HomeMy WebLinkAboutProduct Approval (2) M IAM I•DADE MIAMI-DADS COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/eeonomv
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 Miatni 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 perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
e oci umcane one.-
DESCRIPTION; Series"CA-740"Outswing Aluminum Casement Window-L.M.I.
APPROVAL asement indow Details - LM &
SM", sheets I through 11 of 11, dated 08/08/12, with revision C dated 05/25/17,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami—Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Co
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit sFall Sear a permanent a e with the manufacturer's name or logo, city, state,
model/series, and following.statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NDA revises and renews NOA# 16-0629.21 and consists of this page I and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.17-0614.14
MEar�i e eoUNTY Expiration Date: April 11,2023
Approval Date: September 14,2017
Page l
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 4 through 11 of 11,dated 08/08/12,with revision C dated 05/25/17, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
I.- 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®NXTTMspacersystem 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.
(Submitted under previous NOA No. 16-0629.21)
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. IFTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 12-1218.09)
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017),dated 06/09/17,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manuel .E.
Product CoutroExam ner
'm
NOA No.U-O 44.14
Expiration
xpiration Date, April 11,2023
Approval Date: September 14,2017
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifolg TAtraclear, Clear and Color PVB Glas's Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"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) and with
YBC 61h Edition (2017), dated August 29, 2017, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,RE,
3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted underprevious NOA No. 16-0629.21)
G. OTHERS
1. Notice of Acceptance No. 16-0629.21,issued to PGT Industries, Inc. for their Series
"CA-740"Outswing Aluminum Casement Window-L.M.l."approved on 08/11/16
and expiring on 04/11/18.
eManuel P e
Product Controx=Iner
NOA No.ff-0614.14
Expiration Date: April 11,2023
Approval Date: September 14,2017
E-2
-- 6t16'tAIMNATED 7116'LAMINATED
GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING IMPACT RATING GLASS STACK I GLASS STACK
CASEMENT WINDOW VARIES, RATED FOR LARGE&SMAL .0W TROSIFOL'PVB
SEE e.S�
I:��AMERICA,INC.
SHEETS 5-9. MISSILE IMPACT IWANNEALED BY KURARAY 3116'ANNFALED OR BY KURARAY
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE GLASS", AMERICA,INC. HEAT-STRENGTHENED—
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 3r WIDTH GLASS 3/16'ANNEALEDOR
VELOCITY HURRICANE ZONE(HVHZ). 25 476"MAX.O.C.IF WIDTH IS 11W ANNEALED HEAT-STRENGT�iENED
__jjU6ER 33.476"(HEAD&SILL EXTERIOR 39 GLASS EXTERIOR 311 GLASS
IN THE HVHZ,THE 8,SEE SHEET 2 11/16•GLASS BITE
2 REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30 4.MAX, T
)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
OUTBOARD LITE(CAP)MUST TEMPERED.
35 36 11116*GLASS BITE
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE 3
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR
EVALUATIONS WERE SOUTHERN PINE,ASTM 090 CONCRETE MASONRY UNITS 32
17-1/2 50
AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. MAX
so
A A.SEE D.C. &_
4)ALL WOOD BUCKS LESS THAN 1-1/2-THICKARE TO BE CONSIDERED IX SHEET SHEET GLASS TYPE 1 G TES 2&3
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED It
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 718'NOM
GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY WMAX. GLASS STACK 5/16*LAMINATE GLASS STAi��
TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION D.C. CLASS STACK GLASS STACK
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. UWANV41EALED GLASS 3tts•ANNEALED OR
69"
7116'AIRSPAC X90-TR0SIF&"PVB 114"AIRSPACE
USE ANCHOR BY KURARAY HEAT-STRENGTHENED GLASS
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE 118"ANNEALED OR 31WANNEALED I By KURARAY
OR STUCCO.USE ANCHORS OF SUFFICIENT PAIR AT EACH AMERICA.INC,=NT EMBEDMENT AS SPECIFIED ON LIGHT TEMPERED GLASS GLASS _j_---AMER1CA,INC.
JAMB IF
TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT HEIGHT IS 38 11V ANNEALED 3a 3x16^ANNFALIED OR
THE FRAME,INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (OLD) 26'OR OVER EXTERIORGO'gs -STRENGTHENED GLASS
SEALINWIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION EXTERIOR HEAT
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE 11/16"GLTl
ASS BITE
37
INSTRUCTIONS. 76" 11/16°GLASS BITE
HEIGHT $7
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 3 3t
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED so
32
TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW, 32 so
7)DESIGN PRESSURES: GLASS TYPES 4&5 GLASS TYPES 6&7
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,
FRAME ANALYSIS AND GLASS PER ASTM E1300, LA I/8'NOM.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL] ED STACK 7116;1AMINATED
CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. G, STACK
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASID, 1--m."ANNEALED OR
4"MAX' 14-1/2*MAX.D.C.IF WIDTH IS IWAIRSPACE EAT-STRENGTHENED GLASS
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 33.476'&OVER(HEAD&SILL) 490"62 9BYKURARAY
3116'TEWERED I ERICA,INC.
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 30"VISIBLE GLASS
OPENING(DLO) 3/16'ANNEALED OR
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 38 HEAT-STRENG7HENED
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF TYP.ELEVATION OF CASEMENT WINDOWGLASS
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CODES I STANDARDS USED:
BUILDING CODE FOR CORROSION RESISTANCE. 37 SS SITE
-2017 FLORIDA BUILDING CODE(FED),6TH EDITION
-2014 FLORIDA BUILDING CODE(FBG),STH EDITION 3
-7065,3579,3580,3724;ELCO ULTRACON •ASTM E1300-04
9)REFERENCES:TEST REPORTS FTL I
NOA;ELCO CRETEFLEX NOA;ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND :ANSI/AF&PA NDS-2016 FOR WOOD CONSTRUCTION
ADM ALUMINUM DESIGN MANUAL, -ALUMINUM DESIGN MANUAL,ADM-2015 3250 PRODUCT REVISED
:A:SI SIOD-12 -W-PIoh9withfI.FjRid. '
TABLE 1� •AISO 360-10 S
GLASS TYPES 8&9 A
Glass Types Sheet ft 0 Revised By, Dote: E
- S'Nk�LYN/V R-W
BY
I 511e"Lami(118 An-.090"M�-—1/8 An) UPDATED ANCHORAGE Mi
GENERAL NOTES............................. PER FBQ 2017.
6
2 7116'Lam!(3116 An-.090"SG-3116 An) ELEVATION ..................... JR 05/25/17
RIVised by, D.W Revis on:
3 7/16"Laml(3116 HS-.090"SG-3/16 HS) 7 GLAZING DETAILS.................... 1 No,68705
4 7/8"Lamh IG(1/6"An-7116"Air-118"An-.090"PV INSTALLATION.................................2—6 ASSEMBLY TUBE DETAILS.............3 BY.*
5 T/B"Laml.IG(1/8"T-7/16"Air-118"An-.090*PVB-118"An) 8 ANCHOR SPECIFICATIONS 4 z
6 718'Lami.IG(3116"An-114"Air-3116'•An-.090"SG-3/16"An) 9 ANCHOR QUANTITIES.....................4 6 1,7- GLAZING DETAILS J ROSOWSKI
.16
_A Q S At.
7 718"Lami.IG(3116"An-1/4"Air-3116"HS-.090"SG-3/16"HS) 7 DESIGN PRESSURES.. 5-9 1070 TECHNOLOGY DRIVE
'T-114'Afr-3116"An-.090"SG-3116*An) I g
ASSEMBLY DETAILSIDOM.,, 10 "WRIOP'. N. VENICE, FL 34275 6;w
LaT .311W HS) 1 7 EXTRUSIONS/SPACER....................11 480-1600 CASEMENT WINDOW DETAILS-LM&Sm 08/08/12
La.��12G?31'1 (941)
917
718 6"T-114"Air-3116"HS-�090"SG-311 W HS) ON COPYRIGHTOMI?
"PV, ISIFOLP gVI3 BY KURARAY AMERICA,INC. /fit I%%% PET WOUSTRIES.INC. Dtowirs No. TR
%TRO A.LYNN MILLER,ER P E. ALL RIGHTS RESERVED I
5 CERT. OF AUK -74 -C
_NTRYGLAS BY KURARAY AMERICA INC. #29296 CA 0 MID A740-LM C
INSTALLATION INSTALLATION INSTALLATION
OPTION 1 EDGE EDGE DISTANCE OPTION 2 OPTION 4
INSTALLATION ANCHORS DISTANCE r_I INSTALLATION ANCHORS
INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS DIRECTLY INTO METAL.
PER ANCHOR DIRECTLY INTO MASONRY.
AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH
TABLE 3,SHEET 4
ATTACHED TO
82 TYP.ANCHOR 1141 MAX 15 16 FRAME SILL 10 11
TYPE, - SHIM ATTACHED TO
EMBEDMENT VENT SILL 89 13
83 STEEL
AND EDGE 4 8 32 33 80 12 IS
5 1 DISTANCE PER SMS,SEE TABLE
SUBSTRATE, 20 3,SHEET 4.
