HomeMy WebLinkAboutNotice of Acceptance (2) A
MIAMI- MIAMI-DADE COUNTY
t DARE 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.2ov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and.the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"AW-740"Aluminum Awning Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM &
SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05105116, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the. manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-0519.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
x
NOA No.16-0714.23
MiAMI-DADe couNrir Expiration Date: April 11,2018
L3 !f Approval Date: September 08,2016
1 Page 1 5
SHOP DRAWING REVIEW
NO EXCEPTIONS TAKEN (�)
„�,,�� ,•,i�RF^7 1^-IS VOTED ( )
F' '•'IS` �.ND KLSUFsI'.�ilT � )
P i f:D )
I SFE 0 ITFri )
Tri�cTOR +S R�sFcr:sle!� �.,•, - - - . -
FIRMED AND CORRELA ED AT THE JOB S.
THAT PERTAINS SOLELY TO THE FABRICATION FROCESSE-S O
TECHMQUES OF CONSTRUCTION; AND FOR COORDINATION OF
'W—E WORK OF ALL TRADES,
FDINVOLDARCHITECTURE, INC.
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 12-1218.0 7)
2. Drawing No. MD-AW740LM,titled"Awning 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5)Large Missile Impact Test per FBC, TAS 201-94
6)Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series CA740P
aluminum projected(awning)window,prepared by Fenestration Testing Laboratory,
Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D.
Brinson, P.E.
(Submitted under NOA No. 12-1218.07)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014),dated 05/16/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.11)
2. Glazing complies with ASTM E1300-04
Manuel Per .E.
Product r o oIfy. m' e
NO� o.l(r6.;07 . 3
Expiration Da e: 71- 1 7A 8 PY
Approval Date. September 08,201
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butacite®PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"Kuraray SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51b Edition (2014), dated May
16,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.11)
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. 15-0519.11)
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. 15-0519.11,issued to PGT Industries for their Series"AW-
740"Aluminum Awning Window-L.M.I. approved on 07/16/15 and expiring on
04/11/18.
Ma erez,P.E.
Product C ntr Examiner
NOA o.16-0714.23
Expiration Date: April 11,2018
Approval Date: September 08,2016
E-2
• i
5116'LAMINATED 44-- 7116"LAMINATED
DESIGN PRESSURE RATING IMPACT RATING GLASS STACK I GLASS STACK -
GENERAL NOTES:SERIES IN I .096'BUTACITE®PvB 090"S m BY KURARAY
IMPACT-RESISTANT AWNING WINDOW VARIES, RATED FOR LARGERE ISTANC eYKURARAY AMERICA,INC
SEESHEET55-9 MISSILE IMPACT RESISTANCE 1ra'Ara+EALED AM�CkwC 3116'ANNEALED
GLASS GLASS
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO 1/8•ANNEALED 3116-ANNEALED GLASS
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 60°WIDTH EXTERIOR 39 GLASS OOERIOR 38
BUILDING CODE,INCLUDING THE HIGH VELOCITY a
HURRICANE ZONE(HVHZ).FOR INSULATED GLASS 53 VISIBLE LIGHT WIDTH(DLO)
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD NO ANCHOR PAIR I 11116'GLASS BITE 35 35 11116"GLASS BITE
LITE(CAP)MUST TEMPERED. REQ'D IF WINDOW IS
2REq WIDE OR LESS 12"MAX.FOR UNITS _3 3
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN B,SEE OVER 39"TALL
60
50
WIND-BORNE DEBRIS REGIONS. (HEAD&SILL) r SHEET 2 OTHERWISE 4•MAX. �-
3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, 32 32
USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY GLASS TYPE 1 GLASS TYPES 2
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE,ASTM COO CONCRETE MASONRY 7/8'NOM.
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. GLASS STACK �J 5n6'LAMINATED.
SEE TABLE 3,SHEET 4. -- -----—---—-------- --•__�.L._ —._._ � -I cuss STACK
NEALED
4)ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE / / HEIGHT 7/16•AmSPACE I GLASS
CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE A.SEE .oem BuTACITEO PvB
OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO / \ SHEET2 32• TEMPERED GLASS ev KURARAY
SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" VISIBLE TEMPERED cLrss AMERICA.INC.
THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) I 1/B"ANNEALED
/� LIGHT 38 GLASS
SHALL BE DESIGNED TO OD BUCK
LDESIGNTRANSFERAND LOADS 19"MAX. / \ HEIGHT EXTERIDR
TO THE STRUCTURE.WOOD BUCK DESIGN AND O.C. (DLO)
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD. 37 11/16'GLASS BITE
3
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE q•MAX•
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF
SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, B•MAX ��B _ I I 50
SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR —�I f'F- 4'MAX. 100-103 3s
CORNERS OF THE FRAME.INSTALLATION ANCHORS '23"MAX.O.C. USE ANCHOR PAIR FOR UNITS
SHOULD BE SEALED.OVERALL SEALINGIFLASHING OVER 27-7/8•WIDE(HEAD&SILL) GLASS TYPES 3&4
STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE TYP. ELEVATION OF AWNING WINDOW ctAss STACK 7/16'LAMINATED
OF THESE INSTRUCTIONS. I _I I_
GLASS STACK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE TABLE 1: .090'SG®BY KURARAY
1/4'AIRSPACE 3/16'ANNEALED GLASS
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 3n6•aLurrEw.ED
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE GENERAL NOTES... .....................1 Glass Types Sheet# ORTEWERED cuss
ELEVATION.......................................1 AMERICA,wa
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED 8/16'ANNEALEDcuSS
38
ON THEM BY THE WINDOW. GLAZING DETAILS...........................1 1 6116'Lami(1/8'An-.090"PVB-1/8'An) 5 EXTERIOR
INSTALLATION.................................2 2 7/16"Lams(3/16'An-.090'SG-3/18'An 8 a
7)DESIGN PRESSURES: ASSEMBLY TUBE DETAILS.............3
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL- ANCHOR SPECIFICATIONS............4 3 7/8'Lami.IG(1/8'An-7/16'Air-1/8'An-.090'PVB-1/8'An) 7 37 11n6'cuss BITE
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES.....................4 4 7/6"Laml.IG(1/8'T-7/16'Air-1/W An-.090'PVB-1/8'An) B 3
ASTM El300. DESIGN PRESSURES......................5-9 5 7/8•Lami.IG(3/16'An-1W Air-3/16'An-.090'SG-3/16'An) 9
B.POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILS/BOM..............10 6 7/8'Lem(.IG 3/16'T-1/4"Air-3/16'An-.090"SG-WIW An) 9
PRESSURE,STRUCTURAL TEST PRESSURE,FRAME EXTRUSIONS/SPACER....................11 ( 60
ANALYSIS AND GLASS PER ASTM El300. •PVB'=BUTACIT PVB BY KURARAY AMERICA.INC. 100-103 32 PRODUCT REVISED
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN -SG-=SENTRYGLASO BY KURARAY AMERICA.INC. - "s�-Plying I Wh tha Fl id.
GLASS TYPES 5&6 H it
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING `!� A—pt,=1,6
TO THE REQUIRED DESIGN PRESSURE.THE 33-1l3% Revised By: Date: Revision B: "P'mL "Dmew
I$
/;' :, JR 05/05/16 ADDED SHEET11
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN y
OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR 1.; ! WITH SPACERS. Miam'
WAS USED FOR THE EVALUATION OF ANCHORS INTO STANDARDS USED: Revised By: Date: Revision A e
WOOD.ANCHORS THAT COME INTO CONTACT WITH •2014 FLORIDA BUILDING CODE(FBC),STH EDITION
OTHER DISSIMILAR MATERIALS SHALL MEETTHE •ASTM E1300-04 ~-
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION - _ 6 De 6ptron: Drown By.
CORROSION RESISTANCE. •ALUMINUM DESIGN MANUAL,ADM-2010 6 . GENERAL NOTES&ELEVATION J ROSOWSKI
•AISI-SlOO-07/S2-2010 /�.I/b ,.:�` Dote:.
9)REFERENCES:TEST REPORTS FTL-7061,3579,3560, - '..,y- 1070 TECHNOLOGY DRNE Ttre:
3724;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; ter,-.''.'•.�`; N. VENICE. FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12
ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM •'i �,:-/..,• .- �` P.O. BOX mg
ALUMINUM DESIGN MANUAL ' NOKOMIS. FL 34274 Series/Model: Scale: Sheet: Diowing No. Rev:
A LYNN'MRLFR P.E CERT. OF AUTH. #29296 AW-740 NTS 1 OF 11 MD-AW740LM B
P.E.p S8705
INSTALLATION INSTALLATION
EDGE INSTALLATION
OPTION 1 EDGE DISTANCE OPTION 2 OPTION 4
DISTANCE
INSTALLATION ANCHORS INSTALLATION ANCHORS
INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS
AS REQUIRED PER PER ANCHOR DIRECTLY INTO MASONRY.
