: AEr iepattmicmx Date
2O�a
BUCKSTRIP,
SEE NOTE 2, By
THIS SHEET. Revised By: Dole; Revision n: Mienu enc Prod ct Contr
1/4"MAX SHIM
Description; Drown By:
CONCRETE EMBEDMENT &. CROSS SECTIONS&INSTALLATION J ROSOWSKI
PER ANCHOR 1070 TECHNOLOGY DRIVE Title: Date:
REQUIREMENT•. - N. VENICE, FL 29 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
INSTALLATION OPTION 3 ;' P.D. BOX 1342
INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B NOKOMIS, FL 34274 Serias/Model: Scute: Sheet: Drawing No. Rev:
1X BUCKSTRIP INTO MASONRY. A LYNN MILLER,RE CERT. OF AUTH. 29296 CA 740 NTS 2 OF 11 MD-CA74O-LM B
P.E.#58705
CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISED
complying with tltn Fit"
5x"'13 Cade '' a�y.2j
--.-{ -.— 10',SEE NOTE 7,THIS SHEET Acceptance_
FIGURE 1: —I-- E M imt_Data {$
� FIGURE 2: 740 SERIES
AWNING �y Z ?
/ WINDOW v Muni ode Product
C C j
/ D FRAME —�
WINDOW / / / _ ASSEMBLY
HEIGHT <�� TUBE -- FRAME ASSEMBLY TUBE NOTES:
10',SEE NOTE 7, E —D m
THIS SHEET \ J 1)DIMENSIONS SHOWN ARE
740 SERIES / TIP-TO-TIP DIMENSIONS FOR EACH J
CASEMENT—� \? INDIVIDUAL WINDOW.FOR SIZES NOT
WINDOW / SHOWN,ROUND UP TO THE NEXT O
WINDOW /
/ AVAILABLE WIDTH OR HEIGHT
WIDTH 740 740 / - �E DIMENSION SHOWN ON THE TABLES. Zd V
co
SERIES FRAME SERIES FRAME 2)ANY 740-SERIES PRODUCT ' n
CASEMENT ASSEMBLY CASEMENT 'ASSEMBLY (CASEMENT,AWNING OR FIXED 2 o�
WINDOW TUBE WINDOW —`'� (A o
1 �E TUBE CASEMENT)MAY BE ATTACHED TO ...I
THE FRAME ASSEMBLY TUBE.FOR t
/ `740 SERIES ALL WINDOWS,USE THE WINDOWS ¢ H r
FIXED WINDOW NOA FOR ANCHORAGE,SIZE AND LL( J LL
DESIGN PRESSURE LIMITATIONS. - Q O
/ \ 'SEE PRODUCTS NOA FOR - 3)ALL WINDOWS IN THE m LIJ W co
INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO N
740 SERIES INDIVIDUALLY COMPLY WITH THE r
CASEMENT EXTERIOR REQUIREMENTS OF THEIR 0 v
CO
WINDOW f'1 \ RESPECTIVE NOA. J 0 Z
V `00 m Z
740 SERIES 740 SERIES
4)FRAME ASSEMBLY TUBE TO BE o o O
FASTENED TO WINDOW,AS SHOW IN _
AWNING CASEMENT W
WINDOW WINDOW
DETAILS.WITH .USE HE SAME
Y � O
FOR SINGLE UNITS: METAL SCREWS.USE THE SAME (n Z
MIN.#12 X 1'SMS SPACING AND QUANTITY AS THE
1)DETERMINE YOUR WINDOW SIZE THROUGH FRAME OPPOSITE FRAME MEMBER. O ,•LL 2 .:1-
AND GLASS. INSTALLATION HOLES FRAME ASSEMBLY m^ c� Lu Q
5)THE FRAME ASSEMBLY TUBE MAY m N(�
ASSEMBLY TUBE v
2)KNOWING YOUR ANCHOR TYPE NOT EXCEED 62'IN LENGTH(AS USED a
AND SUBSTRATE,DETERMINE TUBE MIN.#12 X IN A 63'FLANGED WINDOW)OR BE on` c LL E C..) N
YOUR ANCHOR GROUP FROM MIN.#12 X 1"SMS USED IN TEE OR CROSS
TABLE 3,SHEET 4. 1'SMS 740 SERIES THROUGH CONFIGURATIONS.
THROUGH CASEMENT INSTALLATION ? rn
3)FROM SHEETS 5-9,FIND THE INSTALLATION WINDOW HOLES 6)THE FRAME ASSEMBLY TUBE IS ® o N
SHEET FOR YOUR GLASS TYPE. HOLES NOT REQUIRED TO BE CLIPPED TO }n a
FIND THE PRODUCTS DESIGN W THE SUBSTRATE.ALL EXTERIOR740 SERIES FPRESSURE FROM THE TABLE CASEMENT EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 4 i
LABELED'DESIGN PRESSURE WINDOW ASSEMBLY 740 SERIES z vi m
WINDOW
(PSF)FOR SINGLE WINDOWS,ALL � TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, w vi
ANCHOR GROUPS'. CASEMENT ADDITIONAL INSTALLATION ANCHORS _w o 0
HORIZONTAL SECTION C-C WINDOW* AY NEED TO BE INSTALLED 'a 0
4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT o Z Z W
TIP-TO-TIP.FOR SIZES NOT 10'MAX.FROM EACH SIDE OF THE
SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE
AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW:
DIMENSION SHOWN ON THE 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.
Additionalan ee.h
TABLES. S de o1 the Frreme Assembly Tube(FAT)
2)FROM SHEETS 5.9,FIND THE SHEET FOR YOUR GLASS TYPE. r Window Anchor Type -
5)USING THE TABLE LABELED
'WINDOWANCHORS REQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR-DESIGN e-
(TABLE
A B,C&D _
(TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS $ 17•'-22.8' 0 0
THE NUMBER OF ANCHORS 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. Y 23'-25.8' 0 1
NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 26'+ 1 1 /
JAMBS OF YOUR WINDOW. F Window Anchor Type
4)USING THE TABLE LABELED'WINDOW ANCHORS REQUIRED"(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF �b
6)INSTALL AS PER THE LL Height-22. A B.C 8 D
YOUR WINDOW. ...
INSTRUCTIONS ON SHEET 2. u 17'-22.5' 0 0
23
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 f '' •g 0 1
A.LYNN
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). 28°a 7 1 ,P.E.