22 23 4 SEE TABLE 3, O
. 3 SHEET 4. O
60 r
3
EDGE 84 18 84 EDGE
8 DISTANCE - BELOW OPERATOR ARM 38 39 DISTANCE
35 37 �—
O 82 82 ATTACHED TO VENT SILL 35-37 81
ATTACHED TO ® 24 I DADE APPROVED
FRAME JAMB 13 EMBEDMENT 1 F^--- VISIBLE LIGHT WIDTH(DLO) 3 5 MULLION,ALUMINUM,
83 70 FOR SNUBBER REQUIREMENTS, 8 STEEL FRAMING OR
ATTACHED TACHED TO r @SEE TABLE 4,SHEET 4. _ STEEL STUD.
W
VENTJAMB L OPTIONALADDON J WINDOWIDTH EXTERIOR
12 FLANGE HEAD,
SILL&JAMBS HORIZONTAL SECTION A-A
81 11 SEE DETAIL� EGRESS FORMULAS:
WINDOW Al.BELOW -, WIDTH,WASH HINGE:WINDOW WIDTH-13-112
HEIGHT JAMB NOTES: HE NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1/2
10 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6
VISIBLE 14 WARE ANCHORS LISTED ON TABLE 3,SHEET 4. Iy COMBINATION UNITS,
LIGHT FOLLOW EMBEDMENT AND EDGE .1� ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS:
HEIGHT BUCK DISTANCE LIMITS.ANY INSTALLATION 101 MAX- ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7(DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7SIDE OF THE WINDOW. F WINDOW FRAMES AT 10"MAX.
ATTACHED / FROM EACH SIDE OF THE FRAME
TO FRAME2)ALL WOOD BUCKS LESS THAN 1-112" I ASSEMBLY TUBE CENTERLINE.
rJAMB THICK ARE TO BE CONSIDERED 1X !� SEE TABLE BELOW:
ATTACHED TO I Q INSTALLATIONS.1X WOOD BUCKS ARE "✓ I
FRAME JAMB L # 89 OPTIONAL.UNIT MAY BE INSTALLED - Additional Anchors Required an each j
DIRECTLY TO SUBSTRATE.WOOD BUCKS --►-� �— 10"MAX. SEE DETAIL A2,BELOW Slde a1 the Frame Assembly Tube(FAT) I
DEPICTED AS 2X ARE 1-1/21 THICK OR
ATTACHED TO r GREATER.1X AND 2X BUCKS(WHEN USED) r Window Anchor e
VENT JAMB L SHALL BE DESIGNED TO PROPERLY LL Width A B,C 8 D
TRANSFER LOADS TO THE STRUCTURE. I 17"-25.9" 1 0
62 WOOD BUCK DESIGN AND INSTALLATION I
IS THE RESPONSIBILITY OF THE ENGINEER 28"+ 1 1
38 39 63 OR ARCHITECT OF RECORD.MAXIMUM 1- Window Anchor e
17 SHIM THICKNESS TO BE 114°. N Ht26"+
t A B.C 8 D
0 1rs" 1 0
20 15 16 ODETAIL 1 1 PRODUCT REVISED I
82. DETAIL ss...plying with th.Florida 1
21 Al Building Code A
8 19 84 Acceptance NO 17-0614•"1¢
80 111 I 1 11/i £.'r.tion DNC �f,3
1 1X WOOD ��` NY LYNN '�. Revised By: Dote: Revision:
NO CHANGES THIS II
BUCKSTRIP, ,r0 �/� �i� JR 05/25/17 SHEET. _;•tiratu. .rK+:LucIS"gg1FQ)
SEE NOTE 2. t,•''•t\CENS�c �� _`
THIS SHEET. T:' Revised By: Date:
Revision:
TYP.ANCHOR TYPE. 114"MAX SHIM * N0.58705
EMBEDMENT AND ED GE DescripDann Drawn By:
DISTANCE PER SUBSTRATE, ,. '� '� `` a; CROSS SECTIONS&INSTALLATION J ROSOWSKI i
SEE TABLE 3,SHEET 4. EMBEDMENT %� 6 :•tl/�
CONCRETE Q••, 5T TE' ([y 1070 TECHNOLOGY DRIVE Dais:
INSTALLATION PER ANCHOR "T ' . %T�'•.P(pRIpP,. \?� N. VENICE, FL 34275 Rtle:
REQUIREMENT .•, i�SS G_���� (941) 480-1600 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
OPTION 3 EDGE DISTANCE yv//JNAL 1;\I�`\ pQ�INOU9 RIES,INC. Sefias/Madel: Scote: Sheet: Drawing No, Re"
INSTALLATION ANCHORS ALL RIGHTS RESERVED
THROUGH IXBUCKSTRIP VERTICAL SECTION B-B A.LYNN MILLER P.E. CA-740 NTS 2 OF 11 40-LM C
INTO MASONRY. P.EfF 58705 CERT. OF AUTH. #29296
i
.i
CASEMENT LX) CASEMENT If CASEMENT(XX) AWNING t CASEMENT i FIXED CASEMENT(XXO) PRODUCT REVISED
iu,.complying wilhthcf;aciida
Building d'
10'.SEE NOTE 7,THIS SHEET
FIGURE 1:
FIGURE 2: 740 SERIES
AWNING
C +' Bzpimtion Date,
C WINDOVIr n
WINDOW --D FRAME
ASSEMBLY
HEIGHT /< 10'.SEE NOTE 7, —D TUBE FRAME ASSEMBLY TUBE NOTES: 0
THIS SHEET 1)DIMENSIONS SHOWN ARE
740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH
CASEMENT INDIVIDUAL WINDOW.FOR SIZES NOT
WINDOW WINDOW I C)
SHOWN,ROUND UP TO THE NEXT
WIDTH AVAILABLE MOTH OR HEIGHT
740 740 DIMENSION SHOWN ON THE TABLES.
U) <
SERIES FRAME SERIES Lli 0
CASEMENT ASSEMBLY CASEMENT FRAME 2)ANY 740-SERIES PRODUCT
WINDOW TUBE WINDOW ASSEMBLY (CASEMENT,AWNING OR FIXED z
E TUBE CASEMENT)MAY BE ATTACHED TO <
THE FRAME ASSEMBLY TUBE.FOR -j
740 SERIES ALL NOA FOR ANCHORAGE,SIZE AND iz ALL WINDOWS,USE THE WINDOWS
WINDOWFIXED DESIGN PRESSURE LIMITATIONS. .0 Wu-
0
z 0 1
*SEE PRODUCT'S NOA FOR W
R 3)ALL WINDOWS IN THE ul a co
740 SERIES INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO cc
CASEMENT EXTERIOR INDIVIDUALLY COMPLY WITH THE I- C14 D
REQUIREMENTS OF THEIR -175 — li-
IN; �P/// 00 0
WINDOW
RESPECTIVE NOA. z
C, L
Z6 - Cal Z
4)FRAME ASSEMBLY TUBE TO BE C:)
740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN
AWNING CASEMENT DETAILS,WITH MIN.#12 X T"SHEET LLI •
FOR SINGLE UNITS: WINDOW WINDOW S2 W
METAL SCREWS.
USETHESAME U) CO Z q
1)DETERMINE YOUR WINDOW SIZE MIN.If 12 X 1"SMS SPACING AND QUANTITY AS THE
THROUGH �: < LLJ
AND GLASS. INSTALLATION HOLES FRAME OPPOSITE FRAME MEMBER, 0 0 -W 5 79 t-
FRAME z--ASSEMBLY (1) U) W -8
2)KNOWING YOUR ANCHOR TYPE ,—ASSEMBLY TUBE 5)THE FRAME ASSEMBLY TUBE MAY 0 z
NOT EXCEED 62-IN LENGTH(((-AS USED Q� " ,0
AND SUBSTRATE,DETERMINE TUBE < 2
YOUR ANCHOR GROUP FROM MIN.#12 X INA 63"FLANGED WINDOW)OR BE 2
TABLE 3,SHEET 4. MIN.#12 X 1'SMS USED IN TEE OR CROSS• U. Fz
11 SINIS
740 SERIES THROUGH CONFIGURATIONS.
THROUGH
FROM SHEETS 5-9 INSTALLATION CASEMENT INSTALLATION
,FIND THE WIN 6)THE FRAME ASSEMBLY TUBE IS
SHEET FOR YOUR GLASS TYPE. DOW HOLES z'n O1
FIND THE PRODUCTS DESIGN HOLES NOT REQUIRED TO BE CLIPPED TO
PRESSURE FROM THE TABLE 740 SERIES
CASEMENT SERIES
FRAME MnE 740 SERIES THE SUBSTRATE.ALL EXTERIOR
LABELED*DESIGN PRESSURE ASSEMBLY CASEMENT JOINTS TO BE SEALED BY INSTALLER,
(PST-)FOR SINGLE MNOOWS,ALL WINDOW TUBE WINDOW 740 SERIES
ANCHOR GROUPS. 15
FIXED
EXTERIOR EXTERIOR 7)FOR ALL COMBINATION UNITS,
— CASEMENT ADDITIONAL INSTALLATION ANCHORS
4)DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C 01 WINDOW MAY NEED TO BE INSTALLED
TIP-TO-TIP.FOR SIZES NOT THROUGH THE WINDOW FRAMES AT SHOWN,ROUND UP TO THE NEXT 10"MAX.FROM EACH SIDE OF THE
ca
AVAILABLE WIDTH OR HEIGHT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E. FRAME ASSEMBLY TUBE
DIMENSION SHOWN ON THE CENTERLINE.SEE TABLE BELOW' 11777
TABLES. 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES I&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anchors Required on each ILMv 411/,",
T FOR YOUR GLASS TYPE. �N
2)FROM SHEETS 6-9,FIND THE SHEEP Side of the Fro 0C
5)USING THE TABLE LABELED in Assembly Tube(PAT) <0,
WNDOINANCHORS REQUIRED" Window AnchorType -Z -.10
3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VER77CAL FRAME ASSEMBLY TUBE' ORDESIGNNo.58705(TABLE 2,SHEET 4),DETERMINE PRESSURE(FSF)FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLY TUBE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE 15 ORIENTATED.THIS Width —A--TB,C D z
TABLE 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. -f7"--2-1.9' -1 -T-11
BS OF YOUR WINDOW.