EMBEDMENT DIRECTLY INTO METAL
2
TAB REQUIREMENT
LE 3,SHEET 4 � BUCK WIDTH .
TYP.ANCHOR 1/4'MAX 16 10
SHIM
TYPE,EMBEDMENT 4
AND EDGE ! 80 gy 13
DISTANCE PER • 6 12 #12 STEEL
FOR SNUBBER 24 SUBSTRATE,SEE 32 33 18 SELF-DRILLING
REQUIREMENTS,SEE 1 TABLE 3,SHEET 4. _ , S,SEE TABLE
TABLE 4,SHEET 4. 82 4 r'• 3 3,SHEET 4.
3 gp # 0
EDGE I I I I 87 DADE APPROVED
35-37 8 DISTANCE ATTACHED TO ATTACHED TO STEEL F,ALUMINUM,
FRAMING
OR
+ VENT SILL 1 VENT SILL STEEL FRAMING OR
Q ATTACHED TO FRAME SILL O 81 STEEL STUD.
S7 13 ]FRAME JAMB EMBEDMENT 35-37 38 39
1 3 22
O 83 70 5 VISIBLE LIGHT WIDTH(DLO) 8 EXTERIOR
JAMB g1 HARDWARE (ATTACHED TO OPTIONAL ADDON WINDOW WIDTH
12 J VENTJAMB
FLANGE Q HEAD,
WINDOW SILL&JAMBS HORIZONTAL SECTION A-A
HEIGHT 11 SEE DETAIL _
BUCK 0 NOTES: Al.BELOW NOTES:
VISIBLE LIGHT FORMULAS
HEIGHT ATTACHED TO
FRAME&VENT 1)USE ONLY SUBSTRATE-APPROPRIATE 1)WHEN INSTALLING WIDTH:WINDOW WIDTH-7
VISIBLE JAMB 10 ANCHORS LISTED ON TABLE 3,SHEET 4. / / \ COMBINATION UNITS, HEIGHT:WINDOW HEIGHT-7
LIGHT ADDITIONAL INSTALLATION
FOLLOW EMBEDMENT AND EDGE I V
HEIGHT DISTANCE LIMITS.ANY INSTALLATION / / 10'MAX. ANCHORS MAY NEED TO BE
(DLO) 14 ATTACHED TO OPTION SHOWN MAY BE USED ON ANY / \ / \ T — / __ WINDOW FSTALLED THROUGH THE
FRAME JAMB SIDE OF THE WINDOW.
T WINDOW FRAMES AT 10'MAX.
FROM EACH SIDE OF THE FRAME
/ATTACHED 2)ALL WOOD BUCKS LESS THAN 1 CENTERLINE.ASSEMBLY TUBE
-1/2'
ATTACHED TO r � TO FRAME THICK ARE TO BE CONSIDERED 1X SEE TABLE BELOW
FRAME JAMB L 89 JAMB INSTALLATIONS.1X WOOD BUCKS ARE
—►1 �— 10'MAX � - Adiiltonel Anchors Required on each
r OPTIONAL.UNIT MAY BE INSTALLED as SEE DETAIL A2,BELOW Side of the Frame Assembly Tube(FAT)
ATTACHED I DIRECTLY TO SUBSTRATE.WOOD BUCKS I--
TO VENT L DEPICTED AS 2X ARE 1-112"THICK OR F. Window Anchor Type
JAMB GREATER.1X AND 2X BUCKS(WHEN USED) rai. Widh A B,C&D .
62 SHALL BE DESIGNED TO PROPERLY I W 17".229' 0 0
TRANSFER LOADS TO THE STRUCTURE. m 23"-25.9" 0 1
38 39 63 WOOD BUCK DESIGN AND INSTALLATION — > 26•. 1 1
IS THE RESPONSIBILITY OF THE ENGINEER
j OR ARCHITECT OF RECORD.MAXIMUM a Window Anchor pe
17 a Height A B,C&D
16 SHIM THICKNESS TO BE 1/4•.
21 0 17'-22.9" 0 0
EXTERIOR 82 DETAIL
5 At DETAIL 23"-25.9" 0 1 PRODUCT REVISED
A2 :2 26'r 1 1 m complying with the FSntiu
80
BuBdo's Code
8 pcapwnrc No�IT O 14•Z3
1 I 1XWOOD
19 84 BUCKSTRIP, •,.r',•. � Revised By: Dafe: Revlslan R: !'�irati6r.Date �,g
SEE NOTE 2,
THIS SHEET. Revised By: Date: Revision A: Miami eProdyct
TYP.ANCHOR TYPE, ` 114"MAX SHIM
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, - ® Description: Drawn By:
sEETABLE3,sHEET4. CONCRETE EMBE°ME"T ;'''•,�i' B 1'1 Ic GENERAL NOTES&ELEVATION
J ROSOWSKI
PERANCHOR •.'" Dote:
1070 TECHNOLOGY DRIVE Titre:
INSTALLATION OPTION 3 REQUIREMENT +,•':.;*•�:•'. N. VENICE, FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12
INSTALLATION ANCHORS THROUGH �'.•�'.' '-.::p P.O. BOX 1529
VERTICAL SECTION B-B :.. NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No.
P.E.
1X BUCKSTRIP INTO MASONRY. A.L P.F MILLER,P.Ea 58705 CERT. OF AUTH. 529296 AW-740 NTS 2 OF 11 MD-AW740LM B
AWNING(X) AWNING/AWNING(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PILODUCT REVISED
as complying wnh tho Florida
BeLl FIGURE 1: IF 10'.SEE NOTE 7,THIS SHEET Btt ptanm
FIGURE 2: 740 SERIES�� � ExpimGon Dete i
AWNING
,� ; WINDOW / Nj nxn podia mddclC
WINDOW I/` I/\C C I/` L. D/ FRAME
ASSEMBLY
HEIGHT I \ 10-,SEE NOTE 7, D TUBE FRAME ASSEMBLY TUBE NOTES: m
V ^ THIS SHEET 1)DIMENSIONS SHOWN ARE WINDOW
740 SERIES DIMENSIONS FOR EACH INDIVIDUAL
/ WINDOW —^ / WINDOW.FOR SIZES NOT SHOWN,
WINWINDOWJO
ND ROUND UP TO THE NEXT AVAILABLEWIDTH �.
—�I l{1 WIDTH OR HEIGHT DIMENSION SHOWN f�
740I I 740 / - E / ON THE TABLES. i
SERIES" FRAME SERIES FRAME 2 ANY 740-SERIES PRODUCT Cl) r a
AWNING ASSEMBLY AWNING ) 'e❑
WINDOW TUBE WINDOW / ASSEMBLY, (CASEMENT,AWNING OR FIXED p� 8
E TUBE CASEMENT)MAY BE ATTACHED TO THE
FRAME ASSEMBLY TUBE.FOR ALL J
`740 SERIES WINDOWS,USE THE WINDOWS NCA d J
FIXED WINDOW*
-`� FOR ANCHORAGE,SIZE AND DESIGN W W
/ PRESSURE LIMITATIONS. ClJ y O
3)ALL WINDOWS IN THE COMBINATION ¢ W m fM
740 SERIES 'SEE PRODUCTS NOA FOR UNIT MUST BE ABLE TO INDIVIDUALLY - N �F-
AWNING EXTERIOR I/\ I INSTALLATION SPECS COMPLY WITH THE REQUIREMENTS OF ` � W �
WINDOW n I ` I \ THEIR RESPECTIVE NOA. p J ❑ o Z
V 4)FRAME ASSEMBLY TUBE TO BE V v 00 m O :o
740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN a o O m ❑
DETAILS,WITH MIN.#12 X 1"SHEET _
AWNING CASEMENT W Z
METAL SCREWS.USE THE SAME Y
FOR SINGLE UNITS: � WINDOW WINDOW SPACING AND QUANTITY AS THE In �
1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1"SMS THROUGH FRAME OPPOSITE FRAME MEMBER. O ••W
INSTALLATION HOLES
AND GLASS. FRAME' ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY �•> U) Z
2)KNOWING YOUR ANCHOR TYPE ASSSEMBLY TUBE NSA 63'FELANGED WINDOW)OED 62-IN LENGTH R BE USED m .y o Q
AND SUBSTRATE,DETERMINE '> o 19 I
YOUR ANCHOR GROUP FROM MIN.#12 X USED IN TEE OR CROSS o ,� o W E Q m
MIN.#12 X CONFIGURATIONS.