P.E.MILLER0 58705
TABLE 2: TABLE 4:
Window Anchors Required Jamb Snubber Locations PRODUCT REVISED
gs Glass Type: Bildmgl}Calevr� Florida tho
under 23' 25-15118' 27-WO 30' 33-112 35" 3r Acceptance No 1�-��•2�
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group PVB SG E irai Dato
A B C&D A B C&D A B C&D A 8 CBD A 6 CBD A B C&D A B C&D (Types l,4&5) (T12'ma 386-9)
Jamb 2 2 2 2 2 [22
2 2 2 2 2 2 2 2 2 2 2 2 2 2 12'max.from M
under 23° 83°and None each end&30" tl;xri Dude Produn
Mead/Sill 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 less Required
2515/18' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 max O.C.
Head/Sill 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 12"max.from 12'max.from
38-3IB` Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 over 63" each end 8 30' each end&30" p m
Head/Sill 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C.
�, Jamb 4 4 4 4 8 8 4 4 6 4 4 6 4 4 8 4 6 6 4 J
Head/Sill 2 2 2 2 2 2 2 3 3 2 3 3 3 3 4 3 `PVB"=BUTACITE2'P,Y�(B�BY KURARAY AMERICA.INC.
c 'SG'=SEN7RYGLAS'BY KURARAY AMERICA INC. O
50-5/B' Jamb 4 6 4 4 6 6 4 6 4 6 4 6 6 4 6 6 4
Head/3ill 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Q
Jamb 6 6 4 6 66 8 4 6 8 4 6 B 4 6 8 4 1)USE THIS TABLE FOR U) z°U
R THE
Head/Sill 2 2 2 2 22 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ALL WINDOWS S ON HEFT rn
g ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS:
63' Jamb 6 6 8 6 86 8 6 fi 8 B '6 8 6 B B 6 6 B fi DIMENSIONS SHOWN ARE
Heed/8111 2 2 2 2 22 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. 1 J o
72, Jamb 6 8 6 6 .88 B 6 8 10 6 8 10 6 8 10 6 8 10 6 `—
Head/Sill 2 2 2 2 22 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT L /IX /!X't` X;, O ¢ J LL
Jamb 6 8 6 8 88 10 6 a 10 B B 10 6 B 10 6 8 10 6 SHOWN,ROUND UP TO .�
76° THE NEXT AVAILABLE -• 's ~ Q
Head13111 2 2 2 2 22 2 2 2 3 2 2 3 2 3 3 3 3 3 3 X., z
WIDTH OR HEIGHT Q F-• `w
Jamb B B B 8 10 fi 8 10 6 8 10 6 8 10 6 DIMENSION SHOWN ON Q
Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. %X'•, 0 O F�2
fA
i z'•, o Z 0 "~
Z
TABLE 3: !'. i'. o LJMin. Min. Anchor 0X1O XtX 'X11Min. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7/16'ANNEALED SGLAMI.GLASS, ( ,Group Ane SubsUate Ede PlateDistance Distance �' Required? 114'MASONRY ANCHORS INTO CONCRETE,+701-80PSF DP REQUIRED,NOANCHOR PLATE it � F—
114"steel U[bacon Hallow Block 1' 6' 1-114' -No CASEMENT ANCHORS: LU
S.Pine 518' 1' 1-3I8' NO -90.A)FROM TABLE 9,ANCHORS C&D ALLOW A OP OF+701 O� O SOS O o= LLI
L o Q
('I A #14,steel SMS(G5) 6063-75 Alum. 318• 518' .050' Q a U V
co
or#14,410 SS SMS A36 Steel 318° 518' .050' o B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
A653 Stutl,Gr.33 378' SIB' .035',20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. F �,OVy F �,0 o "Z
S.Pine 518' i' No
B #12,steel SMS(G5) 6063-T6 Alum. .050" No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB.
or#12,410 SS SMS A36 Steel 3/8" 5/8" .050" No
A653 Stud,Gr.33 318' 518' .035',20 Oa. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL.
2.85k Concrete 2-1/2` 4° 1.3/8' No
114'steel Ultrecon 2.BSk Concrete 1" 4' 1.314' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10" 1p•.{I
Hollow Block 2-112' S' 1 1-114" No ) o LL IS
C S.Pine 518' 1' 1-318' Yes F PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY I�
#12,steel SMS(GS) fi08S.P Alum. 318" 5/8' .0713' Yes TUBE SIDE OF THE AWNING(HEAD&SILL). 4 I -"�4� 4' z
or#12,410 SS SMS A36 Steel 3/8' 518' .050' Yes r o
>a:0
A653 Stud.Gr.33 318" 5f8" .045',18 Ga. Yes o z w
S.Pine S18° 1' 1-318° Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): / f
#14,steel SMS(135) 6063-TS Alum. 3IB' 518" .0713" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1.
or 014,410 SS SMS A36 Steel 318" 518' .050' Yes
A653 Stud,Gr.33 318" 518" .045',18 Ga. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 13.25" ,
2.85k Concrete 1' 4" 1-314" Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
2.85k Concrete 2.112' 4' 1-3/B' Yes 61
D Hollow Block 2-112" 5' 1-114° Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB.
114'steel Ullrecan _ .
Filled Block 2-112" 4` 1-314• Yes \ -
114'410 SS 3.35k Concrete 1" 5' 1-314` No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL.
CreleFlex Hollow Block 2-112° 5" 1.114° No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
3.5k Concrete 1-114' S" 1314` No m
Sl16° steel Ultrecon
—Hollow 3-118" 5" 1-114" No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4" -- — 4"
Filled Block 2-112" 5" 1314' No ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL).
NOTES: 25.,. .. 20'►� 20"►{ ,
1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48" A.LYNN MILLER,P.E.