Anchor Tvpe IS T
6)INSTALL AS PER THE (TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,BILL AND JAMBS OF w11 Height
4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED I- Window
NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.
JAM
YOUR WINDOW. A 8,C&D
.......... .
INSTRUCTIONS ON SHEET 2, 17'-25.9- 1 0 W
5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED(SEE x 26*+ 10W
SHEET 2),AND THAT MIN.#12 X VANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET).
P.EA 50705
,
TABLE 2: TABLE 4:
Window Anchors Required Jamb Snubber Locations PRODUCT REVISED
Window Width(in) as compty'sn8 x3lh Ox Fktrida
- BuilJing Ondc
under 23' 25.75+56' 27-314" 30' 33.112' 35" 37' pV8 Glass Type:
SG Acaaptanc.No)704714')4'
Anchor Group Anchor Group Anchor Group Anchor Gmup Anchor Group Anchor Group Anchor Group Sx;riratsn astc
A T B C I D I R j B 1 C D I A,1 8 C D A 8 1 C D A B C 1 D A B C D A 8 C 0 (Types 1,4&5) (Types 2,3&69)
Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 2 �2 2 B3' 12"max.from By
under 23' Hood/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 2 2 4 3 3 3 5 3 3 3 rn and None each end&30" A,'d.m ethpdul4 rg)
25-15116' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 i
Tess Required max O.C.
Headt58t 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 .2 2 5 3 3 3 5 3 3 3 12'max.from 12"max.!rem
3191 Jamb 8 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 6 4 4 4 `+ ever each end&30' each and
PsadfSitl 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 max O.C, max O.C.
48' Jamb 6 4 4 4 5 6 A 4 8 6 4 4 5 6 4 4 8 B 4 4 B 6 4 4 8 6 6 4
E HeadtS01 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 -PVB"=TROSIFOL®PVS BY KURARAY AMERICA,INC. J
Jamb B 6 4 4 8 6 4 4 8 6 4 4 8 6 4 4 10 6 6 4 10 6 6 4 10 6 6 4 -SG"_SENTRYGLAS®BY KURARAY AMERICA,INC.
5th�e' Head1S81 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 4 3 3 r
$ 60" Jamb 8 6 6 4 10 8 6 4 10 6 8 4 10 8 6 4 12 8 6 4 12 8 6 4 12 B 6 4 `- C0
SAMPLE CONFIGURATIONS: 'Q
Head/Sill 2 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 (�
83• Jamb 10 6 8 8 10F22
6 10 B 6 6 12 8 6 6 12 B 6 6 12 B 6 6 12 8 8 6 d a�
LIJ
Hoed/SM 2 2 2 2 3 2 3 2 2 2 4 3 2 2 4 3 3 2 5 3 3 3 5 3 3 3 \ ,lXl
Jamb 10 B 8 8 12 6 12 8 8 8 14 B 8 8 14 8 8 6 14 6 8 B 74 a 8 6 X�; X' X�; X 0
72" tieod/S81 2 2 2 2 3 2 3 2 2 2 4 3 2 2 4 2 2 S 3 3 3 5 3 3 3 fdJamb 12 8 8 6 12 6 14 8 B 8 14 10 8 6 14 10 B 6 14 10 8 6 14 10 B 6LL.He.d7Si0 2 2 2 2 3 2 3 2 2 2 4 3 2 2 4 3 2 2 4 3 3 3 5 3 3 3 `., ° -
Jamb 12 6 B s 14 6 5A 10 8 8 16 18He4d/811i 2 2 2 2 3 2 3 2 2 2 4 2 2 2 4 3 2 2 ;X O 0 f• 'd'
1)USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.
TABLE : l7 00 D >
mi. Min Anchor EXAMPLE 1:FOR WINDOW COMBINATION SHOWN SELOW;7116"HEAT-STRENGTHENED, �• �'� d aT� Q 0 Z
�aarP Anchor Subalrolo aus O.C. Emiudatent Plete LAMINATED GLASS,114'MASONRY ANCHORS INTO CONCRETE,+701-85 PSF DP REQUIRED X O X X , O ^�Z�i
tNstence Distance Raqutred7 o° W >
S, mo 518 t' Tare' CASEMENT ANCHORS: IL
6063•'i5ANm. 318' Sts' .063' No
x12,steel SMS(GS) A)FROM TABLE 12,ANCHORS C 8 D ALLOW A DP OF+707-90. (J) (J}
A38 Steal 318• $18' .060' No NOT > Z 17
A A853 St W,Gr.33 3ta'' 518' .04s 25 Ga No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE ALLOWED } W
8.Pine 518" T 1-318• No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. FRAME O 0 c 0 W
A54,"ISMS(G5)"" 6083.75 At... 318' &8' ABS No i; .Q
or#14,410SSSMS A36 Steel ate' 519, .050' No v 0 m 0 .90 \�
C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH'JAMB. ASSEMBLY
A653 Stud Or.33 318' 5181 .045'20 Ga. No TUBE > c a �+Z
2.85k Cancmte 2-117 4' taxa• No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL
a"2 0'� 4 Q t=U to
a 114'steel Uftm... Hollow Block 1' 67 t-114' No
None.Block 2-117 6' 1 14/4' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. m
114'steel Ukmcon Hollow Block 1' 6' 1-114• Yes m -
C
1!4"470 Ss 3.35k Canareta 1. 51 1-314' No ® cc N
CnA.Flex Hollow Block 2-112- ,5' 1-114' No F)PER RULES ON SHEETS 2&3,SNSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 10"�• 10"� ,�•r m Q
TUBE SIDE OF THE AWNING HEAD&SILL.
S.Pine 518" 1' 1.318' Y.a ( ) o i 9 '
1112,stoot SMS(G5) 6083.15 Alum. 318' SW •0713' Yes q 2 r
orp12,410 ss SMS A36 stool 3/s ye• .DSO' Yes FIXED CASEMENT ANCHORS: `�"{4"�' -r-)4' 4" '�'1 4- 2 U on fu LE.. Q
A653 Stud Ga 33 38' 5W A45%is Ga, Yea A)FROM TABLE 11,A 34"X 61"FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF
S.Pin. SIB' 1' "fir Yea +701-90 USING ANCHORS C OR D.
414,steel SMS(GS) 6063.75 Alum. 378' 98' .8713' Yes >v X
atn4.410 sS SMS Am steel 3/8" Sra' .050' Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE ^�z
As.8 Stud,Gr.33 318" 518• .045 18 Ga Yes DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX /
D 2.e5k Canasta P 4' 131P Yes ANCHOR.
1/4'elect Ullsoon 2.88k Concrete 2-112" 4' 1.318• Yes 10.6 10.6"
..stoat 2-117 S' 1-114' Yes / ��` -I. t:
C)FROM TABLE 2A,6 ANCHORS ARE REQUIRED IN EACH JAMB. / 1�kO" �i
Fplod Blark 42.IIZ4-' 1.314' Yes ^�� � 410ENSLc,.K�
335k ConcreteC 1314- Yse /114'410 SS 3.35k Concrete 6' 1" YeaD)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL, 61"CreteFlex 6' 1414' YasE)DISTRIBUTE ANCHORS FOLLOWING3.5k ca omie 5' 1314' No Material Mt.Fr Min.F,EMS'.laal Ult.a.. Hollow Block 5' 1.114• No GUIDELINES FROM ELEVATION ON SHEET 1.Pilled Block S' 1314' No Steal Screw 82 W 120 kel \ Q
1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF F)PER RULES ON SHEET 2,INSTALL t 410 Scmw 80 ksi NO ksi � •- i 1�" �'('�`
THE ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER ADDITIONAL ANCHOR ON THE FRAME Elco UltreCalt® 155 kel 177 ksi -� ,r T'"". 2 F A/
FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. ASSEMBLY TUBE SIDE OF THE FIXED 410 SS Elco CreteFlaxG, 127.4 ksi 188.7 ksi 4„ 4" •'•�.�OR{Op•. 0C
2 ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. CASEMENT(HEAD&SILL). 8083-75 Aluminum 16W 22 kcl X22 / N�1�
3)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. A36 Steel 36 kat 55 ksi 25" f-+ 13"r-�+ 13' tt O AL 4S 11k1`
4)FOR STEEL STUDS,MIN.FU c 45 KSI,MIN FY=33 KSI. Gr.33 Steel Stud 33 W45 W •-�.�_-..._ 34• --�
A LYNN MILLER,P.E.