TABLE 3.SHEET 4. 1"SMS 1"SMS
.740 SERIES THROUGH
THROUGH _CASEMENT INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS NOT
3)FROM SHEETS 5.9,FIND THE INSTALLATION REQUIRED TO BE CLIPPED TO THE n a w
SHEET FOR YOUR GLASS TYPE. HOLES WINDOW HOLES SUBSTRATE.ALL EXTERIOR JOINTS TO
FIND THE PRODUCTS DESIGN 740 SERIES 740 SERIES BE SEALED BY INSTALLER.
PRESSURE FROM THE TABLE FRAME
AWNING EXTERIOR AWNING
LABELED"DESIGN PRESSURE ASSEMBLY o
WINDOW WINDOW 740 SERIES 7)FOR ALL COMBINATION UNITS, z W o vi
(PSFJ FOR SINGLE WINDOWS,ALL TUBE FIXED = m a
ANCHOR GROUPS". EXTERIOR EXTERIOR CASEMENT ADDITIONAL INSTALLATION ANCHORS U 2,5 0 0
MAY NEED TO BE INSTALLED
HORIZONTAL SECTION C-C a a WINDOW THROUGH THE WINDOW FRAMESAT o a z w
4)DIMENSIONS SHOWN ARE 10'MAX.FROM EACH SIDE OF THE o z
WINDOW.FOR SIZES NOT SHOWN, FRAME ASSEMBLY TUBE CENTERLINE. "
ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW: ,
AVAILABLE WIDTH OR HEIGHT _
DIMENSION SHOWN ON THE Additional Anchors R lred on each
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.
Side d ram the Fe AssemblyTube(FAT)
TABLES. •'7``'.•'.:-�:.,,�.'.;:i.:.., i
2)FROM SHEETS 5-9.FIND THE SHEET FOR YOUR GLASS TYPE. H Window Anchor Type
5)USING THE TABLE LABELED ¢ Width A B.C&D _
"WWDOWANCHORS REQUIRED' -6 J
3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSFJ FOR LMNDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLYTUBE' OR"DESIGN 17"-229" 0 0 is c.::;�
(TABLE 2,SHEET 4).DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO AHOR20NTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE-FRAME ASSEMBLY TUBE IS ORIENTATED.THIS c 23"-25.9" 0 1 -
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 WINDOW.FOR j = 6-
NEEDED IN THE HEAD,SILL AND SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 28"* 1 1 I�
:,!j•" j
JAMBS OF YOUR WINDOW. 1- Window Anchor Type
4)USING THE TABLE LABELED-MNDOWANCHORS REQUIRED"(TABLE 2,SHEET 4).DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF I Height A B,C&D '.�^!J..,••., •- 1::,
6)INSTALL AS PER THE YOURWINDOW. 10
INSTRUCTIONS ON SHEET 2. 0 17"-229" 0 0 <•-:
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 $1 23"-25.9' 0 1
SHEET 2),AND THAT MIN.#12 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 26"+
j
j
TABLE 2:
Window Anchors Required PRODUCT REV iSED
os complyio8 with the Florida
Window Width in 'PVB'=BUTACITEOPVB BY Building Cbde
under 23' 2 15116• 27-716' 30.3/4' 3T 34 3T 46- 53-/ 60' Acceptaoo re
or
Anchor Group Anchor Group Anchor Group Anc r Group Anchor Group Anchor Group m r Group Am or Group no or Group Anchor Gmup KURARAY AMERICA,INC. tro Da
A B C&D A B C&D A B C8D A B C8D A B C8D A B C&D A B C8D A B C8D A B C&D A B C&D 'SG-=SENTRYGLAS%Y By ($
under 23' Jamb 2 2 2 2 1 2 2 2 2 1 2 2 2 .2 2 2 2 2 2 1 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 KURARAY AMERICA,INC. Miami sole Product Cc
Head/Sill 2 2 2 2 1 2 2 2 2 2 4 4 4 4 4 4 4 4 1 4 4 4 4 4 4 4 4 6 4 6 6 4
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 2 2
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 6 4 6 6 4 TABLE 4:
Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 ` m
39' Head Snubber Locations
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 8 6 4 6 8 4
50.518' Jamb 4 5 4 4 5 4 4 5 4 4 6 4 5 6 4 5 6 4 5 6 4 5 6 4 Glass Type:
c HeadlSlB 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4
E Jamb 5 6 4 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 PV13(types 1,3&4) SO(Types 2,5&6) Opt
8p None 20'max.5om each end
.8 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4
x J63" amb 5 B .4 5 7 4 6 7 4 6 7 4 6 7 4 8 7 4 6 7 4 Required 8 ZO'max O.C. c
Head/5ill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 SAMPLE CONFIGURATIONS: CO
6T Jamb 5 7 4 6 7 4 6 7 4 6 8 4 6 8 4 6 B 4 06
0
Head/Sill 2 2 2 2 2 2 2 2 1 2 4 4F44
4 4 4 4 r�
Jamb 6 7 5 6 8 5 6 8 5 7 8 5 I;1 rl1 ;!, 11� %X\ r-
72' Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 ' /Xu, 1X? rfX;Jamb 8 7 5 7 8 5 7 9 5 7 9 ,/ LL
76' Head/Sill 2 2 2 2 2 2 2 2 2 4 4 X� > Z J
Jamb 7 8 5 7 9 5 8 10 5
Head/Sig 2 2 2 2 2 2 2 2 2
USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP.TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH IX O D W
OR HEIGHT DIMENSION SHOWN ON THE TABLE. r 5 - 0 0m~
_ iX O 2Z
Nlin. Min. Min. AmhDr !, . ;rt1 o o° O W Q Z
TABLE 3:
Group Anchor Substrate Edge O.C. Plate ;X O i!X`, X X a_ Z
Distance Distance RRequired?uired7
Embedment EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7/16'ANNEALED SG LAML GLASS, ; !
1/4'MASONRY ANCHORS INTO CONCRETE.+70%80 PSF DP REQUIRED,NO ANCHOR PLATE CD
1/4'steel Uttracon Hollow Block 1" 6• 1-114' No
S.Pine 5/9, 1' 1-318' No (7 ,
A #14,steel SMS(G5) 6063-T5 Alum. 3/8" 518" .050" No AWNING ANCHORS: OS O O� O ii Z n
A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. �1 m'` (n o= $
or 014,410 SS SMS A36 Steel 318' 518" .D50' No O O m''O n V Z Q
A853 Still,Gr.33 3/8' 518' .0317,20 Ga. No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 3't �A��y t oOf ,1,Z.. u?j
S.Pine 5/8' 1' 1-31W No SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. Q �t40 Q ��6 m'o 6 —.c as Q r=Q rn
B #12,steel SMS(G5) 6063-T5 Alm. 31T 518" .05T No
or#12,410 SS SMS A36 Steel 3/8' 518' .D5(' No C)FROM TABLE 2,4 ANCHORS ARE REQUIRED IN EACH JAMB. !
A653 Stud,Gr.33 318" 5/8' .035%20 Ga. No 2 e,
285k Concrete 2.112' 4' 1.318" No C)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. p
1/4'steel Uhracon 285k Concrete 1' 4' 1.314" No
Hollow Block 2-1/2- S' 1-1/4' No D DISTRIBUTE ANCHORS FOLLOWING GUIDEUNES FROM ELEVATION ON SHEET 1.
I
C S.Pine 518" 1• 13/8" Yes 4' o
E)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4^ 4•!-� z w xo LL S
#12,steel SMS(G5) 6063-T5 Alum. 318' 518, .0713' Yes ASSEMBLY TUBE SIDE OF THE AWNING(HEAD&SILL). I w m m < !
or#12,410 SS SMS A36 Steel 318' 5/8" .vo Yes z 0 " I
A653 Stud,Gr,33 3/8" 5/8" .045',18 Ga. Yes �.,d x o
S.Pine 518' 1' 1318' Yes T T z z
#14,steel SMS 05) 6063T5 Alan. 3/8' S/8" .0713' Yes
FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): 17.67' `\
or#14,410 SS SMS A36 Steel 3/8' 518• .05(r Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70/-83.1.
A653 Stud,Gr.33 318" 518' .046'.18 Ga. Yes �, /;•:,: �r:.
285k Concrete 1• 4" 1-314• Yes B FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND ' / 1 / 13.25•
D 1/4" steel Uttmcon 28%Concrete 2.1/2" 4' 1.318" Yea SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE ' / / •',�?.
Hollow Block 2.1/2' S' 1-1/4' Yes 81"
Filled Block 2.1/T 4" 1-314' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB.