2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. P.E.458705
r -
FOR GLASS TYPES:
TABLE 5:
1)5/16"LAM/(1/8 AN-.090"PVB-1/8 AN) PaouuerRRvlsED
Design Pressure(psl)br Single Windows,Ali Anchor Groups m complying wkh dte Florida
4)7/8"LAM/.IG:(1/8"AN-7/16"AIR-1!8"AN-.090"PVB-1/8"AN) Building c«I �r,,
Window Width ncu"ptancc Pkl •Qpvl'.�'1
under 23' 25-15/16' 27-3/4• 30' 33-112' 35" 37' -PVB"=BUTACITE�'VB BY KURARAY AMERICA INC. C.pimtion IXdc
under 23" +701-90 +701-90 +70/-90 +70/91) +701-90 +70/-90 +701-90 13Y
25-15116' +701-90 +70/90 +701-90 +70130R+701-90 +70!30 +70/90mihoduel38-318" +70!90 +701317 +70!90 +70130 +701-8f1 +70!90 WINDOW
46' +70/90 +701-90 +70/90 +70130 +701-90 +70191 HEIGHT
50-5/8' +70/-90 +701.90 +70190 +70/90 +701-90 +70/•89.260' +701.90 +701-90 +70130 +70%88.56 +701-77.7 +70/•74.3
63" +701-90 +701.90 +7D/-90 +70/34.35 +701.73.7 +70-70.1 -r. WINDOWWIDTH
72" +70/90 +701-872 +701-77.7 +60/-71.54 +601-60.9 +/-59.3+701-84.6 +701-75.7 +1373 +1-57.2 +1-55.6 WINDOSEE W
ANCHOR FOR
8 WINDOW ANCHOR a
dQ
Z � o
J
06
LL
Design Pressure(psf)for WindowsAttached to a Vertical Frame Assembly Tube _ (� J
0
Window Wi W W " to
under 23" 25-15!16' 27-314" 30' 31112" 35" 37" Q-, y
Anchor Group Archor Group Anchor Group Mc Anchor Group Anchor Group Anchor Group - �
A 8 C D A B C&D B A,C& B A,C&D A B C&D B A,C& B A,C& 00 UJ 0 4;
un r23" +70/-90 +701-90 +70-90 +701-90 +701-90 +70-90 +701-90 +701-90 +70-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70-90 +701-90 hi is
_ �°u1 Z
25.15116" +701-90 +701-90 +70-90 +701-90 +701-90 +70-90 +701-90 +701-90 +70-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70f-90 +701-90 +70-90 +701-90 o O (n Z_
38-318" +701-90 +701-71.6 +7090 +701-90 +70131 +70-90 +701-90 +70/-90 *70-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701.90 +701-90 +70-90 +701-90 _ W
_AB- O/-73.1 +1-57.3 +701-90 +701-90 +1-64.8 +70'-90 +701-90 +701-90 +70-90 - +701.90 +701.78.6 +701-90 +701-90 +701-90 +701-88.9 +701-90 Y
50.5!8" +159.3 +f-54.3 +70-90 +701-90 +1-61.4 +70-90 +70-� +701-90 +70'•9 +70133.2 +701-90 70190 +701-74.6 *70-90 +70/89.2 +701-917 *701-84.3 +701-89.2 j a Z O
*l-58.5 +1-45.8 +70!54.7 +701-90 +151.8 +70131.2 +701-90 +70-75.9 +70-90 - .5 +701-80.3 +/-629 +701-80.8 +701-75-2 +701-77.7 +701.71.2 +701-74.3 ' Z W
63" +1.55.7 +/-036 +70150.1 +701-89.5 +IA9.3 +70/-77.3 +701-90 +70-72.3 +701-90 +156.9 +70'54.3 +701-78.5 +/-59.9 +701-76.5 +70/-71.6 +701-73.7 +157.8 +701-70.1 q>: O o(D Wa Q
m0 .VW 0 \0
FRAME ' e
10'MAK ASSEMBLY
TUBE
TABLE 7: T I
T �
Design Pressure(psl)for Windows Attached to a Horizontal Frame Assembly Tube
WINDOW ® Y;N:v
Window Width HEIGHT co �"+
B under 23' 25-15116" 27-314' 30' 33-1/2 35' 37' WINDOW FRAME
HEIGHT ASSEMBLY Z w oro, a
Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group TUBE I WINDOW I_ ADDITIONAL wzoo 0
Group Group Group Group -moi WIDTH I� ANCHOR r- em Y
All All All All B A,C&D A B C 8 D A B C&D 10'MAK (4),IF REQ. o 0
under 23' +70-90 +70190 +701-90 +70190 +70132.1 +701-90 +70/-90 +701-78.5 +70!90 +701-90 +70-74.3 +70.90 SEE SHEETS 1&4 FOR WINDOW ANCHOR
0 w
ADDITIONAL
25-15118' +7090 +70190 +70190 +7090 +701-90 +70130 +70138.8 +701-90 +70-90 +70/-84 +70190 +70/90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET
38-318' +70190 +70190 +701.90 +70-90 +70190 +70190 +701.90 +701-90 +70.90 +701.90 +70190 +7090 (4),IF REO. 3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
a48' +701-90 +70190 +70.90 +701-90 +701-90 +70190 +701-90 +70f-90 +701-90 +701•90 +70/90 +701-90 TUBE, -
WINDOW _
z 50-56' +70190 +70191) +7090 +70.90 +70/30 +70190 +701-90 +701-90 +70-90 +70139.2 +70139.2 +7039.2 -� WIDTH
80' +7(Y90 +70/30 +70.90 +70/58.5 +701-80.6 +70-60.6 +701-77.7 +701-77.7 +70-77.7 +701-74.3 +70-74.3 +701-74.3 SEE SHEETS 1&4 FOR WINDOW ANCHOR . .
83' +70-90 +70/90 +7090 +70/34.3 +701-76.5 +70-76.5 +70/-73.7 +70-73.7 +701-73.7 +701-70.1 +701-70.1 +701.70.1 LOCATIONS AND QUANTITIES.SEE SHEET
72' +70-90 +7037.2 +70-77.7 +7071.5 +80!52.4 +60.62.4 +60-60.8 +60130.9 +60/30.9 +/-59,3 +/59.3 +/59.3 3 FOR ANY ADDITIONAL ANCHORS
7fi" +70-90 +70-84.6 +70-75.7 +1.67.3 +l-58.9 +1{8.9 +197.2 +131.2 +1-57.2 +/-55.6 +/-55.6 +1-55.6 REQUIRED FOR THE FRAME ASSEMBLY _ 1 C6
TUBE.
84" +701-90 +7030.4 +70-71.3 +60!32.1 +1-54.2 +154.2
NOTES!