P.E-A 58705 -
FOR GLASS TYPES:
TABLE 5: PRODUCT REYISW
1)5/16"LAMI(1/8 AN-.090"PVB-118 AN) VornpiyingwithrhePFmiBs
IdiDaelOn Pressure(psp for SIn81e Windows,All Anchor Groups Acccpn¢code
4)718"LAM/.IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) Aacepim,acNo f -D 4•�
Window Width Gs''ratio"Oct.
untler 23" 2515116' 27-314" 30' 33-112' 35' 3T "PVB"=TROSIFOL®PVB BY KURARAY AMERICA,INC.
By
under 23' +701-90 +701.90 +70/-90 *701-90 +70/•80 +70/-90 +70/-90 Mimni-.gltF oduct
25-15/16" +701-90 +701-90 +701-90 +70/-90 +701.90 +70/-90 +70/ 00
383/6" +701-90 +701-90 R+701-77.7
+701-90 +701.91) +70/•90 +70/50 WINDOW
48' +707-90 +701-90 +70/-90 +701-90 +701-90 +7p/-91 HEIGHT -
2 50518' +701.90 +701-90 +701-90 +701-90 +70/•90 +701.89.2 1 U
60" +701-90 +70/-90 +701-88.5 +701.80.6 +701-77.7 +701-74.3 1-
63' +701-90 +701-90 +701-84.3 +701-76.5 +70/-73.7 +701-70.1 -�WINDOW
WIDTH (n J
72• *701-90 +701-87.2 +601-71.5 +601-624 +601-60.9 +l-59.3 LU-1 LIJ
+701-84.8 -+157.3 +/-58.9 *I-57.2 +/-55,6 SEE SHEETSI&4 FOR
WINDOW ANCHOR m a n
84' +701-90 +701-80.4 +701-71.3 +60152.1 +/-54.2 LOCATIONS AND QUANTITIES. FFr-•• 2 a
U
z o�
TABLE 6: �--
0 0_ Ur J LL
Design Pressure(psQ for Windows Attached to a Vertical Frame Assembly Tube Z Q ••O
mWindow Width a W W �LD
under 23" 2515116 27-3/4" 3
30" 31/2" 35 37' 1 U
y
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group LIDC LLJ t;l•
A B C D A B C&D A 0 C&D• A B C&D A B C&D A B,C& A B,C&D N V8 p z
under 23" +701.90 +70/-90 +701-90 +701-90 +70%90 +70/50 +70/•90 +701-90 +70150 +701-90 +701.90 +70150 +701-90 +70/-90 +701-90 +70f-90p+7 -7.3
+70/-93 +M-9D +70/-90 a O g o (n Z_
25-15116' +70/50 +701-90 +70150 +701-90 +701-90 +70150 +701-90 +701.90 +701.90 +70/-9D +701-90 +701.90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 Y Y W
= 38318" +701-90 +701-76.4 +70150 +701-90 +70/84.6 +70150 +701-90 +701-79 +70!50 +70/-90 +701-73 +701-90 +70/-90 +70/81.8 +701.90 +701-90 +701-90 +701-74 +701-90 (>n (nZo48" +701-76.2 +151.1 +701-73.1 +701-90 +/37.5 +70/50 +701-90 +/•63.1 +70100 +701-90 +/58.4 +70150 +70/-90 +135.4 +701.83.9 +701-90 +701-91) +/-69.2 +701-90 7 0 Z W .,n50 518" +701-723 +11-7.9 +/69.3 +701.90 +/-64 +70/51) +701-90 +/59.9 +70/SO +70/-90 +1.55.4 +701-88.7 +70/-90 +/•62 +701"79.5 +701-90 +701-90 +/-56.1 +70189.2 1r Cf) C0� T C0 o C0 W a
W..
+1_61 +146.9 +I-58.5 +701-90 +/-54 +70186.6 '+701-90 +1.50.5 +701-81 +701-90 +146.7 +701-74.9 +701.88.5 +/-623 +/-67.1 +701-60.3 +150.1 +701-77.7 +/47.4 +701-74.3 E 0 m O a(q U) U
63" +/-58.1 +/.4 .5 +/-55.7 +701-M.71 +/51.5 +70/-825 +701-90 +/-08.1 +701-77.1 +701-90 +/-04.5 +701-71.3 +701-84.3 +1.49.8 +/-63.9 +701-76.5 +1.47.7 +701-73.7 +/46.1 +701-70.1 a "W Ei Q
a 0 7 00 EU
FRAME
TABLE 7:
"� 10"MAX --� .-- ASSEMBLY ?" . m
Design Pressure(ps0 for Windows Attached to a dzo to rame ty
FAseem6Tube TT
TUBE ® p a S e N
Wnd-WidthWINDOW FRAME
OJ4 I DOE
!9
=
mderG=P3°25-15116" 273r4" 30" 33-112' 35° 3T HEIGHT ASSEMBLY WINDOW '� m go a
Anchor Anchor Anchor Archer Anchor Group Anchor Group Anchor Group TUBE HEIGHT _
G=P Group Group Group w z-.5-a p
All AA All All A B C&D A B C&D A B C&D 10"MAX - ~>�U��
under23" +701-90 +701-90 +701-91) +701-90 +701-90 +70'$7.6 +701-90 +70/-90 +70153.8 +70150 +701-90 +701-79.2 +701.90 - I WINDOW I_ ADDITIONAL
25-15118' +701-90 +701-90 +701-90 +701-90 *7W-90 +7N50 +701-90 +701-90 +701-90 +701-90 +70157.6 +701-90 -7 .90 �- ADDITIONAL _4 WIDTH r" ANCHOR cu i
3838• +701-90 +701-90 +701-90 +70/-90 +701-90 1+70'50 +701.90 +70/50 +701-90 +701-90 +701.88.8 +701-90 +70150 ANCHOR (4),IF REO.
(4),IF REO.
48' +701-90 +701-00 +701-90 +701-90 +TOI-90 +70180 +70150 +707-90 +70150 +70150 +70180 +701.90 +70150 SEE SHEETS184 FOR WINDOW ANCHOR
50518• +701-90 +701.90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701.90 +701-90 +701-89.2+701-89.2+70189.2 LOCATIONS AND QUANTITIES.SEE SHEET ��� NY LYNN
'6 80' +TDI-90 +701-90 +701-90 +70/88.6+70/80.6+7480.8+70180.8+70/-77.7*701-77.7+70f-77.7 aT0/-74.3+701-74.3+701-74.3 -r� A'WIDTH W�+- 3 FOR ANY ADDITIONAL ANCHORS `� ��.••"'•'•'•
63' +701.90 +7N•90 +7d-90 +70189.3*70f-76.6+701-76.5+701.79.5+707.73.7+701-73.7+701.73.7+701.70.1 +701.70.1 +701-70,1 REQUIRED FOR THE FRAME ASSEMBLYV\OENSF
72' +70150 +70187.2+TO!-77.7+701-71.5+60/82.4+60182.4+60!82.4+60180.9 +60180.9+60180.9 +159.7 +159.3 +/•59.3 SEE SHEETS 1&4 FOR WINDOW ANCHOR TUBE. Q': '•�
78" +70180 +70184.8+701-75.7 +187.3 +/58.8 +1-58.9 +158.9 +157.2 +/87.2 +187.2 +185.6 +785.8 *l-55,6 LOCATIONS AND QUANTITIES.SEE SHEET * No.58705
84' +70/-90 +70/-80.4+701-71.3+BO/827 +154.2 +154.2 +1&1.2 3 FOR ANY ADDITIONAL ANCHORS ;
REQUIRED FOR THE FRAME ASSEMBLY T Qf
TUBE.
'.FCOR701;.•"ONA
�G�2� .
NOTES: - X112"MiLtW'P.E. -
1)BEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. P.E.It 68705
r
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
FOR GLASS TYPES:
TABLE 8: �ODiJL7 P.EV(SEO
2)7/16"LAM[(3/16 AN-.090"SG-3/16 AN) vs c.plying with the Florida
Design Pressure(ps0 for Single Windows,All Anchor Groups 33 0din8Code
Window Width 'SG"=SENTRYGLASuBY KURARAY AMERICA,INC. Ac�ceptanceNo -0 14
under23" +90/-730 WINDOW
.►4
S3.rire Datc
under23" 25.15116" 27-3/4' 30' 33-112" 35' 130
37'
+BO/-130 +90/-130
+901-130 +901-130 +90/-130 +90/-130 Tdiami mh`7ce0u5tsCse{<5'�
25-15/16" +90/-130 +901-130 +901-130 +901-130 +90/430 +90/-130 +90/•130 HEIGHT
39-316" +901-130 +90/430 +9(Y-130 +901-130 +901.130 +901-130 +901-130 l
48' +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 ..1-
= 50518' +901430 +901-130 +901.130 +901.130 +90/-130 +901-130 +90/-130 WINDOW V
W. +90/-130 +90/-130 +901-130 +901.130 +901-130 +901-130 +901-130 WIDTH i
63' +901-130 +901-130 1 +901-130 +901-130 +90/-130 +901-130 +901-129.6 SEE SHEETS 1&4 FOR
WINDOW ANCHOR W i•
72' +901-130 +901-130 +901-130 +901-130 +901-129.1 +901-122.5 +901-113.8 LOCATIONS AND QUANTITIES.
