HomeMy WebLinkAboutNotice of Acceptance MIAMI-DADE MIAMI-DARE COUNTY .
! PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHD).
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 DOCLTMENT: 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, 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.
f
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NOA No.16-0714.23
MIAMI-DADE COUNTY ;
Expiration Date: April 11,2018
Approval Date: September 08,2016
Page 1
I
SHOP DRAWING REVIEW
`/
NO EXCEPTIONS TAKEN ( v )
MAKE CORRECTIONS NOTED { }
REVISE AND RESUBMIT ( )
Su IL^,IT SRF'iFIFD ITEM ( )
INITH THE DESIGN
WITH THE
:'�il,`tt:ACT LOCUMIENTS. CON- F.
�"RACTOR IS RFSFONS1'6i_L FOR DIMENSIONS TO BE CON-
IRt:tED AND CORRELATED AT THE JOB SITE; FOR INFORMATION
THAT PERTAINS SOLELY TO THE FABRICATION.PROCESSES OR TO
TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION OF
THE WORK OF ALL TRADES.
FI.NNVOLDARCHITECTURE, INC.
HATE BY
f
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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, Durasealo 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-51
Edition (2014), dated 05116115,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_z, ' .E.
Product Control E m er
NOA No. 16-0714.23
Expiration Date: April 11,2018
Approval Date: September 08,2016
E-1 CON9
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-51h 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
• li
5118'LAMINATID 7118'uMINATED
DESIGN PRESSURE RATING IMPACT RATING GLASS STACK GLASS STACK
GENERAL NOTES:SERIES 740 o9o•BuTAcrrE0PvB .090'SG®BY KURARAY
IMPACT-RESISTANT AWNING WINDOW VARIES, RATEDFORLARGEISMALL BYKURARAV AMERICA,INC.
SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE A
AM�M.[NC. S/1e'Ata+EaLm
' GLASS - GLASS
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO I/B 3118'ANNEALED Guns
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA GLASS lEaLEO ,
60'WIDTH EXTERIORGLASS EXTERIOR �
BUILDING CODE,INCLUDING THE HIGH VELOCITY a I
HURRICANE ZONE(HVHZ).FOR INSULATED GLASS 53'VISIBLE LIGHT WIDTH(DLO)
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD NO ANCHOR PAIR w GLAss Bma I 11ne cuss..
LITE(CAP)MUST TEMPERED. KENO IF WINDOW IS
2REa WIDE OR LESS 12"MAX.FOR UNITS(HEAD 8 SILL) SHEET 22)SHUTTERS ARE NOT REQUIRED WHEN USED IN OVER39"TALWIND-BORNE DEBRIS REGIONS. OTHERWISE 4"MAX.3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, 32 5G
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY GLASS TYPE 1 GLASS TYPES 2
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS T
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY I T/6•NAM.
GLASS STACK
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, \ GLASS STACK
SEE TABLE 3,SHEET 4. --- —•----•-----�-------mac- ----- cuss s7acK
I� 3G GLASS
ANNEALED
4)ALL WOOD BUCKS LESS THAN I-12'THICK ARE TO BE / \ HEIGHT 7118'AIRSPACE puss
CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE A SEE .090•BUTACITEO PVB
SYKURARAY
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO T / \ SHEET2 32" TEMPEiWANRED GLASSEDOR AMERIC,SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12" T VISIBLE TEMPERED cuss AUEwca,INC.w
THICK OR GREATER.IX AND 2X BUCKS(WHEN USED) I / \ LIGHT 3B GLASS m
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 19"MAX. / HEIGHT EXTERIOR I GLASS
TO THE STRUCTURE.WOOD BUCK DESIGN AND O.C. / i \ (DLO) 1
INSTALLATION IS THE RESPONSIBILITY OF THE 37 11/16•GLASS BITE
ENGINEER OR ARCHITECT OF RECORD.
3
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 4'MAX
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF
SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, Ly B 4. - 100-103 32
SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR 6"MAX. rt
CORNERS OF THE FRAME.INSTALLATION ANCHORS -�'23'MAX.O.C. USE ANCHOR PAIR FOR UNITS GLASS TYPES.3&4
SHOULD BE SEALED.OVERALL SEAUNGIFLASHING OVER 27-718'WIDE(HEAD&SILL)
STRATEGY FOR WATER RESISTANCE OF INSTALLATION
7/B•NDM.