1/4"410 SS 3.35k Concrete 1' S" 1-3/4' No - �• r> -
CreteFlex Hollow Block 2-1/2' 5" 1-1/4' No C)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL J./�
3.5k Concrete 1-1/4' S" 1.314" No = (,�{ /' to / ,,1.
5/16°steel lAtracon Hollow Block 3-115" 5" 1-t/4" No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 I '�Z 1 i -- p,. f, b .
Filled Block 2-1/7 5' 14' No E)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 14" �7 _ ___ 4• L�;?
NOTES: ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). TTI !,,:::...4,,g. ;�:�
1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. �. P5. �+ 20'►�•� 20' /; ;,, t, }
2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHE
AD. 48 A LA MIdkR,P.E.
P.E.p 5e705
i
TABLE 5: FOR GLASS TYPES:
'
1)5/16"LAMI(1/8 AN--090"PVB-1/8 AN) PRODUCT RBV1SED
Design Pressure(ps0(or Single Wbdocs,All Anhor Groups as complying with the Florida
BuBdiag Cod.
Wkxbw Width '0 14-�N8 I e
under 23• 25-15116• Z7- • 3"4• 37 34• 3T 46' 5y18•t 60• "PVB•=BUTACITE®PVB BY KURARAY AMERICA INC. Accepe�cd No v
to
uer Da e
d 2T +7a•90 +701-90 +701-90 +7d-90 +?W-90 +7d-90 +701-90 +70/.90 +701-90 +70/-90
25-15119' +70/-90 ♦701-90 +70/-90 +701-90 +7311-80 +70/•90 +701-80 +7a•80 +701-9D +7111-90 HY
37 +701-90 .701-90 +70/-90 +7a-90 +70/-90 +701-90 +701-90 +70/•90 +70141.1 +TV-71.2 Atiami. 0 .000dAct
5().W +701-90 +7a•90 aTO/•90 .701-90 a701-90 +701-90 +701E9.2 +701-T7.9 SEE SHEETS
67 +701-90 +70f-90 +TO/-90 +701A0.5 ,70/.63.7 +701-79.6 .701-74.3 84 FOR
WINDOW WINDOW 61' .70%90 '.701-00 +701-90 -701A2.3 +70/-79.4 .701a5.6 +701-70.1 HEIGHT ANCHOR' .,
6/' +701-90 +70/-BO +7d-B3.5 +7a•76.3 +701-73.4 W69.4 LOCATIONS 4 m
77 +7D/•9D + 1 7.2 +7a-77.4 +/•69.3 +1-65.4 Al
76• +70-80 +7d-04.6 +7d-752 al•65 WINDOW
84• .701-90 .7d-80.a +7d-79.6 WIDTH QUANTITIES. J
17
a I--
2 �co
TABLE 6: CD
z o`
Deelgr Pure(psi)for Wind.,Attmbod to a Vertbal Fome Assembly Tube ^'
SEE SHEETS 1 84
Windw WtLh 10'MA%. FRAME r
m uder Zr 25-15'18' 277M' 3 4• 3r 34' 37' 48' 53-VB• mr ASSEMBLY ANCHO DOW
7193E ANCHOR C7 U--
Anchor Anchor Anchor Anchor Anchor Anchor Anchor LOCATIONS AND � O
ArctorGoup Anchor Group Anctwr Group Group Group Group Group Group Group Group J
QUANTITIES.SEE W m to
A B I C D A B CAD A,C A D B An An All All All A0 AO WINDOW SHEET 3 FOR ANY (L Q
under' +7d-90 +7a•90 +7a•90 +7d-90 a7a•90 aid-90 +7a-90 +701-90 +701-90 +70/.9D .7d-90 +7d&0 +7d50 +Td-90 4701-M +701-90 HEIGHT ADDITIONAL 04 _W
1! 2S7&16'. +7d-BO +7a60 +7a-90 +71Y.90 +7d-90 ,7d-90 +T0490 +701-90 +701-90 +7aA0 .7ab0 +7d60 +7te•90 +701-90 .7a60 +7a-s0 ANCHORS - u (f�
x 39' +7a699+7d-70.5 +7d40 .7d-9D +7fp-79.7 +7d-90 .70F90 .701-90 +701-90 +7d•90 +7(11M +7d-90 +7d-9D +70/-90 .701-81.1+701-71.2 ADDITIONAL REQUIRED FOR 00 W c;f-•
WINDOW
SOSrB' +/.6g.J +154.3 +7d-� +Td-90 a/.81.4 +7d-90 +7a-W +Ta-90 +701.89.8 +701-90 +7dA0 +7d30 +70689.2+7d•77.0 WIDTH
ANCHOR THE FRAME °Z
60' a458,6 .Fg5,8 +7a64.7 .7d-W +151.8 +7tU61.2 4701-90 +701-90 +701-75.8+7a68.5+7 M7+7d-78.8+7d-74.3 (4),IF REQ. ASSEMBLY TUBE. ;; !;Q �' O
®' +155.7 .f-03.8 +7d-80.7+7(Y-BB.5 H-09.3 +id-77.3 .701-90 +701-90 .7042 +7dA2.3+701-78.4+7a-75.6+7d-70.1 o
W z_
IL ti
p z _ r
m� o0 ? B�
y m0 yW 4Q
TABLE 7:
DBIgn Pressure 070 br Wrddas AlWhed to a Hodtontal Fauna A ernM Tibe
Wind.WIQh FRAME
uwer 23'2515116' 2T-7/8' 30314' 92' 34' 3T 4C 53-118• 60. WINDOW ASSEMBLY j �o
RHEIGHT TUBE ® rco N n N
A GrouD Grncdrq lior Anchropr ArchorGouQ Archon Group Anchor Group AmWGroup Anchor Group ArcMrGroup AnchorGoupGro n
�rpj curve N .
N
Ali AD All A.CAD B A.CAD B A,C80 B A B CAD A B ego A B C8D A B C D 10'MAX pLL��
under23' +70140 +701-90 +701-90 .7014?0 +71V69.4 .701-90 +70165.9 4701-90 +701-W.8 +701-00 +70P-743 +7d4)0 +70f763 H30.7 ,70(-90 +/E6 N31.7 .70/-00 Nd8.5 +145.8 +70'-84.7 +7d4B0 Z W O
75-15/19' +701-90 +70160 +70160 +70/60 +71Y60 .71)1-90 +70/90 .701-90 .70690 +701-84 +7d-90 +7d60 +W.6 +701-00 +700-00 +/58.5 +70(60 +7a-W HS1.8 +7a61.2 +7a4)0 +7d4)0 =V m v a j
-
3V +7a-90 +70/4)0 +70/A0 .70140 +7d40 +7D/A0 -70140 +701A0 +70/+J0 +70F•al +701.90 +70/-00 +70?$9.9+7a68.1 +701-90 +7d77.6 N61 +7061.1 N659 NS4 +7d•712+7d-712 ADDITIONAI 8 zcim 2 +7a69.2+7d60.2+7d69 WINDOW ANCHOR
a Y O
2 '- . - . • B5068 .7a-00 +701-00 +7d40 +0/-00 +7d-00 +70/ +7a-0o +7a-90 .7a40
.0 WIDTH Imo- (4),IF REO. Z z
i 601 ♦7a-90 +70140 +7040 .70F665+7d-ffi.5.7d637♦70163.7+Td-7A6+7d-79.6+70174.3+701743+70/-74.3 0
63' +701-90 ♦70/4)0 .7ty-00 +7d623+7a-823.7d794+701-79.4+701.75.6+7d-75.6+7d70.1 +7(Y70.1+71V-7111 V
g 67• +70/-90 +701-00 +70/63.5+7d-763.7d-76.3.7d-73e+70/-73.4 +l�.4 +169.4
SEE SHEETS 1 8 4 FOR WINDOW ANCHOR ,
77 +70140 +7a-11N AO/77.d .11 H69.3 .165A .1654 .',•I j c:�.