uj
76' +901-130 +901-130 +901-130 +90/-130 +901-124.1 +901-116.7 +90/•107.8 m a 2
84" +901-130 +901-130 +901-130 +90/-130 +901-116.4 - U) Z(�
06 's
W (Z_QJ o
TABLE 9: Q _I r T
Design Pressure(psi)for Windows Attached to a Vertical Frame Assembly Tube °(L J lL '
Window Width = w %
W
m undar23- 25.15116" 273X4" 30' 33-112' 35' 37" Q. Q
MAnchorchor Group Anchor Group Anchor Group Anchor Group chor Group Anchor Group Anchor Group N
P+701-T2.3
B C D A B CBD A B CBD A B C D A B C D A B C D A B C D OD W O i;[-
A
+701-90 +70150 +701-90 *701-90 +701-90 +70/•90 +701-90 +701.80 +701.90 +701-90 +701-90 +70!50 «701.90 +70/-90 +70150 +701-90 +70/50 +701-90 +70/50 +701-90 +70/-90 +70/•90 +701-90 +701.90 +701-BO CV 0 e Z
25.15118' x701-90 +70150 a701.90 +70!50 +701-90 +701-90 X701-90 +70150 +701-90 +701-90 *70150 +701-90 +701-90 +701-90 +70/50 +701-90 +70150 +701-90 +70150 X7Ln
01-90 +701-90 +70150 +701-90 +701-90 +701-90 Lt) =:
0 0 0 Z
= 38-310" +701.76.4 +70150 +70/•00 +701-80 +707-90 +701-90 +701-BO +70/50 +701.90 «711/-90 *701-90 +701-90 +70/50 +701-90 +701.90 +701.90 +70150 +701•90 +701-90 +7g(-90 +70!50 +70/50 +70/-90 +701-90 +707.911 S
48" +151,1 +701-73.1 +701-90 +70/54.4 +701.90 +701-90 +70/-78.9 +70150 +70150 +701.73 +701-90 +701-90 +70150 +701.78.5 +701-90 +701.90 +70150 +701-75.1 +701-90 +701-90 +701-90 +70152.9 +701-90 +701.80 +70150 Y Y W
'2 505/8• +157.9 +/-69.3 +701-90 +70150.1 +70!•90 +701-90 +701-74.8 +70150 +701-90 +/59.2 +70156.7 +701-90 +70/-90 +701.74,4 +701.90 +70/-90 +701.90 +701.71.2 +70150 +70f-91) +70150 +701.78.6+70/58.9 +70/•g0 +70/.90 (nQ60" +I-08.9 +1-58.5 +70150 +1-67.5 +70156,6 +70150 +/53.1 +70151 +70!•90 +1.58,4 +701-74.9+70159.6 +701-90 +/52.8 +701.83.9+70150.3 +70150 +150.1 +70!50.2 +701-90 +701-90 +/58.3 +701-75.9 +70/50 +701-90 > E- Wd'63" +1-06.5 4/-55.7 +70158.7 +1-64.3 +70152.5 +70/•90 +150.1 +701.77.1 +70150 +/-55,6 +70/.71.3+70155.3 +701•90 +1-59.8 +701-79.8+701-76,5 +701-90 +1-57.2 +701.78.4 +701-91) +701-90 +/53.1 +701-72.3+70/58.5 +701.911 Q Q Z
t
U) (1) o c� W o
FRAME $ Q m Q n U) (n u U
J ASSEMBLY =' Cr
a ll.l 5¢ '-
10'MAX I TUBE rc U '�
TABLE 10: T
t WINDOW >N n
Design Pressure(ps0 for Wlndowe Attached to a Horizontal Frame Assembly Tube HEIGHT
�a0 r1d1� N
B Window Width WINDOW FRAME } o I 0g
under23'25-1416' 273'4' 30' 33-112' 35' 3T HEIGHT ASSEMBLY J- _
TUBE WINDOW ADDITIONAL zw e a
o $ 5
Anchor Anchor Anchor Mchor anchor Group Anchor Group Anch"rGmup WIDTH ANCHOR zU
Group Group Group Group (4),IF REQ.
All AO All All A B C fl D A B C fl D A 8 CBD 10'MAX. u
under23" +70150 +701-90 +T01-90 +701-80 +7111-90 +70157.6 *701-90 +701-90 +70/53,8 +70150 +711-90 +701.79.2 +70/-90 } ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR o u
25-151111' +70150 +701-90 +701.90 +70150 +701-90 +701.90 +70/-90 +70/-90 +701-90 +701-90 +701.87.fi +10150 +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET o Z v
38-3/B- +701-90 +701-90 +701-90 +70150 +701-90 +701.90 +701-90 +70/-90 +70/-9D +701-90 +70/-90 +70/50 +70/-90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
g, 48' +701.90 +701-90 +701-90 +70150 +701-90 +701-90 +701-96' +701-90 +701-90 +701.90 +701-90 +70/-90 +70/-90 TUBE. \\1
50.518" +70150 +701.90 +701.90 +701-90 +701-90 +701-90 +70150 +701-90 +701-BO +701-BO +701-90 +701-90 +701-BO WINDOW/ \\ N`(L.MY,1l If
60' +701-90 *701-80 +701-91) +701-90 +701-90 +701-BO +701-BO +701-91) +701-90 +701-90 +701-90 +701-90 *701-80 WIDTH I'�- `\ �O' ••••• 'n�� ��
63" +70150 +70/-90 +70/51) +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701.90 +701-90 +701.90 +701-90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR '••'p
72" +70150 +70150 +701-90 +701-90 +701-9D +701-90 +701-90 +701-90 +70150 +701-911 +701-90 +1111-90 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET -
' NG.58705
76' +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-BO +701.90 +70150 +701-90 +701-90 +701-90 +70150 3 FOR ANY ADDITIONAL ANCHORS
84' +701-90 +701-91) *701-90 +701.90 +701-90 +7111-90 «701.80 REQUIRED FOR THE FRAME ASSEMBLY
TUBE. l a'
. 3
CORio
S1GNA1 ��`\�
NOTES: A(�IdWALLER\P'E.
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
PEA 58705
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
i
7g6LE 11:
FOR GLASS TYPES:
PRODUCT REVISED
Design Pressure(psl)for Singto Windows,All Anchor Groupe 3)7/16"LAMI(3/16 HS-.090"SG-3/16 HS) anearrrpl7ing with dw Fice s
7 7/8"LAML IG: 3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS Building Code
Window Width ) ) EMarion Daft -pb �
under23" 26-15/16' 27314' 30" 33-112" 35' 3r 9)7/8"LAMI.IG:(3/16"T-114"AIR-3/16"HS-.090"SG-3/16"HS) ,
under 23' +901.130 +90f-130 +901-130 +901-130 +901-130 +90t-130 +9DI.130 "SG"=SENTRYGLA50BY KURARAYAMERICA,INC. B"
25.15116" +901-130 1901-130 +90!430 +9tlt-130 +901-130 +901-130 +901-130 iAicmr ads ProductGin o1
38318" +901430 +901.130 +90/430 +90/-130 +901-130 +801.130 +901-130
8 48• +90%130 +90/430 +901-130 +901-130 +901-130 +901-130 +901-130
S 50.518" +80/.130 +901-130 +001-130 +901-130 +901-130 +901.130 +901-130 a
60° +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 WINDOW
63° -9tl(-130 +9p/-130 +90/-130 +901-130 +90/-130 +901•!130 +80/-130 HEIGHT
J
72" +901-130 +901-130 +901-130 +90/-130 +801-730 +901-130 +901.130
78' +901-130 +901-130 +807-130 180/-130 Uj
-901-130 +901-130 +901-130 WINDOW .J LLJ 'a'
84' +901-130 +901-130 +901-130 +901-130 +901-130 WIDTH p'� Q• 'S t-
SEE SHEETS 1&4 FOR
WINDOWANCHOR p0
LOCATIONS AND QUANTITIES. d Z
J
TABLE 12- Q r
r
Design Pressure(psQ for Windows Attached to a Vertical Frame Assembly Tube o n Ur J LL
M Window Width tt a fl
end.23' 25.151'16" 27.314' $0" 3&112' 35" 37" a 0 N
Anchor Group Anchor Group Anchor Gmup Anchor Group Anchor Group AnchorGroup Anchor Group h- N
A B C p A B I C&0 A H C&O A t3 C D A 8 C D A B C D A 8 C D `"+ CC) t11 f-
under 23" +701-90 +70f-80 1701-90 -701•90 +70/30 1701-9D *701-50 +701-90 +70/-90 +70/.40 +701.90 +701-9D +701.90 .701-90 +70/-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701"90 +70/-90 +7N-90 -70t-90 +70/-90 N O IX O a
p 25.15!18" +701.00 +701-90 +70/•90 +70/-90 +701-90 +70!50 +701.90 +70/-90 +701.90 170/-90 +701-90 +701-90 +7G'•80 +70!•90 +TO7-BO +701-g0 +70/90 +70150 +701.90 +70150 +701-90 +70!•90 +701.90 +70+-90 170/-90 +70!•80 ° °3 z `k Z
303!8° +701-90 +701-76.4 +7af50 +70/-90 ,70/40 +701-90 +701-90 +701-90 +70/-90 +70/.90 +701.90 +70t-90 +701.90 +701-90 +791-90 *70150 +70150 +7Q!-� +TO!-90 -TOl-9D +701-90 +70!•80 +701-90 !79/•90 +70!•90 +70!•90 � �
48° *701.76.2 -181.1 +701-73.1 +701.90 +701-84.4 +701-9D +70150 +70/-78.9 +70/50 +701.90 +701-73 +701-90 +70150 +70/50 +701-78.5 +701.90 +701-90 +70150 +70f-75.1 +7N50 +TOI-90 +70!•90 +701-029 +7N50 +70)•90 +70!•90 Y (Ld