SHALL BE DONE BY OTHERS AND IS BEYOND 711E SCOPE
OF THESE INSTRUCTIONS. TYP.ELEVATION OF AWNING WINDOW GLASS STACK GLASS
uss STACK
'6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE 1/4'AIRSPACE ANNEALED GLASS
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING TABLE 1:
311 E ANNEALED .090•SG®BY IGIRARAY
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE GENERAL NOTES.............................1 Glass Types Sleet# OR TENMRED GLASS AMERICA,NG
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION.......................................1 3e 3n6•MBJEALED cuss
ON THEM BY THE WINDOW. GLAZING DETAILS...........................1 1 5/16"Lam!(1/81 An-.09D'PVB-1/8'An) 5 ExtERIOR I —T
INSTALLATION..................:..............2 2 7/16"Lam](3116'An-.090"SG-3/16"An 8 a 7
7)DESIGN PRESSURES: ASSEMBLYTUBE DETAILS.............3 11116'GLASS ORE
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL ANCHOR SPECIFICATIONS............4 3 7/8"Lam].IG(1/8"An-7/16"Air-1/8'An-.090"PVB-11W An) 7 37
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES.....................4 4 718"Lami.IG(1/8"T-7/16'Air-1/8'An-.09D'PVB-1/8"An) 8
ASTM E1300. DESIGN PRESSURES......................5-9 5 718"Lami.IG(3/16'An-1/4"Air-311W An-.09W SG-3/18'An) 9
B.POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILSISOM..............10 6 7/8"L.emi.IG(3/16'T-1/4'Air-3/16'An-.09('SG-3/16"An) 9
PRESSURE,STRUCTURAL TEST PRESSURE,FRAME FXIRUSIONS/SPACER....................11 60
ANALYSIS AND GLASS PER ASTM E1300. 'pVB'=BUTACITE�PVB BY KURARAY AMERICA INC. 100-103 PRODUCT REVISED
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN 'S6'=SENTRYGLAS®BY KURARAY AMERICA,INC. GLASS TYPES 5&6 BWdIs—en$�evith tfro Florida
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING A'�Phwa N°�G•
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% ".7, '' Revised By: Dote: Revision B. t One 18
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN ADDED SHEET 11
OF THIS PRODUCT.THE 1-6 LOAD DURATION FACTOR Jam, J R, 05/05/16 WITH SPACERS. DY
WAS USED FOR THE EVALUATION OF ANCHORS INTO STANDARDS USED: Mtarn Pn,ddce
Revised By: Date: Revision A:
WOOD.ANCHORS THAT COME INTO CONTACT WITH •2014 FLORIDA BUILDING CODE(FBC),STH EDITION _
OTHER DISSIMILAR MATERIALS SHAH MEET THE -ASTM E1300-04 _ -
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION _ _ ® Description: Drawn By:
CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2010 6'�Ylrb GENERAL NOTES&ELEVATION J ROSOWSKI
•AISI-S100-07/S2-2010
_•_ rifle:REFERENCES:TEST REPORTS FTL-7061,3579.3680, 1070 TECHNOLOGY DRIVE
Date:
3724;ELCO ULTRACON NOA;ELCO ORE ,ter '-.'��""„''�' •' N. VENICE. FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12
ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ;`,.r',r - ;;� P.O. BOX 1529
ALUMINUM DESIGN MANUAL '•;//1/• �.', •.'•' NOKOMIS. FL 34274 Series/Model: Scala: Sheet: growing No. Rev:
A LYNN MILLER,P.E. CERT. OF AUTH. #29296 AW-740 NTS 1 OF 11 MD-AW740LM B
P.Ep 58705
INSTALLATION EDGE INSTALLATION
OPTION 1 INSTALLATION
DISTANCE �� EDGE DISTANCE OPTION 2 OPTION 4
INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS
INTO 2X WOOD. CONCRETE/CMU DIRECTLY INTO MASONRY. DIRECTLY INTO METAL
AS REQUIRED PER EMBEDMENT PERANCHOR
TABLE 3,SHEET 4 2 REQUIREMENT BUCK WIDTH
• 114"MAX 18 10
TYP.ANCHOR J SHIM
TYPE,EMBEDMENT i• 4 80 89 13
AND EDGE #12 STEEL
FOR SNUBBER 24 DISTANCE PER e 8 32 33 18 12 83 SELF-DRILLING
REQUIREMENTS,SEE 1 SUBSTRATE,SEE SMS,SEE TABLE
TABLE 4,SHEET 4. 82 4 TABLE 3,SHEET 4. 3,SHEET 4.
3 60 # O
EDGE B7 DADE APPROVED
35-37 8 DISTANCE ATTACHEDTO - I I MULLION,ALUMINUM,
I ATTACHED TO
STEEL FRAMING OR
VENT SILL ATTACHED TO VENT SILL Q ]ATTACHED TO STEEL STUD.
�_ 35-37 FRAME SILL 81
13 FRAMEJAMB EMBEDMENT 3 38 39 22
87 1 -
83 70 5 VISIBLE LIGHT WIDTH(DLO) B EXTERIOR
JAMB 81 1 ATTACHED TO OPTIONAL ADDON WINDOW WIDTH
HARDWARE 12 J VENT JAMB
FLANGE B HEAD.
SILL&JAMBS
WINDOW 11 SEE DETAIL HORIZONTAL SECTION A-A
HEIGHT � Al.BELOW+ NOTES:
BUCK NOTES: VISIBLE LIGHT FORMULAS
HEIGHT ATTACHED TO
FRAME 8 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 FOLLOW EMBEDMENT AND EDGE / 1 / \ / \ ADDITIONAL INSTALLATION
10'MAX. ANCHORS MAY NEED TO BE
HEIGHT DISTANCE LIMITS.ANY INSTALLATION INSTALLED THROUGH THE
(DLO) 14 ATTACHED TO OPTION SHOWN MAY BE USED ON ANY WINDOW FRAMES AT 10'MAX
J / \ / / \ — ./ --
FRAME JAMB SIDE OF THE WINDOW. !
FROM EACH SIDE OF THE FRAME
ATTACHED 2)ALL WOOD BUCKS LESS THAN 1.112- / \ ASSEMBLY TUBE CENTERLINE.