LOCATIONS AND QUANTITIES.SEE SHEET
76' +7Do-ao +7D1649+7D/7s.z a6s +/65 3 FOR ANY ADDITIONAL ANCHORS
8d• I+701•90 1.70140.41+701-70.61. 1 1 1 1 1 REQUIRED FOR THE FRAME ASSEMBLY '-•n��''�"�
TUBE. `
-- I
NOTES: •.`.l f"
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.L1 14*MILLER,PE.` j
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. RE-0 58705 I`(
l
{
TABLES: FOR GLASS TYPES: rrODUCTREVISED
3s complyio6 wish 3
Des19n P mssum(psQ mrslnye uwna.s,al Arcrorou r Groups 2)7/16"LAMI(3/16"AN-.090"SG-3/16"AN) th.rtorld
ond°
W^d01Y VYldtll 'SG'=SENTRYGLAS%Y KURARAYAMERICA,INC. anon DMo I$ I
undM 23- 2545116' 27-7/r 3"4' 37 34' 3r 46' 631/e' ow
order. 23- +90/-130 +9a-130 ,M.130 +9a-130 +901-130 +9d-130 OW-130 +w-130 +9a-130 aW-130 g
25-15r16' .9111-130 +901-130 +007-130 +W-130 +Oa-130 +9d.130 +W-130 +9a.130 +90/430 +W-130 Mem Dnde pr°dud
3T +9a-130 +901430 ,9a-130 rW/-130 +W1-130 +10-130 agd-13D +Oa•13D IOW-130 +9a-12B.6
50.5W +9a-130 +901-130 +9W-130 4901-13D +9a-130 +9a-130 +9a-130 +9a-130 SEE SHEETS 1
I
60• +901-130 .9a-130 +ea-130 +901.130 +Oa-130 +9a-130 +W7.13D FOR
or .901-130 .901.130 .9a•130 49a•130 .901-130 .9a-13D +Oa-12O.6 WINDOW W WNDOW
ANCHOR
6r +W1.130 +9a-130 .W/-130 +Oa-130 +90/-130 +901-130 HEIGHT LOCATIONS m
7T .90/-130 +Oa-130 +OO/-130 .9d-130 +9W.130 T
�WINDOW� AND
11 131 13 W-13 WIDTH
76' ,WOi3 a a QUAN
TITIES.
0 -130
0
ul
EL
rnQ
TABLE 9: 0 0 0
Desl9n Pm set(pe0 for Widows Attached to o VerSoel Fmw Assembly TOe Z
SEE SHEETS 1 8 4
Wind-Width 10'MAX. FRAME r
FOR WINDOW d r
m urdv Zi" 2&15'ir 27-7V 30.34' 32 34' 37' 46• m-11w 60' ASSEMBLY ANCHOR - () V-
Arcb. Archv Archon Amhor Amtnr TUBE LOCATIONS AND =' J O
Archv Group Arctnr Group Archon Group Arclnr Group Anchor Getup >
Group Gmup Getup Gmup Group w _ mco
QUANTITIES.SEE
A B 'C D A B CAD A,C&D 8 All All A,C&D 8 A,C6D B All AD All WINDOW SHEET 3 FOR ANY a Q v/
p urder23' +711-11 W�, +-
-W +701-90 a7a-W ,7d-W ,7a40 +701-90 +7a-W +701-W .701-90 +7a-0D +701-W +7a-B0 +7a-W +70/M +7a-W +7a-W HEIGHT ADDITIONAL 04 W
g, 7&1&18' +7d-W I-90 +701-W +7a-W +7a-W «7aA0 ]701-90
BO + -W +7d-W +7d-1 +7N-90 «70/AO +7a.W +7d-W +7d-W +701�11 +7f1LW ANCHORS � � (/)
-W +701-90n
+7dA0 00 +701-W +7a-W .7a-e0 a7a-90 +701-90 +701-90 +701-W +7as0 .701-90 .701-90 } ADDITIONALREQUIRED FOR CD m/-093 -W +7aW +7aAo +70/-69.8 +7d-90 ,7a-BO +Ta90 +70!-BO .7a-W +7aS0 +AyOO 1 AND ANCHOR THE FRAME °6P ./m.6 4.7 +701-90 +7a-00 90 +Ta•75.6 +7d-W +7aA0 +7a�0 +701-W «7a-W +7a-BG4 WIDTH (4),IF REO. ASSEMBLY TUBE. � :;O � O-00.7+70/-09.5 +7d-W W +7d-72 1+701-90 +70/A0 ,7d-90 +70FB8.6 +7a-90 «7ab1.9 0 o N Q
Y LLI z_
CL
O ti
z
m 0 Yaw Z ZQ
TABLE 10: > °
Dml9n Plasm MM far Windows A1t3the0 m B HQUonW FwleAssemhy T1ne
FRAME
wirlow
uder 23'2545/16• 27.7/WE+70140
3/4' 3r 34' 3r WtQO 46' 53-IW 6(r HE OW ASSEMBLY ® n a N
Anchor AmtW AnchorGmcp Archv oN n
Gmlp Gm Orap Gr0°D ArcturGmup ArchorGmup Archv OtDup Arcllor Group AMImrGmup T
AB All All B A.C&D B A,CAD B A B CAD A B C5D A B CAD A B C D } 10 MAX pJ4x� =
urder23' +70/-9D +701-00 +7d40 +70149.4 +7a-W ♦7a-05.9 +70/-00 +7a-00.B +701-00 +70'-743 +7d-00 +7d-T63 a/d9.7 +7d90 a/.66 +/L7.7 +7a40 HS65 +/-4.S.B +7d-Od.7 +7a•OO I Z V Om H Q
25.75/16' +701-90 +70I&0 +7d 1 +7d1J0 .70/-9D a>DI-00 a7a-90 .7aA0 +7d34 +71U-BO +7aO0 +/£7.6 .7a&0 +7d-W +1b0.5 +701-00 +701-W Hb1.e .7aE1.2 +7a490 +701-00 s '
U-
39• +7d-W +701-0 +7090 +Ta-00 +Ml-9D .70/90 +7a-90 +70/-00 +7d40 +70/-W .70410 +70/-90 +7a-0D +70t-GO .7a-0o +7a-90 +70/-W +70/-062 +701-01 +70190 .7a40 ADDITION w o 0 0
I WINDOW ANCHOR >a:Y
50316' .701-90 .70190 +7d90 +7d90 +701-W +70/90 +701-90 +70190 +7a-0II .7a-W +7d-00 +701-W +70l9D +7a-9D -"I WIDTH I'�- (4),IF REO. nz
W' +7a-90 +701130 +7d-W +7a90 I.7D/-90 +70140 +MI-00 +70190 +7d40 +701-90 ♦70140 o w
1. +701-W +701-00 +7090 +7a-00 +7a-BO +7a-90 +70/90 +7a-W +70140 .7a90 +7o/-W +7a40 .
E fir ,70/90 a70140 +71190 +70/90 +7d40 +Ml-90 a70/90 .70190 NO/90
72' +7W-W .70140 +7a90 .70/90 +7d-00 +701-W .7a90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR i
LOCATIONS AND QUANTITIES.SEE SHEET
76' +7a-W a70190 +7d9D +70140 +7(Y40 •,`:t:''1 i;�./;�� ,
84 .7014D +70/40 +7090 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
:1
NOTES: !•���\•',r'-'4•'It.• ;?., I
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. /q,'I;yt{N Mj4LEfi,'P.E.
21
SEE SHEET 4 FOR SNUBBER REQUIREMENTS. p,E.b 58705
FOR GLASS TYPES:
TABLE 11: PRODUCT REVISED
D061gn Presnaa(psQ for SuVe Wtrdows,All Amber Groups 3)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) a4 coroplying with the Florida
Building Cork
Window Wimh °PVB'=BUTAC VB BY KURARAY AMERICA,INC. Accepmn�Nd /�o' �Q-.�}'
under 23' 2516/1B' F4701-
308/4' 32, 34' 3r 46' 63-118' 60' Emmi nDate /�18
under 23' M.90 .ro1-90 .ro/-90 +701-w +7a-w +70/-90 .7a-90 +701-w .701-90
By
r761
+Too w +7o%w +Tor-w +7a-w +7D/-w +rol-w +Ter-w +rol-w +roAw+TO/-w +TO/-w +T01-90 +7a-90 +701-w +701•w +70/-w +701.832 +7a•73.1 Mia•>j c PrM)oct+711-91 .7a-w +7a-w +--11 +7a-w +'w-w +-I SEESHEETSI
+701--90 +701-90 +701M.8 +7aA5.e +7a.61.7 +71V-7B2 84FOR
WINDOWWINDOW
w +7a.B4.4 .7aai.5 .7a-Tr.S .Ta71.9HEIGHT ANCHOR+701-w .7a-w .6 +701-18.3 +7a-75.3 .701-71.2 LOCATIONS
.70%w +70189.5 .4 .7a•71.1 +/-97.1
+7o/-w +7a88.8 +7a•77.2 +A fts L�Wr AND+101.90 +Ter-B25 +7a-727 r`yVIpU{ QUANTITIES.