40 ^�
50-518" +701.723 -1-57.9 +1$4.3 +70150 +701-80.1 +70150 -7W-90 +701-74.8 -701-90 +701.90 +1-89.2 +701-88.7 +701.90 +70180 +701-74.d +70150 +70+.06 +701 +70!•712 +701-80 +70150 +TO!-9D +707-76.5+701-89.9 +707.80 +701.80 (/) {n X
60" +1$1 +1.48,9 +188.5 +70690 +1$7,5 +701-86.6 +70/-90 +1•63.1 +701$1 +70180 +1-58,4 *701-74.9 +701.89.6 +707-9p 41.628 +701.83.9+70!$0,3 +701-90 +l-60.1 +7p/$p,2 +701-90 +70%BO r1E6,3 +701.75.9 +70/.90 +701.90 '�'y �j IL w C)
63" +1-58,7 +/-06.5 +1.55.7 +70!$8,7 +1.64.3 +706825 +701.90 +t-80.1 1701-77.1 +70!•90 +t-S5,6 +701-71.3+701.85.3 +701.94 +t-54.8 r741.79.9+TOt-70.5 +74150 +187.2 +TQ'-76.4 +70/-90 +701.90 +!$3.i r70t-723+701$6.5 +741.90 O d Z g '-'
n�0 �O oC9 w V
FRAME
10' XWINDOWADDITIONAL
SEMBLYBE
TABLE 13: T7Design Pressure(ps9 forWindows Attached to a Horizontal Frame Assembly Tube WINDOWHEIGHTjWindow Width >RWINDOW FRAME o r-.g�undor 23'25.15116' 2T-314' 30" 33-112' 35' 3r HEIGHT ASSEMBLYAnchor Anchor Anchor Anchor TUBE z WGroup Grovp Group Group Andhor Group Anchor Group Mchor Group 1jdl 9X- _4WIDTH iHREQ W z &o p
All All All All A H C80 A B C&D A 8 CSD ---(((--- F- .�°.,U � I
under 23' +701.90 +701.98 +70/-90 +701-00 +701-90 +701-87.6 +701.80 +701.90 +70%83.8 +701-90 +70150 +701-79.2 +701-90 } SEE SHEETS 1&4 FOR WINDOW ANCHOR
ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET ^Z
25.15/16' +7p/-90 +70690 +701-8D +701-90 +70/-90 +701.90 -70/-80 +7D/-90 +701-90 +70!•90 +701$7.6 +70/-90 +70/-90 ANCHOR V
38-318• -707.90 +701-90 +701-90 +701-80 +701.90 170/-00 +70150 +70150 +701-90 1701-90 +70690 +701-90 +76t-90 (41,IF REQ. 3 FOR ANY AUDI IONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
48' +70!•90 +701.90 +701.90 +70/•90 +701.90 +701-90 +701.9D +701.90 +701-90 +701.90 +701.90 +70%90 +70/-90 TUBE.
s 50.518• +701.90 +70150 +70(•90 +701.90 +70/4D +701-80 +70/$0 +701•BD +70t-90 +701.90 +701.90 -70/-90 +761.8D WINDOW I••„_ `�� 4NY LYNN
b 6D° +70/-90 +701.90 +701.90 +701.99 +701.90 +701-80 +701-9D +701-90 +701-9D +701-90 +701.90 +701.90 +70/-96 -1 WIDTH `„��'��.•'4(CENSF,•+7j1�
63° +701•90 +70!•90 +70!•90 +701.90 +70/-89 +7g/-00 +701-86 +701.90 +70750 +701.90 +70/•90 +701$0 +701.90 SEE SHEETS 1&d FOR WINDOW ANCHOR Q';'
72" +701-90 +701.80 1701-95 +701-9D +701.90 tT0%80 +70!•80 +70!•90 +70/-90 +701-90 +70/•90 +70/-90 +701-90 LOCATIONS AND QUANTITIES,SEE SHEET No.5L3705
3 FOR ANY ADDITIONAL ANCHORS
TB" +70/-80 +70/.90 +701.90 +70/-90 +70!.90 +701-90 +701-90 -70/•90 +701-90 +701-90 +70!•90 +70/90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY - -'
84" +701-80 +70150 +701-96 +70190 1 +70!•90 1+701-90 1 +70150 - TUBE.
NOTES:
11 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYFII�fv(I�,LIR,P.E
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS, P.Ep 68706
TABLE 14: FOR GLASS TYPES:
PRQT7UCT REi1RSR.i}
Design Pressure(psQ for Single Windows,Ali Anchor Groups 5}7/8"LAMI.IG:(1/8"T-7116"AIR-118"AN-.090"PVB-118"AN) <c complying with dw Ftaside
-PVB'=TROSIFOLI"PVB BY KURARAY AMERICA,INC. Building Credo
Window Width Aace-,o No 1 �bld'•1�
pitario t7auc ... i� 3
under23" 2545/16" 27 /4' 3D" 331!2' 35" 37" TT
under 23' +701-90 +701-90 +701-90 +701-90 +701.90 +701.90 +701.90 I py
ivliNttf 1-r'. thllrtx`41N01
25-15116" +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90
383/8" +701-90 +701-90' +701-90 +701.90 +701.90 +701-90 +70/•90 _
_rn 46' +701-90 +70%90 +70140 +701-90 +701.90 +701.90 +76.90 -j-- a u
66-518" +701.90 +701-90 +701-90 +701.90 +701.90 +701-9D +70/•90 4
[]
60' +701-90 +701-90 *70/•90 +701-90 +701.90 +701.88.6 +701.84.6 WINDOW
19 63' +701-90 +701-90 +701-90 +70/•90 +701.87.2 +701-@4 +701.79.9 HEIGHT
72' +70/-90 +701-90 t70/-BB.S +701-81.5 +6D1.70 +601.89.4 +601.67.6 W C'
76' +701-90 +701-90 +701-86.3 +701-76.7 +BOt-67,2 +601-65.2 +601.63.3 ,�,E WMDOW .-I W
64' *70/•90 +701.90 +701-81.3 +601-70 +601.61.8 WIDTH Q g Q
SEE SHEETS 1&4 FOR H F?^^ V
WINDOW ANCHOR 0 Ut
LOCATIONS AND QUANTITIES. LU z $
TABLE 15: H J
Design Pressure(psQ for Windows Attached to a Vertical Frame Assembly Tube <
FTI Window Widfh - > < 0
under 23" 25-15/16' 27-3/4' 30" 33-112' 35' 37' z w
Anchor Group Anchor Group Anchor GroupAnchor Group Anchor Group Anchor Group Anchor Group a 0
A 8 I C 0 A 8 C&D A B C&D A B I C D A e C D A 8 C&D A 0 1 CSD 1 N
under23' +76-90 +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 +70/•90 +701.90 +701-90 +701.90 +70/-90 +701-90 +7W-90 +701.90 +70!•90 rA 00 LLJ S F--
25-115116' +76-94 176-94 +76-90 +76.90 +701.90 +76•96 +76-90 +701.94 +76.80 +10/.90 +70+-90 +701.90 +76.40 +76-90 +76.94 +76.90 +76-90 +701-90 +701-90 +701.90 +701-90 +701-90 +7680 +701-00 N U $Z
'y 38-316" +701.90 +701.78.4 +701-90 +701-90 +701.84.5 +701.90 +701-90 +701.79 +701.90 +70/-90 +70/-73 +70/•90 +76.90 +701.90 +701.61.8 +701.90 +701.90 +701-90 +701.78.3 +701.90 +701-90 +701-74 +701.90 +76-90 0 5 4 O (n _z
m3m 48' +701.76.2 +/-61.1 +70+-73.1 +701.90 +1-67.5 +70(40 +70%90 +/-63.1 +701.90 +70%90 +/-58.4 +701.90 +701-90 +701-90 +b6SA +701.83.9 +76.90 +T6-90 +1.62.6 +701-90 +701-90 +1.69.2 +76-90 +701-90 _ _
38 SOv/8" +70/•72.3 +1-5Ul
7,8 +(.89,3 +7g/-9D +/•64 +76-g0 +70/-90 +/-53.9 +701-90 +70/-90 +1.55.4 +701.88.7 +70/-90 +701-90 +1.62 +701.79.5 +70/-90 +70/-90 +/•59.3 +76.90 +701-90 +1.56.1 +70/$9.9 +70/.90 Y
60' +1.81 +1.48.8 +/38,5 +TO/-90 +1.54 +701-88.6 +70t-90 +/-50.5 +70/•81 +70t-90 +1-06.7 +701.74.9+701-89,6 +701-90 +132.3 +/-67.1 +701-80.3 +701-90 H-50.i +701-80.2 +701-88.6 +/-47.4 +701.75.9+7W-84.6 j C- z O
83° ry
+! +701.76.4• 1 8 . 7. . 4. . . . . 4 0
o C9 titi
ASSEMBLY aFRAME O 0 `� � �^U
10"MAX. -+�•'� I"'- Tl1BE ' a S
0 i5 0 n
TABLE 16:
WINDOW
Design Ptessuro(psQ for Windows Attached to a Horizontal Frame Assembly Tube T HEIGHT
e - Widow Width WINDOW FRAME
under 23'2&15x16' 27-314' 30" 33112' 35' 3r HEIGHT ASSEMBLY
Anchor Anchor Anchor Anchor TUBE 1 (WnlDTH, ADDITIONAL m 8 x
Group Group Group Group Anchor Group Arctmr Group Anchor Group '-'I WIDTH ANGHOR Zuj v i
All All Al All A .H C&D A 0 CatD A 8 C&D 10"MAX. (4),IF REO, ��' taxa p
unckr 23" .70.90 +701-90 +701.90 +701-90 +701-90 +701.87.6 +701-91) +701-90 +701-83.8 +70/•90 +701.90 +701-79.2 +70/9-0 SEE SHEETS 1&4 FOR WINDOW ANCHOR
25-16116" +701.90 +701-90 +7W-90 +701-90 +701.90 +701-90 +701.90 -+70t-90 +701-90 +701-90 +70+-97.6 +101-90 +76-90 ( ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET Z rr
P 389/8" +701-90 +701-90 +70490 .701-90 +7690 +701-90 +760 +70
9 -90 +701-90 +701-90 +70198.8 +70.90 +701-90 ANCHOR 3 FOR ANY ADDITIONAL ANCHORS 51
IFREO. U
REQUIRED FOR THE FRAME ASSEMBLY
48' +701.90 -70-90 +70.90 -701-90 +701.90 +701-90 +70.90 +70-90 +701.90 +70/.90 +70`-90 +70-90 +70f-90 i11111r !(1
TUBE.