ATTACHED TO r TO FRAME THICK ARE TO BE CONSIDERED 1X —-- .I (� SEE TABLE BELOW:
FRAME JAMB L 89 JAMB INSTALLATIONS.1X WOOD BUCKS ARE MAXV AWIlonal Anchors Required on each
OPTIONAL.UNIT MAY BE INSTALLED —� 10' '
ATTACHED DIRECTLYTO SUBSTRATE.WOOD BUCKS L.—i SEE DETAIL A2,BELOW Side of the Frame Assembly Tube
TO VENT DEPICTED AS 2X ARE 1-112"THICK OR a Window Anchor Type
JAMB GREATER.IX AND 2X BUCKS(WHEN USED) Widh A B,CBD
62 SHALL BE DESIGNED TO PROPERLY I 1T•229" 0 0
TRANSFER LOADS TO THE STRUCTURE. m 23'-25.9" 0 1
38 39 63 WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER
I 17 OR ARCHITECT OF RECORD.MAXIMUM LL Height Anchor pe
16 SHIM THICKNESS TO BE 114". Height A B,C 8 D
21 n 1T-229" 0 0
EXTERIOR 82 I DETAIL
5 Al DETAIL '�' 23-25.9 0 1 PRODUCT REVISED
O A2 28"« 1 1 sscmmptyin3WidtdMF1 tb&
8 BWding Code
Acccptnnce%1/0-O 14•IS
1 • 1XW00D Revised By: Date: Re .icn B: Er4xradon Dst< ��
19 84 BUCKSTRIP,
SEE NOTE 2, By
THIS SHEET. ""- P4ismi a Product
Revised By: Date: Revision A:
TYP.ANCHOR TYPE, 114"MAX SHIM _
EMBEDMENT AND EDGE _
DISTANCE PER SUBSTRATE, _ ® Description: oronn By:
SEETABLE3,SHEETa. EMBEDMENT GENERAL NOTES&ELEVATION J'ROSOWSKI
•NCRETE
e r�t
CO
'l
PER ANCHOR• - ,_, Oete:
' 1070 TECHNOLOGY DRIVE litre:
REQUIREMENT ''•.''t-`=:''0= ".: N. VENICE, FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12
INSTALLATION OPTION 3
P.O. BOX 1529
INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B �': "'•1t' NOK.O. B FL 52974 Series/Model: Scele: Sheet: Drowing No. Rer.
iX BUCKSTRIP INTO MASONRY. A.LVN��MILLER,P.E. CERT. OF AUTH. #29296 AW-740 NTS 2 OF 11 MD-AW740LM B
P.En 567D5
AWNING(X) AWNING/AWNING(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT PEVISET
as tc¢tPlying with dta Florida
BuBding
FIGURE 1: IF 10",SEE NOTE 7,THIS SHEET P.ccePtaaO6
FIGURE 2: 740 SERIES Ezpimiton Unte
I AWNING
C C i /WINDOW EM tvtl, 'Dad: vo--
WINDOW //1 //` //\ J— D/14<
ASSEMBLY'
HEIGHT / \ 10",SEE NOTE 7, D TUBE FRAME ASSEMBLY TUBE NOTES: in
4 THIS SHEET 1)DIMENSIONS SHOWN ARE WINDOW
740 SERIES�+r \ DIMENSIONS FOR EACH INDIVIDUAL
/ CASEMENT h WINDOW.FOR SIZES NOT SHOWN,
WINDOW WINDOW �/ ROUND UP TO THE NEXT AVAILABLE
WIDTH OR HEIGHT DIMENSION SHOWN I-
W DTH 740� I 740 ON THE TABLES. rn
SERIES FRAME SERIES
AWNING ASSEMBLY AWNING --— FRAME 2)ANY 740-SERIES PRODUCT 06
WINDOW TUBE WINDOW - 1ASSEMBLY�� (CASEMENT,AWNING OR FIXED t+ o�
/ E TUBE CASEMENT)MAY BE ATTACHED TO THE J
FRAME ASSEMBLY TUBE.FOR ALL Q r
WINDOWS,USE THE WINDOWS NOA g r
740SERIES W t
FUCED WINDOW / FOR ANCHORAGE,SIZE AND DESIGN LL,
PRESSURE LIMITATIONS.
J y O
-- 3)ALL WINDOWS IN THE COMBINATION m W Q 1.Cl)
740 SERIES 'SEE PRODUCTS NOA FOR UNIT MUST BE ABLE TO INDIVIDUALLY N D F—
AWNING EXTERIOR \ INSTALLATION SPECS COMPLY WITH THE REQUIREMENTS OF r W
WINDOW n / / 1 / / \ THEIR RESPECTIVE NOA. O J 0 o z
V 4)FRAME ASSEMBLY TUBE TO BE ;; ;i 00 m O e+
FASTENED TO WINDOW,AS SHOW IN `O
740 SERIES 740 SERIES o o
DETAILS,WITH MIN.#12 X 1"SHEET _
AWNING CASEMENT W Z
FOR SINGLE UNITS: WINDOW WINDOW METAL SCREWS.USE THE SAME Y
SPACING TE FRAME
ME MEMBER.
R.THE j Q O�
1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1"SMS THROUGH OPPOSITE FRAME MEMBER.
AND GLASS. INSTALLATION HOLES " r
FRAME' ,—ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY (n "W Z a
2)KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE N A 6NOT 3X FELANGED WINDOW)OR g ED 62-IN LENGTH(AS USED m 0 y `j Q
AND SUBSTRATE,DETERMINE .m o LLLLLL _' !
YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X CONFIGURATIONS.O� z m W
TABLE 3.SHEET 4. 1"SMS 1"SMS
740 SERIES THROUGH
����1f�� THROUGH CASEMENT INSTALLATION 6)'THE FRAME ASSEMBLY TUBE IS NOT z m
3 FROM SHEETS G FIND THE ,_J
INSTALLATION REQUIRED TO BE CLIPPED TO THE
SHEET FOR YOUR GLASS TYPE. HOLES WINDOW HOLES SUBSTRATE.ALL EXTERIOR JOINTS TO
FIND THE PRODUCTS DESIGN 740 SERIES 740 SERIES
PRESSURE FROM THE TABLE W.,. BE SEALED BY INSTALLER. '^n
LABELED"DESIGN PRESSURE AWNING EXTERIOR AWNING 740 SERIES o o S ASSEMBLY
WINDOW WINDOW A FOR ALL COMBINATION ANC 2 cWi m vi a i
(PSF)FOR SINGLEWINDOWS,ALL TUBE FIXED ADDITIONAL INSTALLATION ANCHORS
ANCHOR GROUPS. EXTERIOR EXTERIOR CASEMENT U Z
MAY NEED TO BE INSTALLED o 0 0
HORIZONTAL SECTION C-C C,] a WINDOW THROUGH THE WINDOW FRAMES AT
4)DIMENSIONS SHOWN ARE 10"MAX.FROM EACH SIDE OF THE o Z Z w -
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 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. Additional Anchors ReclAred on each •\�:•;�,L��.((:)i„�
TABLES. Side of the Frame Assembly Tube(FAT) �;.•,..y :,� ;! I
2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. f. Window Anchor Type '
5)USING THE TABLE LABELED a Width A B.C d D _ -
WNDOWANCHORSREQUIRED" 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE- OR-DESIGN r•
17"-22.9" 0 0
(TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS a 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 �,+ 1 1 - ✓(• ! �� I6
NEEDED IN THE HEAD,SILL AND SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. O
JAMBS OF YOUR WINDOW. Q Window Anctwr
•'%
4)USING THE TABLE LABELED"WINDOWANCHORS REQUIRED-(TABLE 2,SHEET 4).DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF Height A B,C&D -',)..,•
• 6)INSTALL AS PER THE YOUR WINDOW.
INSTRUCTIONS ON SHEET 2. n 17"-229" 0 0 i.•j
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 ,/A.tvN,V'Li"R.P.E.
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). �'� 1 1 P.NI sa705
f
I
TABLE 2:
Window Anchors Required PRODUCTREVfSED
ac complying with the Florida
Window Width in -PVB"=BUTACITE0Pva BY Building Nde
under 23' 2 5116' 7-7/8" 30.3/4' 34" 37' 46" 53-18' 60' Acceprn0co No Ilo'Q �¢.
KURARAY AMERICA,INC. iNoa Date
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ($
A 8 C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D °SG'=SENTRYGLAS%Y By
order 23' 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 KURARAY AMERICA,INC. Aliemi putdocE Cc
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4
25-15/16" 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:
39„ Jamb 33 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
Head/S{II 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 8 4 6 6 4 8 8 4 Head Snubber Locations
50-518' Jamb 4 5 4 4 b 4 4 6 4 4 6 4 5 6 4 5 6 4 5 8 4 5 8 4 Glass T
Head/SIB 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 Typo:
J
w 60' Jamb 5 6 4 5 6 4 5 7 4 6 7 4 6 7 .4 6 7 4 6 7 4 PVB(Types 1,3&4) SO(Types 2,59 6) O
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 Nona 20'max.hom each end
Required &20°mox O.C.
63" Jamb 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 6 7 4 a Q
Haed/SiII 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 SAMPLE CONFIGURATIONS: 0
6T Jamb 6 7 4 6 7 4 6 7 4 6 8 4 6 B 4 6 8 4 ca o
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4
7Z' Jamb 6 7 5 6 8 5 6 8 5 7 8 5111. 1
Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 1 4 1 4 I X; ./X u,5/f X\ t X tt O d --r LL
76' 4HeadIS111
7 5 7 8 5 7 9 5 7 9 6 (..
2 2 2 2 2 2 2 2 4 4 4 _j B 5 7 9 5 8 10 5 t` x\ QJ�" 2 2 2 2 2 2 2 2 1
USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.FOR SIZES NOTSHOWN,ROUND UP TOTHE NEXTAVAILABLE WIDTH IX1 O D N d LU
L•
OR HEIGHT DIMENSION SHOWN ON THE TABLE, t , 00
00 m(�-.
TABLE 3: O OO Z o Z
ii c0 ¢ 0
Min. Mln. Anchor ;; t ••� ', 8 r; O 111 C,
Group Anchor Substrate Edge O.C. Embedment Plate EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7/16'ANNEALED SG LAML GLASS, t'X'l` 0 j/X�; x tl X, Y } Z_
Distance Distance 2-2±edl 1/4°MASONRY ANCHORS INTO CONCRETE.+701-80 PSF DP REQUIRED,NO ANCHOR PLATE
1/4'steel UBreeon Hollow Block 1" 6" 1-1/4' No ~ > O
S.Pine 518' 1' 1-318" No
A 414,steel SMS(G5) 6063-T5 Alum. 318" 510" ,090' AWNING ANCHORS: Q Q v~
A)FROM TABLE 8,ANCHORS'C&D ALLOW A DP OF+70/-90. O� O aO� O m;, (n o= Z $
or#14,410 SS SMS A38 Steel 3/8' SIB' .D50' No P��•O ��1 P��,O � c Q n U j $Q
A653 Stud,Gr.33 3/8' 518' .035'20 Ga. No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND a c Q' N Z > `
S.Pine 5/8° 1' 1-318' No SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. �" '
#12,steel SMS(G5) 6063-T5 Alum. 3I8' 518" .05(' No gyp. �Je� v 0� o Q
B or 412,410 SS SMS A36 Steel 318, 5/8" .05(' No C)FROM TABLE 2,4 ANCHORS ARE REQUIRED IN EACH JAMB.