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. REA 58705
FOR GLASS TYPES:
TABLE 8:
2)7/16"LAMI(3/16 AN-.090"SG-3/16 AN) PRODUCT rifi! ,
Design Pressure(psQ for Single Windows,AO Anchor Groups .11 cemplying wick drrl F!o[ida
Building Cede
Window Width "SG"=SENTRYGLASWBY KURARAV AMERICA,INC.
Accepumce No
under23' 25-15116' 27-314" 30' 33-1/2" 35 37 E..4.11�Dste
under 23" +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 WINDOW By_
25-15116" +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 HEIGHT n7;arny ode?rodoct
38378• +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +90/-130
48" +001-130 +901-130 +901-130 +901-130 +901-130 +901-13D +901-130 L y
= 505/8" +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +90/-130 WINDOW
60' +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-130 WIDTH
63" +90/-130 +90/430 +901-130 -DO/-130 +90/-130 +901-130 +90%129.6 SEE SHEETS 1&4 FOR
72" +901-130 +901-130 +90l-130 +90/-130 +901-129.1 +901-122.5 +901-113.8 WINDOW ANCHOR r
LOCATIONS AND QUANTITIES.
76' +901.130 +90/-130 +901.130 +901-130 +901-124.1 +901-116.7 +901-107.8 LLI
84' +901.130 +901-130 +901-130 +901-130 1+901-116,4
0 a
Z o�
r
TABLE 9: LL
a
Design Pressure(pst)for Windows Attached to a Vedical Frame Assembly Tube _ (' 'J 0
Window Width
under 23' 25-15116" 27314" 30" 31112" 35' 37" d
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group :7
A B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D A I B C&D 00 W 0
under 23" +70/-90 +701-90 *701-90 +701-90 +701-90 +701-90 +70l-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 *701-90 +70/•90 *701-90 v `� N Z
2" 2515116" +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +7(Y-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 0 o O Z
38316' +71)1-90 +701-71.6 +701-90 +701-90 +701431 +701-90 +701-90 +701-90 +701-9D +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 r70/-90 +701-90 +701-90 _ w
48" +701.731 +IS7.3 +701-90 +701-90 +1-64.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701-87.8 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70138.9 +701-90 Y W
g_ Of
50-518" +1.69.3 +1-54.3 +701-90 +70/-90 +/-61.4 +701.90 +701-90 +701-90 +701.90 +701-90 +701-83.2 +701-90 +701-90 +701-90 +701-90 +701-89.2 +70/-90 +70/-90 +701-84.3 +70/-90 j Q- Z
60" +158.5 +1-45.8 +701.84.7 +70/-90 +1-51.8 +701-81.2 +701-90 +701-75.9 +70-90 +701-89.6 +701-70.2 +701-90 +701-80.3 +701-78.6 +701-90 +701-75.2 +701-90 +701-90 +701-71.2 +7p1-90 0 Z _t
63" +1-55.7 +1-03.6 +701-80.7 +70$9.5 +1-49.3 +70-77.3 +701.90 +701-72.3 +70-90 +701.85.3 +/-66.9 +701-90 +70/-76.5 +701-74.9 +701-90 +701-71.6 +701-90 +701.86.5 +157.8 +701-90 Cno_� W o Q
m 0 a Cn Cl) „v
W v Q
FRAME x 2 8,12 U
10"MAX. ASSEMBLY
TABLE 10: I TUBE
of
N T
Design Pressure(psf)for W indows Attached to a Horizontal Frame Assembly Tube m
WINDOW
B Window Width WINDOW FRAME HEIGHT
under 25.15116" 27-314" 30" 33-1/2" 35" 3T' HE ASSEMBLY
TUBE _ m vi a
Anchor Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Group
Group Group Group Group Group Group WINDOW ADDITIONAL w' 0 0
10"MAX. ANCHOR o>a Yo
AD All All All B A,C&D A B C&D A B C&D WIDTH
"�} (4),IF REQ. �z z w
u
nder -90 +701-90 *701-90 +701-90 +701-821 +70-90 +701-90 *701-78.5 +701-90 +701-90 +701.74.3 +701-90 ADDITIONAL
ANCHOR SEE SHEETS 1&4 FOR WINDOW ANCHOR
-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-88.8 +701-90 +701-90 +70184 +701-90 +701-90 (4),IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET
01-90 +701.90 +701-90 +701-90 +701-90 +70-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70-90 3 FOR ANY ADDITIONAL ANCHORS
01-90 +70/-90 +701-90 +70/•90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 I WINDOWREQUIRED FOR THE FRAME ASSEMBLY
3TUBE.= 01-90 +701-90 +701-90 +701-90 +70/-90 +70-90 +7W-90 +701-90 +701-90 +701.90 +701-90 +701.90WIDTH 901-90 +701-90 +701-90 +701.90 +701-90 +7(1-90 +701-90 +701-90 +701.90 +701-90 +701-90 +7('•90 SEESHEETS1&4FORWINDOWANCHOR01-90 *701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701.90 +701-90 *701-90 +701.90 LOCATIONS AND QUANTITIES.SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS 1�
72" +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +70.90 REQUIRED FOR THE FRAME ASSEMBLY
76" +701-90 +70/-90 +701.90 +701-90 +701-90 +101-90 +701-90 +70/•90 +701-90 +701-90 +701-90 +70-90 TUBE, (7 «uuu
84" +701-90 +701-90 +701-90 +701-90 +70!40 +701-90 ,
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.A 5a705
ru,z a
FOR GLASS TYPES:
TABLE 11:
PRODUCT REVISED
Design Pressure(psQ for Single Windows,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090"SG-3/16 HS) 1u complying with It.Florida
7)7/8"LAM].IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) Aaspsan�1Building ced.
14e
Window Width '(0 %)
%)
under 23" 25-15116' 27314' 30" 33-1/2' 1" 37' 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS)
under 23' +901-130 N19 01-1 j+.1130
+90/-13 +901-130 +901-130 +901-130
TT
"SG"=SENTRYGLAS%Y KURARAY AMERICA,INC.