O
LU
tt
(L -
'
TABLE 12: c t
Design Press=(psQ for Windows AOaohed to a Vertical Fmme.Asserably Tube
Wlnd-WLmn SEE SHEETS 1 8 4 L
10'MAX. FRAME FOR WINDOW d
under 23' 2515116' 27.7I8' 36a4' 32' 34' 37' 46' 53-lAr 60' ASSEMBLY r LL,
m ANCHOR _ C7
Anchor Group Archot Group Amber Anchor A
nchorAnchor Amlar Amha Anchor Anchor TUBE LOCATIONS AND -
Gimp Gm Grail Group p Group QUANTITIES.SEE ' J
A B C D A B C e D A,C e D B All All AD All All AO WINDOW SHEET 3 FOR ANY W Q ~
undef23' +7a40 +7a40 +701-w .7a90 +7a40 +701 .Ter-w +7a-V+101791 +M,10 7a-w +7a-w +7a4)Il +7a-w +701-90 HEIGHT ADDITIONAL N W2515115' .701-90 +7a90 +70F9O +701-90 +7a8D .7a-00 .7a-90 +7a-0 +7a-w .7a-00 +701-w +7a-w +7a-90 +701. ANCHORS39• +7a69.9.7a-To.6 .7UA90 +7a/-90 +7a-T9.7 +701-BD .7a-w +7aA .7a•w 7a.90 .701-00 +701-90 +7aA32+7o/-T3.1 }�' ADDITIONAL REQUIRED FOR GOW50SI8' +I89.3 +1-54.3 +701-w +7a-90 +/-61.4 +70/-BO .7a-w +Ta9 +7a-w +7aA0 +70/-w .7a�D IWINDOW ANCHOR. 71{EFRAME V OWIDTH F (4),IF RED. u;Cp O IX Z1, 68.5 +F46.0 +70/-M.7 +7a-w +/-51.8 .7a-61.2 +7a-9g +7a�9 +7a-BB,B 7ab1.7!701-76.2 ASSEMBLY TUBE. O.145.7 +143.6 +70180.7+70189.5 +/49.3 +7a-71.3 +70l4q +7a4 +7a84.4 7a-77.5+rol-71.9 (n Q
W Z
It
cr
O z c C9
O
TABLE 13' W
Design Pre sue oso br WinaDws AltacW to B Hat=W Rome Assm bly Tbbe
FRAME
WIndw WIRh WINDOW ASSEMBLY 2 N
uncer23'2515116° 27-7r8' 30 V4' 3T 34' 37' 46' 53-1B' 6o° HEIGHT TUBE ® O rn n N
Aetna Arc Mr Anchof
Arches Grmp Anchor Group Anchor Group AnchwGmup Archdr Gawp Anchor Gmlp AmhdrGmup �,.r 2n
Group Gm1P Group ec
AD A0 All A,C&D B ACAD B A,CBD B A B CRD A B CAD A B C6D A B C D 10'MAX.
OJ`X4 2
Inds 2y +701•90 +7019D +M4D0 +70190 .70V-M.4 ♦70190 .7IVffi.9 +701-90 +70f80.6 +70f-0D +701•74.3 +70'-00 +7a76.3 H69.7 +70f90 +1 .1-51.7 .70/-w .1,%5 +/.45.8 +70F84.7 +70E-00 =V Om.N a
25-15116' +701-00 +70140 +7a90 +70W 1+70190 +70/-9D +711,40 +7D/-90 +70/40 +70f84 +70/-9D .70090 H-67.6 NO160 +7a-w +1 .7a90 +701-90 Hfi1.0 .70181.2 +7a90 +7a-00 ADDITIO r Z O 2 0
39' +7a-w +70/90 .70'90 +70/9D +70/40 +70190 +701-00 +Mi90 +70190 .7a90 +7a9D +7a-00 +7aA9.9+70148.1 .7a9D +Tor-77.8 +161 .7a83 68 2 +/ .9 N64 +7a-73.1 +7a 73.1 I WINDOW I ANCHOR a x
$, 50618- +7a-w +701-00 .TOtl40 +70190 .7a9D +7a-w +701-90 +711pM +7a90 +70'40 +701-90 +70490 +7a-M +7a80 .701-8 --�1 WIDTH 1�- (4),IF REO. O O
= 6a +7a90 +70/40 +7a90 +7a468+7a-88.B+7a8SS+7W-0.8+70181.7+7a81.7+70/762+7a-76.2+70/-7&2 O Z Z U
ff 6Y +701-91) +70/40 +7a40 +7a44.4+7a84.4+7a81.5+701-K5+7a-77.5.7a-77.5+70141.9+701-71.9+70/-71.9
g 67' +7a-w +70/-00 +70/85.6+7a-7B3+la•78.3.7a759+7a-75.3+7(/71.2+T(Y-712
SEE SHEETS 1 8 4 FOR WINDOW ANCHOR
72' +7131-90 +70149.5*7017964+70f•71.1+701.71.1 +/67.1 .1-67.1
+7a-90 InL.B+T0/77.1 +166.6 3 FOR ANY ADDITIONAL ANCHORS+1656 LOCATIONS AND QUANTITIES.SEE SHEET
7L
Ba' +w•w +70 826+701.72.7 REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
NOTES:
1)-SEE 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ,.A.LVNN;MILLER,'F.E
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E958705
FOR GLASS TYPES:
TABLE 14: � PRODUCT'REVISED
Design Prmsure(pso tr single Wmd-.All Archer c-..p. 4)7/8"LAMI.IG:(1/8"T-7/16"AIR-118"AN-.090"PVB-1/8"AN) as w"Jyig with th.Mori&
Wad-Width •PVB•=BUTACr7E'pVB BY KURARAY AMERICA,INC. IIuildmg Cudc
Acceptau e 140 /6-0714.23
urder23' 2S791E 27-78• 30-Y4• 37 3r3r 4t: smir 80' Expiratron Dale �S
raider 23• +7a90 .76r90 +70f90 +70190 +711190 +70190 +70190 +70190 +70/90 +701-80 BY
25-16/16• +7a90 +7a90 +70190 +70/90 +70/90 +70190 +70190 +70190 +TOT-90 +Ta90 Mj.7m a de Product Contc
37 .7a90 +M-00 +70/90 +70190 +M90 +7a90 +71)190 +70190 .70190 +7aa1.2 SEE SHEETSI
50&B' +m90 +7a60 +7a90 +7a90 .7a9D +7a90 +70190 +7aeae
8 4 FOR
60" +7'a90 +7a90 .7a90 .7a90 +7a90 +7a90 +7aa4.6 WINDOW WINDOW
B3' +70190 +70190 a711190 +70190 +70190 +7aa6.1 +701-79.0 HEIGHT ANCHOR a m
# Br +70190 +711190 +Ta90 .7111a7 +701a3.6 +70179.1 LOCATIONS
72• +70f90 +70190 +M.88.2 +7a-7 ' +7a-74.0
76' +70r90 +7a9D +7a-05.8 +7a-74 WINDOW AND
84' +7a90 +Ta90 +7a50.g WIDTH QUANTITIES. J
O
� za
LLI
c
TABLE IS: ca c 0
Dnlgn Pressure(ps0 for Windom Attwt*d to a VeMcal Frame Assembty Tube 10•Iv1AX. -�{ Imo- FRAME Z
ASSEMBLY r-
m WFdow WIAh TUBE ¢ J
tndar 24' 2b151(' 27.7I 303I4 B' ' 32 34• 3r 4E 53-1/8' 60' r �
Ancrcr Anchor Axhor AnoM Arches Anchor (n O
AncW Group Anchor Gmlp AmborGroup Anchor Group WINDOW -
Group Gmup G7oup Group Gmup Group HEIGHT J w CC)A B C D A B C 6 D AC&D 1 B A0 AD A8 AI A,C 6 D B All AIL W Q y
urder23" +70190 +7a-w .7a-w +70190 +70190 +Ta-w +7a-90 +7U/90 .70190 +701-BD +701-w +70190 .7a90 f70/-80 a 1f 90 +701-w .70190 ADDITIONAL �f a W
25-15116' +7fll-w .7a-w +7a-w ♦7a-w .701-w +70/•w .7a90 +7a-90 +70190 ♦70/-90 +7a90 .7a90 +701-w +70/90 .7IV-w f7rV-a +70190 WINDOW I ANCHOR ` � (n
39' .7aa9.9 +m1-70.6 +7a-w +Ta-90 +7a-m.7 +701-w +701-90 +7W-BO +7a90 .701-90 +7a-w +7a90 «7a-w +70190 +7a-w +7D'-w +7aA1.2 WIDTH t` (4),IF RED. CO W 0 g
505/8' +/aB.3 +/Sa.3 a701-w +7a90 +la1A +7a90 .Ta-90 +7a-w +7aa9.6 +70PW +7a-w +70/90 +7a-90 +7aa88 +7aa1.4 CD IX O 6 Z
w' +/58.5 +/-45.8 +7a-Ba.7 4701.90 a/-51.8 +7aa1.2 470190 +rol-w .701-75.6 +701-w .701-90 +7a90 +7a-86.8
SEE SHEETS i&4 FOR WINDOW "O (n
1• +/55.7 +143.6 +W-W +7a99.6 +1-49.3 +701-77.3 +7019 +7a 0 90 +701-72 +70/-90 1 +7aw- +701-fis.1 1+7111-79 ANCHOR LOCATIONS AND QUANTITIES. g (n 0
SEE SHEET 3 FOR ANY ADDITIONAL Y W _Z
ANCHORS REQUIRED FOR THE FRAME 3: W
ASSEMBLY TUBE.