A653 Stud,Gr.33 3/8' 5/8' .035",20 Ga. No w
285k Concrete 2.1/4' 4" 1.3t6" No C)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ® 2:N rn N
1/4'steel Ultracon 2.85k Concrete 1° 4" 1-314" No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. v`"'i n'
Hollow Black 2-18" S' 1-1/4" e ,1 o LL s
C S.Pine 518' 1" 1318' Yes E)FERRULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4"�- I 4' -14-
#12,steel SMS(GS) 606&T5 Alum. 3l8" 518' .0713' Yes ASSEMBLY TUBE SIDE OF THE AWNING(HEAD&SILL). i
or#12,410 SS SMS A36 Steel 3/8' 51W AT Yes Z '
A653 Stud,Gr.33 3/8" 518' .D45°,18 Ga. Yea r a Y o
S.Pine 518" 1' 1-316° Yes i Z w 7
#14,steel SMS(G5) 6063•T5 Alum. 3/8' 518' .0713° Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): 17.67' I 1 o
or#14,410 SS SMS A36 Steel 318' 518" .050" Yea A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1.
A653 Stud,Gr.33 3/8° 518" .045',18 Ga. Yea .•(�"1.
285k Concrete 1" a 1-314r Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND I 1 13.25' ��:• ,
1/4' steel UBmcon 285k Concrete 2.112" 4' 1-&8' Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE '�'•'�?�t'^ -
D Hallow Block 2-1r2' 5' 1-1/4' Yes 61'
Filled Block 2-1/2' 4° 1.314" Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB.
114"410 SS 3.35k Concrete 1' 5" 1-3/4" No C)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL
CreIsFlex Hollow Block 2AT S" 14/4" No _ Lj
3.5k Concrete 1-1/4° 5' 1-3/4" D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
5116'steel Utracon Hollow Block 3.1/8" 5" 1-114" No
Filled Block 1 2-1/2" 1 S' 1 1-14' No E)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4" 4
NOTES: ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL).
1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. P9" 20'►�— 20'2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. 45 A.L'Yt'.;;•:'`''i .
1I M111- P.E.
P.EA 58701
i
FOR GLASS TYPES:
TABLE 5:
1)5/16"LAW(1/8 AN-.090"PVB-1/8 AN) PRODUCimgmth he
RD
Design Plast4e(ps0 for Sire Windows,All Anchor Groups B complyids with[M Florida
Building Cock
N4nUor/YVidth 'PVB'=BUTACITIPPVB BY KURARAY AMERICA,INC. Acceptedce No l '0 (4.�
under 23' 2575/16' ZI-7/6' 3031d' 37 34' 3T 46 5318' 60' 'r1Squ D8te 018
under 23" .701-90 +701.90 +701-90 +701-9D +701-90 +7a-90 +701-90 +701-90 +701-90 +70/-90
f25, +701-90 +701 4701 +7a-9D +7a-90 +7fq-90 +70/-90 +7f1/90 +7N-90 +Ta-90+701-90 +701-9D +701-90 +7a-90 +701-90 +7a-90 +70/-9D +7a-SD +Ta-81.1 +7a-71.2 hiiarui. eV1dr10t C4^♦70/-90 +701-90 +70/-90 +701-90 +70I-90 +701-90 +7a-892 +7a-T7.9 SEE SHEETS7
+701-90 +701-90 +701-90 +7a86.5 .70183.7 .701-79.6 +T0/-74.9 8 4 FOR
DOW WINDOW+701-9p +701-BO +701-9D .7a%!.9 .7a•78.4 +7a-75.6 .7a-7a.1 HEIGHT ANCHOR•
+701-90 +701.90 +7a-83.5 .701.76.3 +701-T3.4 +1-69.4 LOCATIONS+7a•90 +7a87.2 +7a-77.4 +1.69.3 +/-65.4I+7a-90 +7a-B4.B +Ta-752 +/-65 _-WINDOW� QUANTITIES.+7a-80 +7a t, +7a-70.6
O
a
TABLE 6: o❑
Z 8�
Design Pressure(pal)for Wlndowe Attached to a Vertical From Assembly Tube
Window Width 10"MAX Imo- FRAME SEE SHEETS 1&4 J r'
m under23' 2515'16' 27.1/8' 308/4' 32' 34` 37' 46• 63-1/6" tID' I ASSEMBLY FOR WINDOW
TUBE ANCHOR (� V-
AncrorGmu Anchor Group AncrorGroup Anchor Anchor Anchor Anchor Anchor Anchor Anchor LOCATIONS AND O
P Gmup Group Group Group Group Group Grwq ' J
QUANTITIES.SEE ll.l m DO