+901-130 +901-130 +901-30 +9&-13025-1&16' +901-130
38-318" +901130 +901-130 +90l-130 +901-130 +90-130
V48' +901-130 +901-130 +901-130 +90/-130 +901-130
505B' +90/-130 +901-130 +901-130 +901-130 +901-130
WINDOW
60 +901-130 +901-130 +901-130 +01-130 +901-130+90/-130 HEIGHT
63' +901-130 0 +901-130
*01-133x901-130 +9&-13072" +901-130
76' +g/-130 MYi
ami c Prodrxl
a mcLJd
+901-130 +80/-130 +901-130 *901-130 +gp/_130 +901-130 �WINDOW
84" +901.130 1 +901-130 -BW-130 +801-130 +901-130WIDTH
SEE SHEETS 1&4 FOR F' Z V
WINDOW ANCHOR (0 .o
LOCATIONS AND QUANTITIES. fZ_J o`
TABLE 12:
Q r r
J J
Design Pressure(psf)for Windows Attached to a Vertical FrameAssembly LL
Tube _ C7 O
m Window WiAh W t I I�
under 23" 25.15116" 273/4' 30" 33-112' 35' 37" d 0 �
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group N
A B C 0 A B C&D B A,C&D A B C&D A B C&D B A,CBD A B C&D DO W O 6
under 23" +701-90 +701-90 +70f-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +7D/-90 +701-90 +701.90 +701.90 +701-90 +70'-90 +701-90 1 +701-90 +701-90 +70/-90 +701-90 m 0 Z
r 25-15116" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70'•90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 •701-90 0 0°p (n Z
38-316" +701-90 +701-71.6 +701-90 +701-90 +701-81 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 _ W
rd 48' +701-73.1 +151.3 +701-90 +701.90 +1-64.8 +701-90 +701-90 +701-90 +7&-90 +701-90 +70/-87.8 +701-90 +70(-90 +701-90 +701•90 +70/-90 +701-90 +701-90 +701-88.9 +701-90
. U)50,518" +1-69.3 +/54.3 +701-90 +701.90 +1-61.4 +701-90 +701-90 +701-90 +70'-90 +701-90 +701-83.2 7 +7&-90 +701-90 +701-90 +701392 +701-90 +701.90 +701-84.3 +701-90 9
(L Z a 0
LLJ
6" +1-58.5 +1-058 +70184.7 +701-90 +151.8 +701-81.2 +701-90 +70-75.9 +70'-90 +70189.6 +70f-70.2 +7090 +70/$0.3 +70/-78.6 +70-90 77r`
•70! 1-66.9 90 + +70 (n o 0 W Q63" +/-55.7 +/-43.6 +70f-80.7 +7&-89.5 +1-49.3 +7&-77.3 +701.90 +701-723 +70-90
v
701-90
0 SO
FRAME
10-MAX. ASSEMBLY
TABLE 13: I TUBE
En N
Design Pressure(psQ for Windows Attached too Horizontal Frame AssemblyTube
B # WINDOW s
Window Width HEIGHT o 4�^ _
under23" 25-15116' 27-3/4" 30" 33-1/2" 35" 37" WINDOW FRAME
HEIGHT ASSEMBLY Z
1 0
Anchor Anchor Anchor Anchor Anchor Anchor TUBE 1_ i;m
Group Group Group Group Group Group Anchor Group Anchor-Group ._!i_[i- WINDOW ADDITIONAL F w 0 0
WIDTH ANCHOR >a x
Ail All All All B A,C&D A B C&D A B C&D 10" (4).IF REQ. o z z it
under23" +701-90 +701-90 +70190 +701-90 +70/82.1 +701-90 +701-90 +70f-78.5 +701-90 +701-90 +701-74.3 +707-90 + ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR
25-15116" +70100 +701-90 +701-90 +7&-90 +701-90 +701-90 +701-88.8 +70190 +701-90 +701-64 +70f-90 +70190 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET
(4),IF REO. 3 FOR ANY ADDITIONAL ANCHORS
3"B' +70190 +71Y9D +70190 +70v-90 +701-90 +701-90 +7&-90 +701-90 +701-90 +701-90 +70/-90 +701.90 REQUIRED FOR THE FRAME ASSEMBLY '
48" *70'90 *70190 +7490 +70190 +70190 +10190 +70'90 +701-90 *701-90 +701-90 +707-90 •701-90I WINDOW TUBE.
2 508!8" +70190 +7&90 +7090 +70190 +70'90 I +70190 +70190 +701-90 +10/-90 +701-90 +701-90 +701-90 -_I WIDTH -
g 60" +7&90 +70190 •70/90 +70190 +7&90 +701.90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR
gLOCATIONS AND QUANTITIES.SEE SHEET
63' +7&90 *7&90 +70190 +7&90 +70190 •7&90 +70190 +70/-90M+70WI-90 +7&-90 +7&-90 +7&-90FOR ANY ADDrfIONAL ANCHORS72" +7&90 +70190 +70190 +7&-90 +701-90 +7&90 +70190 +70/-90 *7&-90 +70/-90' *1&-90 REQUIRED FOR THE FRAME ASSEMBLY76" *7&90 +7&-90 +7&90 +7&90 +7&90 +7&90 +70'-90 +701-90 *70/•90 *7&-90 +70/-90 TUBE -
84" +70190 +7&90 +70190 +7(Y90 +70190 +7(y90
NOTES: "
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705
FOR GLASS TYPES:
TABLE 14:
5)7!8"LAM/.IG:(118"T-7/16"AIR-118"AN-.090"PVB-1/8"AN) pRODucI'RSViSeD
Design Pressure(psf)for Single Windows,All Anchor Groups m complying with do FTodda
'PVB'=BUTACITE`1PVB BY KURARAY AMERICA,INC. Btulding Coda «pjq Z�
Window Widthrati
Accs_non foo�O
under23' 2515/16- 27314' 30" 33-112' 35' 37" Expion Dale
under 23"F+701-90
+701-90 +70/90 +701-90 +70/.90 +70/-90 +701.90 By
2515116" +70/-90 +706-90 +701-90 +70/90 +701-90 +70/90 B7ismi adc Produaf
383/8' +701.90 +701-90 +70190 +701-90 +701-90 +701-90
rn 48" +70l-90 +7pf-90 +701-90 +70!90 +T0/-90 +70/-90
z SmAr +70/-90 +701-90 +70190 +70/-90 +701-90 +701-90 a"m