Sacs• w01•99 +701-e9 +701.90 +791.90 +701-e9 +741-90 +701.99 +701-90 +741-90 +7(1/•90 +76199.6 +701.90 +70-90 _�WINDOW� �` NY IV
7x
60' + •90 .+70.90 +7690 .76-90 +70.90 +Ta-90 +70/.00 +701-88.6 +10186
- .6 +701-88.8 +70194.6 +701-84.6 +7184.6 WIDTH ��\ �O ...... •'� '�''
Sr .701.90 +701-90 +701.90 +701-90 +7097.2+70197.2.701-67.2 -701-94 +7x-84 +701-84 +701-70.9 +761-79.9 -70119.9 't �}GENsp•.
72 .70t-90 +701-90 +70198.5+701.811.51760 7-0 .60-70 +W.70 +6090,4 +80199.4 +6a..�A +6097.6 +601-87.6 +60147.8 SEE SHEETS 1&4 FOR WINDOW ANCHOR •: �_; :fi�:1
76' +701.90 +701.90 +7090.3+701-76.7+60197.2+60197.2+60/97.2 +90145.2 +80145.2 .60/-65.2 +80!93.3 +60193.3 +60143.3 LOCATIONS AND QUANTITIES.SEE SHEET � ND.58705
84' +701.00 +W-90 +701-91.3 +6-74 +6a4t.a+601-61.8+60141.9 3FOR ANY ADDITIONAL ANCHORS _'
REQUIRED FOR THE FRAME ASSEMBLY
TUBE. GITZ,
NOTES: 'q/GNAI.1Ft `� f
7)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
A LYNN MILLER,P.E
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.458705
TABLE 17: FOR GLASS TYPES:
-OoqIgn Pressure(psQ for Single Windows,All Anchor Groups 6)7/8"LAML IG:(3/16"AN-114"AIR-3/16"AN09b"SG-3/16"AN) vo.Aymg t4th the Florida
Window Width Mace N. -0( -14-
8)7/8"LAMI.IG:(3116"T-1/4"AIR-3/16"AN-.090"SIG-3116"AN) 4'�Ip.co 0 -14
'to
under 23' 25-15116r 27-3/4" 30' 1 33-112' 35, 37' "SG"=SENTRYGLAS"By KURARAY AMERICA,INC. lin.mm Do
under 23* -901-130 +90/-130 +901-130 +901A30 +901-130 +90f-130 +90/430
m_,m ctc 4
25-15/16* +901-130 +901-130 -901-130 +901-130 +90V-130 -901-130 +9W-130 T'Xiarn Dadcp.fpilult:A
38-318" +001-130 +901-130 +001-90 +901-130 +901-130 +901-130 1901-130
48" +901-130 +901-130 +941-130 +901-130 +9W-130 +SY.130- +90/-130
x 50-5/8' +901-130 +901-130 +901.130 +901-130 +901-130 +90/-130 .901-130
+901-130 +901-130 +Got-130 +90"430 +901-130 +()Dj- -79
130 011-30 WINDOW
BY +901-130 +901- 901-130 +901-130 +90/-130 +901-130 +901-130 HEIGHT
1 20
71' +901-130 +9(V-;13() +g0/-134
3 +901-130 +901-130 1+!1111712L4.6 90f.1 15 7
76, +901-130 -901-130 +90t-130 + 13 +9W.126,2 LIJ 0
+9-, .
84' +901-130 +001-130 of-3 +901-130 1+00/-118.4 1 WINDOW
+9 WIDTH _j LLI
DO Q.
SEE SHEETS t&4 FOR < (5g 0
WINDOW ANCHOR des 'o,
LOCATIONS AND QUANTITIES. i
U.1 z
TABLE 18:
< IV t
C _j
Design Pressure(pso for Windows Attached to a Vertical Frame Assembly Tube
'2(L LIL
M Window Width Ix < 0
under 23' 35, 37" EL 27-3f4' 30* 33-112* Uj W
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group C14
A B I C D A B C&D A B I C&D A U)
0 D A 8 C D A B CBD A B UJ :7* U)
00 0 �e
C D
undm23* -70f40 +701�90 +701-90 +70/-90 .70tg0 +7al-90 +701-90 +70/-90 +701-90 +701-90 +7CV-90 -701-90 +701-90 +701-90 +TOI-90 +701-90 +701�M -701-90 -70f-90 +70t-90 +701-9D +701-90
- +701-90 +70/-90 +701-90 O o Z
E 25-15/16' 70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/.90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70/.90 +701-90 +701-90 +701-90 +7040- U)
W-316* +701-90 +701-764 +70750 +701-90 +707,99 +70/-90 +701-90 +701-9z
0 +7(y-9D +Y(Y-90 +70/-90 +70/-90 +70V-90 +7(Y-90 +701-90 +701-90 +7V-90 +70f-90 +701-90 +701.90 +701�90 +701-90 +701-90 +701-90 +7LY-90
bA 48" t701-76.2 +1-61.1 ;701-73.1 -701-90 +70/.84.4 +701-90 -701-90 +70/.78.9 +701-90 +70/-910 -701-73 +70V-90 +701-90 +70/-90 +70t-78,6 +701-90 +701-90 1701-90 -+701-75.1 +701-90 +70/.DD +70/-82.9 7050 +701-90 +701-90 ;7 LIJ
+70�-88.7 +701-90 +701-90 +701-74A +701-91) +701�90 +701-90 -701-71.2 +7W-g0 +701- -90 -701711. -
6 M-89.9 +7C1-90 + - EL 0� Z CD
W-5/81 +701-72.3 +1-5+1-57.9V-74.8 +70t-W +701-g0 +/.69.2 F-
+1-48.9 '.83.1 +701-81 +70120 +/-58A +701-74.9 +70689.6 +701.90 +1-62.8 +701-63,9+701-80.3 +701-90 +1-60.1 +701,80.2 +701-90 +1.66.3 +701-75.9 +701-90 +701-9D "'" z W
-W.1 1+701-77.1 +701-90 +1-55.6 +701-71,3 +70/-85.31 +701-90 -1-59.8 +701-70.9+701-76,5 +70/-90 1 +/-57.2 1+701-76.41 +70t-90 1 +/.63.1 .72.3 +TO/-66.5 +701-91 (1) U) D UJ
0 0
Gy -71:58.1 1-46,5 +/-55.7 1+701-88.71 +1-64.3 1+701-82 51 +70/-9D 1 +1 +701 =5
o Q
aO 0 U)
FRAME W
10'MAX ASSEMBLY r-
TUBE
TABLE 19:
Dealiln Pro-(psi)for Windlam Attached to a ruoMat FmmAssembly Tube WINDOW
HEIGHT
Window Width WINDOW FRAME
1 0
und"IY126.1511(ri 27-W 3T 33-112* 35, --ar- HEIGHT -ASSEMBLY It 3�
/ TUBE z
El Amber 1 Anchor Anchor An
Group Group Anchor Group Anchor Group Anchor Group. WINDOW ADDITIONAL
mu Group Orchup, WIDTH ANCHOR
All All AD 10'MAX
All A 8 C&D A B C&D A B C&D (4).IF REQ.
under 23' +70150
-70-1-90 -+701-90 +T01-90 -+701-.9D .701-87.6 170-1-90 _+701-80 +701-83.8 +701-90 +701-W +701-70.2 +70t.90
��A.