A B C D A B C a D A.C 6 D B Ali All All All All Ali AD WINDOW SHEET 3 FOR ANY a Q H
under Zi° +7a-80 +7a•90 .70190 .7a-90 +701.90 +701-90 .701-90 +7a-90 .7000 +7a-90 +701-90 +7a-00 +7a-90 +701-90 +7a-90 +701-90 HEIGHT ADDITIONAL 04 W
2Sta16' +701.90 .701-90 +7a80 .701.90 +701-90 aia•90 .701-90 .701.90 .7a-90 +7aAp .7aAo +701-90 +7a.90 +701-90 +7a-90 +701-90 ANCHORS t (n
x 39• .70189.9+701-70.5 +7a?IO +7a-M .7a-79.7 +7a-90 4701.90 +701-90 +701-90 +7a-90 +7a-00 +701-90 +7a-W +701-9a +Ta-81.1+7aa1.2 ADDITIONAL REQUIRED FOR CO W ❑ a;WINDOW o Z
50518' +159.3 .h54.3 +7a80 +701-90 +F61.4 +7a-90 4701-M +70%90 +7o4B9.6 .701-90 +7aA0 +7a-00 .7a-89.2+7a-T7.9 W�,i,H AN THE FRAME - ?j
./-58,5 +/-45.8 +70/d4.7 +701-90 +151.8 +7a-01.2 +701-90 +70!•90 +7a-75.6+7a38.5+7ab3.7+7a-7p.8+ia-74.3 (4)•IF RED- ASSEMBLY TUBE. Q Q O O y
6y +155.7 +/-43.6 +701 +7a-8B.5 +/-09.3 +7a-TI.3 +7a50 +TOI-90 .7a-n +7aA23+7a 79.4 a7a 76.e+7a-70.1 ❑
LU Z
a-
O Z Z e
o(9
�p a6 z �¢
TABLE 7: c "LLI 1
Dalgn Pmsstn�lbr Waows Attachedto a Hodzdntal FrameA69embly Tube o` �❑ KQ y
B FRAME
wbmdw Width WINDOW ASSEMBLY >
tauter 23.2S15I76' 27-7I8" 903/4' 92' 34' 9T 46' 53'7!e" � HEIGHT TUBE ® rcn a
Anchor Qfor Anchor Archon Grotq AncharGmup Arxli"Gmp AmWG=p ArcIIOr GIDtq ArcMGrotp AnchorGroup �
W
AB AD All A,CBD 6 A.C6D B A,C6D B A B C6D A B C6D A B C8D A B C D 10'MA)G oLL--u! x
F!701-�
Mbl)0 +70/80 +7aeD +701-0 .7a-BB.4 +7a-90 +7affi.9 +701-90 +7a50.8 +7a-00 +7a-743 +7a-90 +7a-753 +159.7 +7a-90 .1-6i +151.7 .701.90 H-%S +145.0 +7a-84.7 +7a-g0
70/-10 +70f-BO +7a60 +7014)D +7a-90 +7a-90 +70F90 +701-90 +70F90 +7a8/ +70/-9D +7a-00 +1.67.6 +701-90 +701-90 +158.6 +70/40 +TDF90 H51.8 +70/.81.2 +70W +7a80 =�mN7a-90 .701-M +7a-00 +7a&0 +7abf1 +7D/-90 +7a400 +70140 +701.90 +7a-BO .70/-90 +7as0 +7a899+TfMA8.1 *7a-90 .7a•77.8 Hfi1 +7aA1.1 H58g NS4 +7a•7f.2+7a 772 ADCHOI 0
7a-90 .T0180 .7a� +70/-00 +7a80 +7a-go +7a80 +7a-M +7a80 +7a892+7a892+7a-M.2+7a77.9+7a-77.0+7a77.9 WINDOW ANCHOR >i-�I WIDTH I'�_ (4)IF RED Z701.90 +7a-00 +7a�0 +7a865+R086.5.7a83.7+701-03. 6+7a-79.6.70R74.9 a7a749+7p/•74.37a-90 ♦70/80 +7a80 +7a823+7a829+7a794+701-79.4+70r-756+7a-75.6+70170.1+VY7D1+70I-7p.1
701-90 .701-90 +70/83,5+7a-76.3+7a-76.3+7a-734+70/-73.4 .1-60A +189.4SEE SHEETS 1&4 FOR WINDOW ANCHOR
7a-90 +7a87.2+70/-T/A +159.3 +/593 +/85.4 +/854 LOCATIONS AND QUANTITIES.SEE SHEET701.90 +70/-84.6+70/75.2 .185 +/85 3 FOR ANY ADDITIONAL ANCHORS701-90 +M/40.4+701-70.6 REQUIRED FOR THE FRAME ASSEMBLY
TUBE,
i
NOTES
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CON FIGURATIONS. A&Iilr• i MILL R.PE.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ' P,E.q 6B706
7
I
_J
TABLE B: FOR GLASS TYPES:
rronucT RswssD
Design Prenme(psg for Single Windows,An Anchor GmM 2)7/16"LAMI(3/16"AN-.090"SG-3/16"AN) ascomplyiug with theFiutlda
building OoN IG'o !mil$Widow WIN SENTRYGLAS�Y KURARAY AMERICA,INC. E a i
.15/1 K AeteP, Sd0
'SG'= � ten Date
undef 23' 258 27-710^ 30 W4' 3Y 3r 3r 46- 53-11W 6D'
order 23^ +M-130 .9W-130 +9W-130 +9W-130 +WY-130 +BOW-130 +W-130 +9w-130 +90r-130 +B01-130 � By
251918' +9W-130 +9W-.130 +90/-130 a801-130 +901-130 +9W-130 +901-130 +901-130 +9W-130 .901.130 Miern Dnde ProdticL
3T ♦9W-130 +901-130 +9111-130 +IW-130 +91V-130 +WI-130 +W1-130 +9W130 +9d-130 +9W-120.9
5m`8^ +9W-130 +9W-130 +W-130 +90^-130 +W/-130 +M.130 490•-130 +9W-130 SEE SHEETS 1. .