60' +701-90 +701-90 +701-90 +70/-90 +701.88.6 +701$4.6 WINDOW
HEIGHT
63" +701-90 +701-90 +70f-90 +701-87.2 +701-84 +701.79.9 it
72' +70190 +70190 +70/98.5 +701-81.5 +60/-70 +601.69.4 +60/67.6
76" +701-90 +701-9D +70(-86.3 +70/-76.7 +6p/E7.2 +60135.2 +6N�i3.3 yf WINDOW EL c� I�
84' +7Y-90 +70/90 +70/61.3 +60/-70 +601.61.8 WITH i V
SEE SHEETS 1 8 4 FOR od .P❑'
WINDOW ANCHOR C�
LOCATIONS AND QUANTITIES. Z 'M
TABLE 15: NNQ r
Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube d J r-
P] Window Width Q LL
under 23' 25-15116' 27-314' 30' 33-112" W W 00Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group N 0_ ❑
ci
A B C D A B CBD B A.CBD A B CBD A B CBD B A,CBD 8 A,CBD r (n � U)
under 23'1+/-69.3
1-/-4.3
+701-90 +701-90 +70/-90 +70/90 +70/90 +70f-90 +70/-90 +701.90 4+70/-83.2
+701-90 +701.90 +70/-90 +70/90 +70190 +70190 +701.90 +701-90 O �
2515/16' +701-90 +701-90 +701-90 +70190 +701-90 +701-90 +70/-90 +701-90 +70190 +701-90 +70/-90 +70190 +70!90 +701.90 +70190 +701-90 ; ❑ Z
38-3/6" +701-90 +701-90 +70191 +70%90 +701-90 +701-90 +70/-90 +701-90 +70!90 +70/-90 +701-90 +70/-90 +70!90 +70190 +701-90 +701-90 0 '6 O (n Z_
48' +701-9D +701-90 +/-64.8 +701-90 +701-90 +701-90 +701-90 +70/-90 +70190 +70190 +701-78.6 +70/-90 +70/90 +701-90 +701.88.9 +701-90 W
g 505/8' +701.90 +701-9D +/61.4 +70/90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-74.8 +70190 +701-59.2 +70190 +70164.3 +70/-9060' +701-84.7 +701-90 +/61.8 +701-81.2 +70!•90 +701.75.9 +701-90 +701.89.6 +706-90 *70/60.3 +/-62.9 +70/.90 +70/-75.2 +70/-88.6 +701-71.2 +70/•84.6 0_ z 0
63" +701-80.7 +701.89.5 +1-09.3 *70/-77.3 +701-90 +70l-72.3 +701-90 +70/85.3 +70!90 +701-76.5 +1.59.9 +711/•87,2 +TO!-71.8 +701.84 +/-97.8 +701-79.9 O z W _I�
n
o� W 'oQ
FRAME m ?W (n N U
10"MAX -�I
[_;-/-ASSEMBLY �
TUBE 6 $'❑ (�
TABLE 16:
WINDOW zn rn
Design Pressure(pst)for Windows Attached to a Horizontal Frame Assembly Tube "� HEIGHT ® N N
B Window Width T t
0LL'J �
under23" 25.15116" 27314' 30" 33.112" 35' 37" WINDOW FRAME ADDITIONAL o a<
HEIGHT ASSEMBLY -�WINDOW ANCHOR i�m N D
Anchor Anchor Anchor Anchor TUBE
Group Group Group Group Anchor Group Anchor Group Anchor Group - (4),IF REQ. w 0 0
All All All All B A.C B D A B CBD A 8 CBD 10"MAX. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR o °a z
LOCATIONS AND QUANTITIES.SEE SHEET o z
under 23* +701-90 +701-90 +7D/90 +70/90 +70/621 +70/.9D +70190 *70/-78.5 +70/-9D +701-90 +70/-74.3 +70/-90 v
ADDRIONAL 3 FOR ANY ADDITIONAL ANCHORS
2515116' +701•90 +701-90 +70!90 +70/-90 +701-90 +701-90 +70/-88.8 +701-90 +701-90 +70!-04 +701-90 +70/.90 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY
383/8' +701-90 +701-90 +70/90 +70/90 +701-90 +701-90 +701.90 +701.90 +701-90 +70/90 +70/-90 +70/-90 (4),IF REO. TUBE. .
48' +701.90 +701.90 +70190 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +70/-90 _
WINDOW I
= 50.516" +70/-90 +701-90 +70190 +70/-90 +701-90 +701-90 +70190 +701.90 +70190 +707-90 +70/-90 +70190 �I WIDTH
60" +701-90 +701-90 +70/90 +701-90 +70190 +701.90 +70198.6 +70/98.6 +701.88.6 +70/-84.6 +70/94.6 +70/$4.8 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR
63" +70190 +70!90 +701.90 +701-90 +701.87.2 +70197.2 +701$4 +70/94 +701-84 +701.79.9 +70/-79.9 +701-79.9 LOCATIONS AND QUANTITIES.SEE SHEET
72" +70!90 +70190 +701.88.5 +70191.5 +60/-70 +601-70 +60/69.4 +60189.4 +60169.4 +60197.6 +601.67.6 +6D167,6 3 FOR ANY ADDITIONAL ANCHORS
76" +701-90 +70/90 +70196.3 +701-76.7 +60197.2 +601.67.2 *60/65.2 +60!65.2 +601.02 +601-93.3 +80/.63.3 +60/163.3 REQUIRED FOR THE FRAME ASSEMBLY
84' +70/-90 +70190 +701-81.3 +60/-70 +60161.8 +60/61.8 TUBE. - -
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
A.LYNN MILLER,P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.p 58705
FOR GLASS TYPES:
TABLE 17:
6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3116"AN-.090"SG-3/16"AN) PRODUCTRIEVISF.D
Design Pressure(pap to Single Windows,All Anchor Groups ac c"mplyi"g.irh she Florida
8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3116"AN-.090"SG-3/16"AN) Building Cude
Window Width A-puoce No 16'tyP29.2I
under23' 25.15116' 27-3/4' 30" 33-112' 35' 37' "SG'=SENTRYGLASBY KURARAY AMERICA,INC. EE irai llaic
under23' +90/-130 +901-130 +901-730 +80-730 +901-130 +90/-130 +90/-130 };y