ADDITIONAL SEE SHEETS I&4 FOR WINDOW
2546116' +701-90 +701-90 .701-90 +70i-90 +701-90 +701-9D +7cv-90 +70/-90 701-90 +701-90 +701-87.6 +701,90 +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET ca
3"18, +701.9(l +70/-90 -701-90 .701-90 +70f-90 -7()/40 +701-9D +701-90 +701-90 '7iFf_90 +701-90 .70190 +701-90 (4).IF REQ. 3 FOR ANY ADDITIONAL ANCHORS
48' +701.91) .701-90 +701-90 +701-90 +701,90 +70I-90 170/-90 +701-91) +701-90 +70PW ;_701-9D +701,90 _+7_0190 REQUIRED FOR THE FRAME ASSEMBLY v 141 L T NIV
50-SW +7(11.90 +70t.90 +M-90 +701-90.+701-90 -701-90 +T01-90, +70/�90 +701-90 +701.90 -701-9D +701-90 +701-90 WINDOW/ TUBE. ........ 4111
-1 _70f +701_90 +Toj.go I 0--"�ICEN,9F'-,�e
rr
60, +701-90 +701-90 +701-- +16-90 F+ -90 +70mo +TO/-00 +70t.00 1 +701-00 +70/-90 +701-90 4 W,DH
6y +701-90 +701-90 +701-90 +701-90 +701,90 -701-90 +701.93 +M-90 _+7_0120 +7W.90 + -
72* -701-90 +7 SEE SHEETS I&4 FOR WINDOW ANCHOR No.5$705
01-90 +701-90 70f-90
-76- .7W,90 r;77-01 9-0 r+701,90 +701�90 47019-0 +701-9D 1+701-90 1+701-00 +701-00 1 4701-90 +70f.90 +701-go LOCATIONS AND QUANTITIES,SEE SHEET
701-90 +701-90 +70190 1+701-9 OR ANY ADDITIONAL ANCHORS Z'
84' +701-90 701�90 1+70/-90 1+701-90 -701M +701-90 +701-90 1 EQUIFIED FOR THE FRAME ASSEMBLY
TUBE. IT7 ��
NOTES,
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
_j
TABLE 20:
Item I Dw9.0 Description Material ASSEMBLY DETAILS
1 7002 Main Frame Head,Sill&Iamb I 6063-T6 Alum.
2 5071 AnchorPlate 6063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR
3 70_03_Sash Top,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 1 7072 ISash Comer Gasket Vinyl Foam
B 7070 IRA Weatherstrip.187"x.279' Flax PVC 70
10 7024 Maxim Multi-Point Lock Steel
12 7026 Lock Sup port Plate Steel SASH
12 7314 Multi-Lock Keeper Steel AS REQUIRED PER CORNERS
i013 Tie BarGulde Nylon
13 TABLE 3,SHEET 4
14 7015 Tle BarAssembly Steel or SS
SS 7028 Maxim Dyad Operator,WW<-24° Steel
16 7027 Maxim Dual Arm Operator,V4W>2oV' Steel
17 7030 Op.Lratur Gasket Vinyl Foam
18 7031 Operator Backing Plate steel 7
19 7051 Operator Spacer Block Nylon
20 7032 Stud Bracket Steel 3
21 7033 OperatorTrack&Slider jDual Arm) Steel
22 7023 Egress Hinge(Heavy Duty),Manulf.by Truth Steel
23 7050 Egress Hinge Washable(HD),Manuf.by Truth Steel 5
24 —Snubber,Anti-biowout Clip Steel
32 1713 Settingl3lock 5/32"0/16"xl-1/4�' EPDM
33 2714 SettlngBIock 5/32"x7 16"x1-1/4" EPDM
35 7036 Laml Bead B 6063-T6 Alum. 85
36 7042 Laml Bead C 6063-T6 Alum,
37 7059 Lam!Bead D 6063-T6 Alum.
as 1224 Vinyl Bulb Ws tp(Thick) Flex PVC,70
39 1225 Vinyl Bulb Wstp(Thin) Flax PVC 7D
SO Dow 8995Il1con Backbedding
60 7006 Screen Frame 3105-1-114 Alum.
61 5040 Screen Corner Key Polypropolene INTERIOR
62 Screen Cloth Fiberglass 6
63 1635 ScreenSpline EM.PVC
64 320 Screen Spring Stainless Steel 1 4
70 134 Add-on Flange 6063-T6 Mum.
71 7004 Frame Ass y Tube 6063-T6 Alum,
so #8-32x 1/2"Ph.Pn.Mach.ScrTYPEB Stainless Steel FRAME
81 1157 #8x 2/2"Ph.Pn.SIMS Stainless Steel CORNERS PROPUCTRrVISED
82 #8x S/S'Fl,Ph.SMS Stainless Steel 86 ro complying with dw Florida
83 #8x 7/8"Fl.Ph.SMS Stainless Steel Buildi.5 Cd-- )w4-14_
84 #8 x T'Fl.Ph,TEK Stainless Steel \""()w LYN& Revised By., Date: Revision: Ex I Ddo,
#8x 1'.'Quad Pn SMS Stainless Steel
85 No CHANGES THIS
Stainless Sias By
#8X 1-1/2"Quad Pn SMS
86 QGEN,9i'-.. JR 05/25/17 SHEET. Mitum
Rov;d By, Data: Rev"S4.n. ad.Product
Cortmt
87 #lox I/Z'Ph.Pn,/TEK Stainless Steel
No.50705
89 #10-24x9/16"Ph.Pn.TYPEF Stainless Steel
90 #12x 1"Ph.Pn.TEK Stainless Steel a D...itothom
BOM AND CORNER VIEW Drawn
S V'j 111 070 TECHNOLOGY DRIVE
N. VENICE, FL 34275 Title: Date:
(941) 480-1600 CASEMENT WINDOW DETAILS LM&SM EO8/�08/12
COPYRIGWOMI
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Dra.1.9 At.,
A LYNN MILLER,P.E. ALL"G,6 RESERVED 0 L M
P.EU 5970.5 CLRI. OF AUTH. #29296 CA-740 NTS Is"10 OF 11 MD-CA740-1 M
.062" 1.124"
NOM. .434*
.125" —
SILICONE STRUCTURAL HOT-MELTBUTYL .439" 2.701"
STRUCTURAL SILICONE 1.159-+ .062"
POLYISOBUTYLENE— 1/4*NOM, FOAM 3116'NOM.RAL
-ONE
G62"
0 M.
T
_4 7 -
2
;4
M
,L F#
O�1 2.13111
WITH DESICCANT WITH 2,7W
DESICCANT
.093"
EXT.GLASS EXT.GLASS FRAME HEAD, SASH TOP, FRAME
SILL&JAMS BOTTOM&SIDE ASSEMBLY TUBE
#7002,6063-TG #7003,6063-T6 #7004,6063-T6
INT.GLASS INT.GLASS 1.356"
- 1 2.203'
KODISPACE tDt SUPER .040* 1.000, L1 1
4SG TPS SPACERONXTmLu.
423"
.09v j _T
FIXED .093,
ALUMINUM ANCHOR PLATE SCREEN FRAME ADDON FLANGE
REINFORCEMENT POLY DESICCANT FILL AREA #7071,6063-T6 60 #7006,3105-H14 #134,6063-T6
EIN
BUTYLENE 5116"NOM.
5/16'NW SEAL
B�UTYL& SILICONE SEAL 706*
CANT NT ROLL-FORMED
-*A .623'
FOAM STAINLESS STEEL A '050,
EXT.GLASS
EXT.GLASS
.865" It 865
AD B D C
INT.GLASS GLASS @) #7036,6063-T6 36 #7042,6063-T6
(toe DURASEAL0 (B XL EDGE'
SPACER SPACER -172"
.870-- .050"
[-- .569'
37 BEAD Q PRODUCT REVISED
#7059,6053-T6 m c0;T;piyi.gwjtb tM Fleddo
Pert# Description Material B.ildiffg Code (614-14.
100 Kom erling 4SG TPS Spacer System
Revised By. Data:
101 Quanex Super Spacer nXr With Hot Malt Butyl us this \1 LY NIV ,`/,
1:1 .......1,4�,,, , _i_ R'.
" 4 JR 05125/17 SHEET.
Sheettor No CHANGES THIS
_%CENS,
102 Quanex Duraseal Spacer Materials Revised By, Dace: Revision:
103 Cardinal AL Edge Spacer No.58705
REFERENCE TEST RE FTL-8717,8968 8970
z a 0-6pti—
EXTRUSIONS&SPACERS i ROSOWSKI
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0 F
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(941) 480-1600 CASEMENT WINDOW DETAILS-LM&SM 08�16/12
1,ZONAL COPYRIGRI 0 2017
po _LT
fill"%' T INDUSTRIES.INC.
A.LYNN MILLER,PA L RIGHTS TIIEIET2 10 LM
RE.0 53705 CERT. OF ALI #,�,296 CA-740 I'NTS I"1'1: OF 10-LM C