6U +BO1-130 .9a.130 a901-130 •9a-130 aBOrt30 .9W-130 a80/-t30. 84 FOR
WI
or +101-130 +0W-130 +9W-130 a9W-130 .901-130 +9W-130 +901-129.6 NDOW WINDOW ..
rD' .WI.130 +9W-130 .9W-130 .9W-130 +9W-130 .901.130 HEIGHT ANCHOR
LOCATIONS o_ m
7Z' +BOI1130 .BW-13o a9W-130 .901-130 +90/-13o T AND
76' +BW-130 +BW-130 a901-130 +90113D } �.WINDOW� QUANTITIES.
.901-130 +W/-130 7W--130 I WIDTH
O
LLI
a.
CO C ZQ
TABLE 9: (9 0
Design Pon-(prfI ter Win down Attached to a Verdool Fmme Assembly Tube
SEE SHEETS 184
WIrdowYANh It-�
m urdtt 23' 25.15I16' 27-71V 303/4• 32 34- Sr 48' 53•vs• ew 1 I TUBE 1BLY FOR WINDOW a ,
Tl1BE ANCHOR C) LL
Anchor Anchor Anchor Anche r Anchor LOCATIONS AND 0
Anchor Gmup ,Archer Gmup Anchor Group Group Gmup Anctcr Group AnchorGroup Group Group Croup a I� J m CO
QUANTITIES.SEE
A B 'C D A B CBD A,CSD B A0 All A,C&D B A.C&D B All A0 A9 WINDOW SHEET FOR ANY d Q t
urdm23' «701-90 +7W50 +7W-90 +701-BO +701-W +701-W .7WA0 +70190 +7W50 +7W-W a7W-W +7W-00 +701M +70-90 +7W50 .710 0 a7WA0 -7W80 HEIGHT ADDITIONAL CV N
254N18' 17W-9D #7W90 +7W.90 AMA
+7W-W +70)-90 a7W-90 +7W-W +701-W +M.90 +7WA0 +701M +7WW +7W-W ,719b0 +7W+)0 +7W 90 ANCHORS ` LU
39' .+7 9.9+7W-70.5 +7W-W +701-W +7W-T9.7 +7W-W +7W-80 +7W-BO *7a(-W +7W-W .7W-0 .7W-W .7o/AO +701-W a7W4B0 +7Wdp a7W-90 .70140 I ND I ADDRIONAL REQUIRED OR CO W 0 m I--
6D&B' +159.3 -.3 +ro-W +7W-90 -1.4 +7W-80 «7W-BO +7WW +701�9.8 +TW-90 +7W90 +7W-W .7WA0 +7W-W +701-90 +7W-00 --^I WIDTH t� ANCHOR THE FRAME 0 W °Z
80' +/58.6 045.E .701-84.7 .7W-W +1-51.B a7W 8t.2 +7WA0 +7W-W a70/.75.8 +70I-W +7W-90 +7W�0 +]W-W +701-W +701-86.4 (4),IF RED. ASSEMBLY TUBE. i;CD U) 0 r^
83' ./55.7 .1.43.E +7W410.7+7W4ri3.5 H�9.3 a701-77.3 .7W470 +7W-W +7W-72 +7W-W •7W80 +71V•BO +70F88.fi +7W-90 +70I$7.3 $ o CD U Q
Y LLI Z
CL ti
Z
0
TABLE 10• c ♦-3 L1J s
' a
D6)p Psor (pspfor Windows AiMer,WmoHmMontWFmmeAmmbyTIDe ~
ltrm
FRAME
RWlndawWlQh WINDOW ASSEMBLY Z e
trMr2r 2515/16^ 27-7/8^ 30-W4^ 3r 34' 3r 46^ 534M � HEIGHT TUBE
Anther Anchor Anchor Archer Grorp Anchor Group AnchwGmup AnchorGmup Archer Gmrq Anclgr Gm)p AnclwrGroup
Gmrp Gmtp trap 10'MAX o 4
All All All A,CBD B A.CBD B A,CAD B A B C6D A B C6D A B CAD A B C D
BIOer2T +701-9(1 +70140 +7W90 +70140 .7W W40-M.4 +7 +7W.85.9 +MI-00 +7W50.8 +70'-00 +7W-743 NW4)0 NW a15-763 9.7 +TW90 a/4ry +151.7 +70/-M N365 +1-05.0 ,70'•84.7 .7W9 W 0 Z o
25-16N6' .7W40 +70/4)0 +7W40F+7410
+7W40 e7D/40 a7W.00 +70PS) +7W4)0 +70'94 +70190 +7W4)0 H-67.6 .7W4)0 .7W-W +/-68-6 +70d40 +701-W .151.B .7W411.2 .7W40 +7W90 =V m N a
39^ .7W-W +7014)0 a7W4M1 .7(Y +70190 +7W40 +7W90 +70/40 +7W90 +70/-W +7W4)0 4MI-90 +7W4)0 +7W4)0 +70/4)0 +701-90 +MI-W +7W562 +701-01 .7W4)0 t7W4)0 ADDITION r w a O O
50516' +701-W +70140 +70140 +7W40 +701-W 470190 .7W-W +7014I1 +7W40 +7W-W +7W4 D a7W-W a7W&0 .7W-90 I WINDOW I ANCHOR >0;o
-�I WIDTH 1'�- (4),IF RED. 0 0
i W^ .7W40 +70140 +70'-90 +M40 +7D74D .7W40 +701-W +7W-W .7W40 +7W-W +7990 noZ Z w
63' +7W-90 470140 +7W-00 .ro90 .7W-9D ,7W40 .701M +70740 +7W40 +7W-M +7W90
g 6T +70r4D +70r.90 ,7(V +70140 +70/-W +70190 .7W40 +70140
7r +7o1-W a70140 +7W40 +M4)0 +70140 +7W4)0 SEE SHEETS184OR WINDOW ANCHOR
LOCATIONS AND QUANTITIES.SEE SHEEP '`t r r '
76" +7W4D N014>D «7W-90 .ro4p ;i:f!