Z C9 r
Z a
8 m>O v�
TABLE 16: c �"^W 5? •<
Design PRm518B PI)frf WIt1dTYS Attached to a HOdirnlaI Frdine Asmembly luxe C° o ❑ 1'Q rn
B WhMw wish - FRAME
viler 25' 2575.16' 27-7/r 30.N4• 32 97" 3r � 53-IM* �, WINDOW ASSEMBLY of rn
Anchor Anchor Arches HEIGHT TUBE ® of N
Group Group Anchor Omup Anchor Grmp Anchor Gmrp AmWGmtp Amtw Group AmW Gmrp AmhorGroup
GAD All AB A,CdD B A.C6D B A,CSD B A B C&D A B C&D A B C&D A B CAD Kl,
• AX U�--
If10er 23' +70/-90 +7a-w +7a-9r1 +7W-w +7a8B.4 .701-00 +7affiA +m/-0D +7a90.8 .70140 +7a-74.9 +7a-00 +7a-76.3 H59.T +7a.B0 H96 +151.7 +7a�B0 +/-56.5 N-45.B .701.0Y7 I Z_ O4 5
25-15116' .mh90 .HO.w .7a-w .701-w +70190 .m/90 +m/90 +70/90 ,7a90 +7a94 +m180 +7a90 +/-67.6 +7a90 +7a90 N-®.5 .7a90 .7a-90 +/-51.8 .70/91.2 aMI-90 V m W ¢ '
U-
20' +ro/-w +7a-w +ro199 .m1-00 +701-w +rora0 +m/9D +70/90 +70/90 +Ta90 +m/a0 Nas9 +m/99.9 +m/ae.1 «7a-w +m/77.8 +m/762 +7a-00 +/-68.9 .1-64 +701-81.2 DRIO rzrOo 0WINDOW I CHOR 0:z
50&8' +7a90 +7a-90 +rol-w +rol-w +7a90 +ro190 +m/90 Na90 Na90 .7aao -+7a-00 +7a470 +7aae.B +ro/a1,4 a7aaB.5 ~I WIDTH I'�- (4),IF RED. n z w
x 60' +m190 +701-w w♦701- ♦ro1-w ml+ .w +ro190 +ro/90 r7a90 +70/90 +ro/a4.6 +ro/A4.6 .7a-04.6 o Z '
� 63' +70190 +701-90 +701-90 +70/-w +7111-9D I +7a90 «ro/90 +7aa6.1 ,701-86.1 +70f-79.9 +701-79.9 .701-7"
U
sr +70/-90 +70190 .701-90 .701487 +7aa7 a7aa3.6 +7aa3.6 +7a-ro.1 +ro/-m.t SEE SHEETS 1 8 4 FOR WINDOW ANCHOR
72 +m/90 +70/90 +7ry58.2 +ro/-m +rot-m +7a-7d.6 +7a-74.6
7E «ro1-w *ml-w .7a956 +ml-7a .mr-74 LOCATIONS AND QUANTITIES.SEE SHEET P!�
3 FOR ANY ADDITIONAL ANCHORS i
fis +7a9D .7a-w +7(Ya0.6 I
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
-
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ,A LYtS1V lAl1:L'R,PE
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.858705
I
I
f
1
i
e;
FOR GLASS TYPES:
TABLE 17: PRODUCT REVISED
Design Pressure(psq for singe Windom.All Ammr Groups 5)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-:090"SG-3/16"AN) as complyio8 wilh He Florida
Building Code
Whdow Welh 6)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) A plr rw lG-0714-,23
uder23 I 25.15flir 27-7f0' 30-3/4' 32 34' 37' 46' 53-1/8" 60• ExryratioO Dnte l$
weer 23• +901-130 1+9d-130 +9M-130 +901-130 +901-130 +BW-130 +9d-130 +901-130 +901•130 +9d-130 "SG'=SENTRYGLAS Y KURARAY AMERICA,INC.
2515116- +901-130 +901.130 +901-130 +9M-130 +901-130 001-130 +901-130 +9d-130 +BM-13g 40W-130
39' .901-130 +W-130 .901-130 +90/-130 +W-130 +WI-130 +901.130 +9M-130 ♦901-13D +9d-130
5D51S' +901-130 +901-130 +DM-130 +9M430 +OW-130 +101-130 +901-130 «901-130
6D' +901-130 +M-130 +9M-130 +9M-130 +901-130 +901•130 +901•130 1 SEE SHEETS 1
63• +90/-130 +9M-130 .901-130 .901-130 +901-130 +BW-130 agW-130 84 FOR
67' +901-13D +9d-130 40-130 .901-130 .W-130 +00/430 WINDOW WINDOW a m
72' +901.130 .901.130 .9M•130 ■9d-130 .901-130 HEIGHT ANCHOR
76' +901-130 +9d-13o +901-130 1 901-130 LOCATIONS
W +9d.130 .901-130 +901-130 1 AND JO
1 �WVa TH QUANTITIES. 0
W
}d}
TABLE 13. (9 06 .0
Design Paure(ps0 for Windows Attached toa VeN m cal Frae Assembly Tula z
res o
Window V6dth SEE SHEETS 1 84 J
10"MAX. FRAME FORWINDOW <
order 23' 2&TWIT 2/-7/6" .30-31V 3T 34' 37' 46- 53-1/5' 60` ASSEMBLY ANCHOR r
m Anchor Anchor AruW Anhor Am1tr TUBE LOCATIONS AND u- 1
Anther Group Anchor Group Anchor Group Amhor Group Anchor Grtap
Getup croup Group Group Group �u lY J_ m O 1
QUANTITIES.SEE i
A e C &+701430
B C&D A,CSD B All A9 A.ON, B ACSD B A0 AD NI WINDOW SHEET 3 FOR ANY a Q O
unCer 2T .70F90 +7d-90 ♦7d-90 90 +70190 +7M40 +7d-90 +7M40 .7d-gl +701-90 +7[V•90 +7d-90 +7d-80 +7MS0 e7gF9D HEIGHT ADDITIONALW25.1M15' +7d-g0 +7d90 +7d-9D -90 +701-90 +701-90 +7fYAG ,7d-90 +7M90 +7M90 +7M-90 +7d-M +7M-90 +7d-90 .7d•90 4701-90 4701-90 ANCHORS ` U)39• +7M99.9+70/-70.5 +70190 -79.7 +70190 +7d90 +TM90 .7M-90 .7M-90 .7d-90 +701-90 +701-90 +m90 +7d•90 +7d-90 .7M-90 +70190 I I ADDITIONAL REQUIRED FOR O WWNDOW I ` -Z
5D-6/5• +/99.3 +l-Ss.3 .7d90 .4 +7M-80 +7M90 +701-90 +7M99.6 +TW.90 +7d•00 +7M90 .7M-90 +7d-BO +7M.90 +7d-BD ���"illWIDTH IFF'FFF"' ANCHOR THE FRAME O(4),IF REQ. ii i;O O60• H5B5 +/-05.B47d9.1.71.8 +7d91.2 +70190 .7M90 +7d-75.6 +701-90 +7d•90 +7M•90 +7M-Bg +7IV90 +7M95.4cn
ASSEMBLYTUBE.63' .155.7 +/43.6 +7M90.7 92 +701-77.3 +Td90 +7d90 a7d-72 +7M-BO +7d-90 +7Ig-90 +7d56.5 +7IV-90 +7M91.3 a Q 1
Y W z 1
� (L
O
�c V0 z a�
O "ZN¢
TABLE 18- I o `"LLI
Design Pn sue o"br Widows AltacKE to a Ho9mntal F2me Anmb?y Tee
F-1 A Wineor Width J- FRAME
WINDOW ASSEMBLY �'
uder23"26-15/16' 27-7/4 30.N4" 32 34' 37" 46" 53-115' Bd HEIGHT TUB ® IX N rn on
mnar mhDr A Anchor Gmnp Antra Gmup AncrdrGmup AmhorGroup AmborGrotp AmhNGmtp ArrchorGmup t yrajN a
AO AGroup N All A.CBD B A. B A,CSD B A B CSD A B C&D A B CaD A B C D 10'MAX. pLL^
wder23- +701-90 .70190 .70190 .70190 .70/99.4 +70/90 +7M-85.9 +70/90 +70190.8 +70190 .70'-74.3 +71Y90 +7d-76.3 069.7 +701-90 +196 +151.7 a70/-90 +IL86 +/45.8 .70/94.7 +70140 � =U o." a
25-15/16' +70190 +7M4D +7d40 .7M40 +70f4O +70/40 +70190 +701.90 +7M40 +7dd4 +7M-9g +7d90 .1-67.6 +70/40 +7d90 HSB.6 .7d40 .701.90 +/51.8 +70191.2 +70f90 +7d90 U_