25-15116" +9D/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 1J:ia�i n e P
38318" +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130
48' +90/-130 +90-130 *901-130 +90-130 +90/-130 +901-130 +90/-130 y
W 50.5/8" +901-130 +90-130 +9p/-130 +901-130 +90/_130 +901-130 +90/-130 ¢m
60' +801-130 +90-130 +801.130 +901-130 +90/-130 +90/-130 +90/-130 WINDOW
HEIGHT
63" +90-130 +901.130 +901-130 +901-130 +901-130 +90/-130 +901-13D J
72" +901430 +90-130 +90/-130 +90-130 +901-130 +901-124.6 +901-115.7
76' a90/-130 +901-13D ♦90/-130 +901-130 +90/-126.2 .1901-118.7 +9p/_709.6 WINDOW d r
84" +90/-130 +90-130 +901-130 +901-130 WIDTH Z V
SEE SHEETS 1&4 FOR a
WINDOW ANCHOR C7 .a
LOCATIONS AND QUANTITIES. Z _j o
TABLE 18: ¢ U
Design Pressure(ps1)for Windows Attached to a Vertical Frame Assembly Tube _ (� 'J
`"
M Window Widh d W 2 0)
under 23" 25.15116" 27-314" 30" 331/2" 35" 37" 0
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
A 8 C D A B C&D B A,C&0 A B C&D A B C&D B A,C&D A B C&D 00 W Q u�
under 23' +701-90 +701-90 +701-90 +701-90 +70190 +701-90 +701.90 +701-90 +70-90 +701-90 +70-90 +701-90 +70-90 +701-90 +70'•90 +701-90 +70/-90 +701-90 +701-90 +701-90 a; _ Z
i. 25-15.116" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/•90 +70-90 +701-90 +70-90 +701-90 +70-90 +701-90 +70.90 +701-90 +701-90 +701-90 +701-90 +701-90 "6 -6 O (n Z
-gam, 38318" +701.90 a70-71.6 +701-90 +701-90 +70131 +701-90 +701-90 +701-90 +70-90 +701-90 +70-90 +701-90 +70-90 +701-90 +70-90 +70!-90 +701-90 +701-90 +701-90 +701-90 _ W
'6 48" +701-73.1 +1-57.3 +70/-90 +701-90 +/.64.8 +701-90 +70/-90 +701-90 +70.90 +701-90 +701-87.8 +701-90 +70/-90 +701-90 +70'-90 +701-90 +701-90 +70/-90 +70-88.9 +701-90 Y
50-5/8' +1-69.3 +1-54.3 +701-90 +701-90 +/£1.4 +701-90 +701-90 +701-90 +70-90 +701-90 +701-83.2 +701-90 +70-90 +701-90 +70-90 +701-89.2 +701.90 +701-90 +70'-84 3 +701-90 j d Z
Lu
60" +1-58.5 +1.45.8 +701-84.7 +701-90 +/-51.8 +70.81.2 +701.90 +70-75.9 +70-90 +701.89,6 +701-70.2 +701.90 +701-80.3 +701.78.8 +70-90 +701-75.2 +70-90 +701-90 +70-71.2 +701.90 Q Z _l�
63" +1-55.7 +1-13.6 +701-60.7 +70-89.5 +1-09.3 +70-77.3 +701-90 +70.723 +70-90 +70/-85.3 +1-66.9 +701-90 +701-76.5 +701-74.9 +70-90 +701-71.B +70/-90 +70-86.5 +1$7.8 +701-90 �� (5 o .9 Ll1 n Q
m O .c to c/5 U
" 00' „W Q
FRAME 2 7 0" U 1"n
10'MAX -�-I I ASSEMBLY
I TUBE
TABLE 79:
Design Pressure(pso for Windows Attached to a Hodzontal Frame Assembly Tube T WINDOW ® n
B }
Window Width HEIGHT
x u-
WINDOW FRAME O x
under 23" 25-15116' 27-314" 30" 33-1/2" 35" 37' HEIGHT ASSEMBLY ��m.1n
Anchor Anchor Anchor
Anchor Anchor Anchor , I - TUBE _ I WINDOW _ ADDITIONAL 22,5m 0
Group Group Group Group Group Gmu Anchor Croup Anchor Group i�iL WIDTH r'�' ANCHOR a>a o
P P P
All All All All B A,C&D A B C&D A B C&D 10' (4),IF REO. o z z w
SEE SHEETS 1&4 FOR WINDOW ANCHOR O
under 23" +70/-90 +70/-90 +70/-90 +701-90 +701-82.1 +70-9D +70190 +70-78.5 +70/-90 +701-90 +70-74.3 +70-90 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET f
ANCHOR
25-15116" +701-90 +70190 +70/-90 +70%90 +70-90 +70-90 +70-88.8 +70/-90 +70/-90 +701-84 +701-90 +70-90 3 FOR ANY ADDITIONAL ANCHORS
(4),IF REQ, REQUIRED FOR THE FRAME ASSEMBLY
38-3I8' +701-90 +70190 +701-90 +701-90 +70-90 +70-90 +70I-90 +70/-90 +7D/-BO +701-90 +70/•90 +70-g0 .
.9 48' +701-90 +70190 +701-90 +701-90 +70-90 +70-90 +701-90 +701-90 +701.90 +701-90 +70190 +70.90 I WINDOW I TUBE.
+70190 +70/90 +70/•90 +70-90 +70-90 +70-90 +701-90 +70%90 +70190 +701.90 +70-90 +70.90 ~i WIDTH -
60" +701-90 +70/90 +701.90 +761.90 +70.90 +70.90 +701.90 +701-90 +70/-90 +701.90 +70/-90 +70.90 SEE SHEETS 1&4 FOR WINDOW ANCHOR -
63" *701-90 +70190 +70-90 +70/90 +70-90 +70-90 +701-90 +70-90 +70/-90 +701-90 +701-90 +70-90 LOCATIONS AND QUANTITIES.SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS �/ l� J.
77' +701-90 +701.90 +701-90 +10-90 +7090 +701-90 +701.90 +70-90 +70/90 +701.90 +70/-90 +70-90 REQUIRED FOR THE FRAME ASSEMBLY rti `DODO
+70/90 +701-90 +701-90 +7090 +70-90 +70-90 +70/90 +70.90 +70-90 +70-90 +701-90 +70-90 TUBE. -
84" 1 +701.90 1 +70190 1 +70/•80 +70-90 1 +70-90 +70-90
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E.
21 SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705
TABLE 20:
Item Dwg.# Description Material ASSEMBLY DETAILS
1 7002 Main Frame Head,Sill&lamb 6083-TS Alum.