39" .70/-9D +70140 +7d40 +7M40 +7d40 .701-90 +70/40 +70/-® +70/40 +70190 +7M•90 +7d40 +70/9D ♦70/4D +7M-90 +7M40 .7d-0D +701-90 .701-862 +70191 +70/90 +7M90 ADDITION r w O
SW' O
SD +7Me0- ♦70140 +7d90 +70190 +7d40 .7M-9g 40+7D/ .70190 +70/90 +7d40 +70/-90 +7d4 90 0 +70/- .7M40 +701M I WINDOW I ANCHOR >a z
2 60- Qat-90 +7M40 +7d40 .7M40 .7d40 +7M40 +7M40 .7M-90 .7M40 +7d90 +7M-90 +7d90 '-"~ WIDTH I-�- (4),IF RED. o Z Z U
63" +7M40 ♦70/40 +70140 .70190 +70140 +70/-90 +7M40 .7U/-W +70140 +71Y90 +70190 +70/40
E 67' +701-90 +70140 +70?4D .70140 +70f40 .701-9O +701-00 +7M-90 .70140
72" +701-90 +70/90 +7d4D .7M4D .7d40 +7M-90 .70140 SEE SHEETS'1 8 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES.SEE SHEET
76- «70/-90 +70/40 .7d4o +7M4o .7d-00 3 FOR ANY ADDITIONAL ANCHORS
e4 «70/-m «7M4D +7d4o REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. r A.,I:YFIr}MILLER,P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. p,E.#69705
l
I
1
TABLE 20:
Item Dwg.# Description Mat
1 7002 Main Frame Head,Sill&Jamb 6063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR
2 7071 Anchor Plate 6063-76 Alum.
3 7003 Sash Top,Bottom&Side Rail 6063-76 Alum.
4 7008 Frame Comer Key Steel
5 70D9 Sash Comer Key Stec AS REQUIRED PER 2
6 7078 Frame Gasket Vinyl Foam TABLE 3,SHEET 4
1
7 7072 Sash Comer Gasket Vinyl Foam
8 7070 Bulb Weatherstri .187'x.275" Flex PVC 70 3
10 7024 Maxim Multi-Point Lock Steel
11 7026 Lock Support Plate Steel
12 7014 Multi-Lock Keeper Steel
13 7013 Tie Bar Guide Nylon
14 7015 Tie Bar Assembly Steel or SS
16 7029 Maxim Projected Operator
Steel
I Foam 7
17 7030 O e Vinyl Y
18 7031 Operator Backing Plate Steel
19 7051 Op eratorS acerBlock Nylon
3
21 7034 O eratorTrack&Slider Steel
22 7023 Projected Hine Manuf.by Truth Steel
24 Snubber,Anti-blowout ClipSteel 5
32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM
33 1714 Setting Block 5/32"x 7/16"x 1-114, EPDM
35 1 7036 Bead B 6063-76 Alum. 85
36 7042 Bead C 6063-TS Alum.
37 7059 Bead D 6063-T6 Alum.
38 1224 Vinyl Bulb Wst Thick Flex PVC 70
39 1225 Vinyl Bulb Wst Thin Flex PVC 70 I j
50 Dow 899 Silicon Backbeddingb
60 7006 Screen Frame 3105-1-114 Alum. 1
61 7040 Screen Corner Key Polypropolene 6 o
62 Screen Cloth Fiberglass +
63 1635 Screen Spline EM.PVC INTERIOR
Stainless Steel 4
64 320 Casement Screen Spring i
70 134 Add-on Flange 6063-T6Alum.
71 70D4 Frame Assy Tube 6063 T6 Alum.
72 Maxim Pivot SliderAssembly Steel PRODUCTREVISED I
80 #8-32x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel 86 as eomplyiag with the Florida
Stainless Steel Aceeptta ceM 16-0714.223� I
81 1157 #8 x 1/2"Ph.Pn.SMS P
82 #8 x 5/8"Fl.Ph.SMS Stainless Steel Revised By: Dote: Revision B: M.". i.,n Date
93 #8 x 7/8"F.H.Ph.SMS Stainless Steel Sr
Revised By: Dote: Revision A: Mi Dade Product m
84 #8x 1"FI.Ph.TEK Stainless Steel
85 #Sx 1"Quad Pn SMS Stainless Steel j
86 #8 X 1-2/2"Quad Pn SMS Stainless Steel '•�' 6�e( �� ® DeseriPtie^ Drown BY.,
#loxl/z"Ph.Pn./TEK stainless steel BOM AND CORNER VIEW J ROSOWSKI
89 #10-24 x 9/16"Ph.Pn.TYPE F Stainless Steel 1070 TECHNOLOGY DRIVE Title: Dole:
N. VENICE• FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12
90 #12x 1"Ph.Pn.TEK Stainless Steel ;-i.,; P.O. eox 1529
'!i!!!i;;"'." NOKOMIS, FL 34274 Series/ModeC Scala: Sheet: Drawing No. Rev:
A.L P ea 05 P E CERT. OF AUTH, #29296 AW-740 NTS 10 OF 11 MD-AW740LM
3
l
NOM.. 43
NOM. .434'SILICONE HOT-MELT BUTYL 2,919• � .125._
. STRUCTURAL
SILICONE �9" .062" 2.701"
STRUCTURAL FOAM 3/16'NOM. - NOM..
POLYI50BUMEN 1/4'NOM.
WITH DESICCANT DESICCANT I 1.159"TH 4 .062'
2.139'
EXT.GLASS EXT.GLASS -
.093'
OFRAME HEAD, O SASH TOP, 71 FRAME
SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE
INT.GLASS INT.GLASS #7002,6063-T6 #7003,6063-T6 #7004,6063-T6
KODISPACE SUPER 1,356"
,o0 4SG TPS SPACER@NXT'"' I .040" 1.000" 1 - zz93' �{
.441-
.423- I
.095' I .093'
' ALUMINUM � FIXED .093'
REINFORCEMENT POLYISO- DESICCANT FILL AREA ANCHOR PLATE SCREEN FRAME ADDON FLANGE
5l16^NOM. B�gEAL 5116'NOM. O #7071,6063-T6 60 #7006,6063-T6 70 #134,6063-T6
BUM& SILICONE SEAL
DESICCANT ROLL-FORMED
FOAM STAINLESS STEEL 706'
EXT.GLASS .050".05W
EXT.GLASS
—.816-5 .865'
INT.GLASS INT.GLASS
,oz
DURASEAL® ,03 XL EDGETM" 35 BEAD B 36 BEAD c
O #7036,6063-T6 O#7042,6063-T6
0 SPACER 0 SPACER —
Part# Description Material .870" .050"
100 Kommeding 4SG TPS Spacer System T7� �— .569"
101 Quanex Super Spacer nXr with Hot Melt Butyl See this BEAD D
102 Quanex Duraseal Spacer Sheet for 37 #7059,6063-T6
Materials
103 Cardinal XL Edge Spacer
REFERENCE TEST REPORTS:FTL-g7174968&8970 �;•, Revised Hy: Dote: Revision H:
r.,
Revised W. Dote: Revision A
® Description: Drc,vn Hy:
EXTRUSIONS&SPACERS JROSOWSKI i
'-•'•,•,'-- 1070 TECHNOLOGY DRIVE Title: Dote:
N. VENICE, FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 4
••�� '', :':�• P.O. BOX 1529
`�r;�'-;.' ;;`�,• �,`' NOKOMIS; FL 34274 Series/Model: Scale: Street: Drawing No. Rev:
A.L{'N{JiMILLER P.E. CERT. OF AUTH. #29296 AW-740 NTS 11 OF 11 MD-AW74OLM B
P.E#58705
I