ALL DETAILS SHOWN FROM THE INTERIOR
2 7071 Anchor Plate 6063-T6 Alum.
i
3 7003 Sash To ,Bottom&Side Rail 6063-T6 Alum.
4 7008 Frame Corner Key Steel
5 7009 Sash Corner Key Steel 3
6 7078 Frame Gasket Vinyl Foam
7 7072 Sash Corner Gasket Vinyl Foam
8 7070 Bulb Weatherstri ,187"x.275" Flex PVC 70
10 7024 Maxim Multi-Point Lock Steel SASH
11 7026 Lock Support Plate Steel
12 7014 Multi-Lock Keeper Steel AS REQUIRED PER 2 CORNERS
TABLE 3,SHEET 4
13 7013 Tie Bar Guide Nylon 1
14 7015 Tie Bar Assembly Steel or SS
15 7028 IMaxim Dyad Operator,WWr_24" Steel b
16 7027 Maxim Dual Arm Operator,WW>24° Steel
17 7030 Operator Gasket Vinyl Foam
7
18 7031 Operator Backing Plate Steel
19 7051 OperatorSpacer Block Nylon 3
20 7032 Stud Bracket Steel
21 7033 0 eratorTrack&Slider(DualArm) Steel
22 1 7023 Egress Hinge(Heavy Duty),Manuf.b Truth Steel
23 7050 Egress Hinge/Washable(HD),Manuf.by Truth Steel 6
24 Snubber,Antl-blowout ClipSteel
32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM
33 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM
35 7036 Lami Bead B 8083-TB Alum. B6
36 7042 Lanni Bead C 6063-T6 Alum.
37 7059 Lanni Bead D 6063-T6 Alum.
38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 1
39 1225 Vinyl Bulb Wst Thin Flex PVC 70
5o Dow 899 SI II con Barkbedding 'D
60 7006 Screen Frame 310.5-1-114 Alum. INTERIOR
61 7040 Screen Corner Key Polypmpolene
62 Screen Cloth Fiberglass 6
63 1635 Screen Spline EM.PVC
64 320 Screen Spring Stainless Steel 4
70 134 Add-on Flange 6063-T6 Alum.
71 7004 Frame Ass Tube 6063:1`6 Alum. FRAME
80 #8-32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel
81 1157 98x1/2"Ph.Pn.SMS stainless Steel CORNERS PRomucrg with dm
82 #8x5/8"Fl.Ph.SMS Stainless Steel 86 Bit'epoyCia iu:dleFloride
Stainless Steel Aaepmua N„Iro-O�o29.21
83 #8x 7/8"Fl.Ph.SMS fr�
84 1#8x 1'Fl.Ph.TEK Stainless Steel Revised By: Dote: Revision 8. Lxpiratian Dat.
&S #8x 1"Quad Pn SMS Stainless Steel - 13y
Stainless Steel Mtsm Pro4 tC
86 #8 X 1-1/2"Quad Pn SMS Revised By: Dale: Revision A:
87 #10 x 1/2"Ph.Pn./TEK Stainless Steel
89 #10.24.9/16"
10.24x9/16"Ph.Pn.TYPE F Stainless Steel
90 #12x 1"Ph.Pn.TEK Stainless Steel Description: Drawn By:
BOM AND CORNER VIEW SOWSKI
1070 TECHNOLOGY DRIVE ride: :
N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
P.O. Box 1529
NOS, FL 34274 Series/6lodcl: Scale: Sheet: browing No. Rev:
A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 10 OF 11 M D-CA740-LM B
P,E.#69705
b
—�1.124"x—
.062`
NOM. 434`
2.919' .125°
SILICONE HOT-MELT BUTYL .439" Jr M.
2.701"
NOM.
STRUCTURAL � .062'
SILICONE 1.159"
STRUCTURAL 1/4"NOM. FOAM 3116"NOM. 2.1:9„
POLYISOBUTYLEN WITH �— 2.784°
WITH DESICCANT DESICCANT .093°
EXT.GLASS EXT.GLASS ( , 1 FRAME HEAD, O SASH TOP, 71 FRAME
10 SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE
#7002,6063-T6 #7003,6063-T6 #7004,6063-T6
INT.GLASS INT.GLASS 1.356"
j� 2.203" ++
IDD KODISPACE01 SUPER 1dI D4G" 1000"
1�.441" i
4SG TPS SPACER@NXTTM .423° �{
' . � .095° .093"
FIXED '093"
O ANCHOR PLATE 60 SCREEN FRAME 70 ADDON FLANGE
ALUMINUM #7071,6063-T6 #7006,6063-T6 #134,6063-T6
REINFORCEMENT POLYISO- DESICCANT FILL AREA
BUTYLENE —5116"NOM.
5/16"NOM. SEAL
BUTYL 8 SILICONE SEAL 706" 523°
DESICCANT ROLL-FORMED .050" .050° �
FOAM STAINLESS STEEL r—�
EXT.GLASS I .865" .865"
EXT.GLASS � LI
35 BEAD B 36 BEAD C
INT.GLASS INT.GLASS O #7036,6063-T6 #7042,6063-T6
102 DURASEAL@ ,03 XL EDGETM
SPACER SPACER '72°
.870 _
Part# Description Material F7�
100 Kommerling 4SG TPS Spacer System 37 BEAD D PRODUCT REVISED
101 Quanex Super Spacer nXf with Hot Melt Butyl See this 97059,6063-T6 B iMing od&. htl�Flaida
Sheet for t"0"4®ceoae
102 Quanex Duraseal Spacer E ptz p1o1G-062 r-21
Materials 2d 18
103 Cardinal XL Edge Spacer Revised By: Dote: aeweron B:
I}y
REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 JR 05/05/16 ADDED THIS SHEET
WRH SPACERS. Vfiam' )odc Nmcfuct r.
Revised By: Dale: Revision A:
�—
E Description: Drown By:
CTG EXTRUSIONS&SPACERS J ROSOWSKI
1070 TECHNOLOGY DRIVE Title: Dote:
N. VENICE, FLCASEMENT WINDOW DETAILS-LM&SM 08/08/12
P.O. BOX 152929
NOKOMIS, FL 34274 Series/Model: Sc io: Sheet: Drawing No. Rev:
A.LYNN MILLER,P.E. CERT. OF AUTH. 2929E CA-740 NTS 11 OF 11 MD-CA740-LM B
P.E.#58705