B4- +7W40 .1014. «7W4o REQUIRED FOR THEFRAME ASSEMBLY
TUBE.
It 6 I C-F
71
NOTES: -•'.r
1)SEESHEET4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. '!' ,.•' I?� �s `
2)
SEESHEET 4 FOR SNUBBER REQUIREMENTS. .E.b 8705 P E
P 58705
FOR GLASS TYPES:
TABLE 11: PRODUCT REV1S®
Design Pressue(pao for 6lIgIB WOdows,Al Amber Groups 3)7/8".LAML IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) as complying.ith the Florida
Building Oodc
Window Width "PVB'=BUTAC VB BY KURARAY AMERICA,INC. Acoepmeee No /(o' 0'.�
under23' 25.16118' 27-718• 30-TV 32• 34• 37' 46' 53-W 60- �ir,i aDme �18
"der Zr +m-90 1 .701-W .70/-9D ♦m-W +701-W +70/-W +m-W .701-W +701•W +701-W B,
7fi16/18' +70/•W 1 +70I-W +70/-W +701-90 +701-90 a70/-W +70/-W +m-W +70/-W +70/-W � Minn• •c Pmdact
39' +m W- +m-W W+7DA +701-W W+7p1- +70%W +70/.W W+m- +7d53.2 +701-73.1
50.5f6" +m-W +701-W +701•W +701-80 +m•W +m-W +m-W +m50 SEE SHEETS 1
&4 FOR
6P +7D/-W +701-W ♦701-W +7(1188.8 +70185.8 .70181.7 +701-762
63' +mW m W W- + - +701- «mA4.4 +7dA1.5 .7d-T7.5 .701-71.9 WINDOW WINDOW
67" +7a1-80 +7d•W +7d85.6 +Td-78.3 +7d•75.3 +7d•71.2 HEIGHT ANCHOR m
72' .m-W +m89.6 +m-79.4 +7d•71.1 +r•6T.1 LOCATIONS
7s• +m-W «mae.a 2 +I-6&6 AND
84• +701-W +701-82.5 +701-727 CD
�WWr DDTM QUANTITIES. CD
LLI
TABLE 12: Z 02S o
Dealg"Plessue(p.0 for Windom Att..h d to a Vertical Fmme,A.-.,by TI0" NN
SEE SHEETS 1&4 J r'
WIM4w Width to*MAX FRAME FOR WINDOW d r
m urid"23' 2Si511C 27-7/6' 3D3V' 32 34' 3i' 46• 6318' 60' ASSEMBLY _ Ue 0
Anchor Anchor Anchor Archm Archer AMhor Anchor ANCHOR
TUBE LOCATIONS AND " Q
Anchor Group Anchor Group Anchor Group ' J
G.W Getup anwp Grew Group Grarp Group QUANTITIES.SEE %
A B I C D A B C&D A.C&D B AN All All AD All A0 AN WINDOW SHEET 3 FOR ANY (L
urder27 +m-W .7d-90 +701-W .m90 +m90 +To1-sD .mAO +7d-90 +7d50 +m-W +m430 +7d-s0 -W +mAO 7701 +7d50 HEIGHT ADDITIONAL N2515116' +m-90 .7d-W +m-W +m-W +m-W +701-W .701-90 .mb0 +7d-W +m-W +m-W +m-90 i+7G
701-W +m-M +m-BD +TO%90 ANCHORS W Q U+7d-70,6 +70f-W +m-W +m-79.7 +70F90 +m-W +7d�0 +7d-90 rm•W +m-W +7d-90 7 V .7 go «m•832+TON-7J.1 } I ADDRIONAL REQUIRED FOR+/-M.3 +701-W +m-90 +/.61.4 +701-s0 .m-W +m-W +7dA9.6. .m-90 +m90 +7dA0 701-W +m•W I WINDOW I ANCHOR THEFRAME � j Z
6" +/58.5 +1-05.8 +70184.T +m-W +/51.8 +7d91.2 .m90 +m90 +7a/-75.8+m9B6+m95.8 47d51.7 01-76.2 wl DTHlam' (4),IF REO. ASSEMBLY TUBE. "' Q
O fA
83' +/55.7 ./-03.8 «T0180.7+m89.5 ./-09.3 +7d-77.3 +m•W +m90 +7d-72 +m844+m81.5+7d-TT.6+70/-71.9 $ (n
W Z_
O ZC�
m _
OLU
a� • �a
TABLE 13• oE!
Oesgn PnaSu t(pso l6r Wlndm Alt3ched to a Halmntal Frame Assembly Res
B 37'3 3 46' S9 t✓ FRAME
WinS15116' 27718" 081d' 3Z' 4' dw WIQh 8' WIDOW -ASSEMBLY
nrdef73'2 ® oN r m
Anchor Arc?W Anchor N a
GfOup G�4 fioup Arch"GA)W A7Ch"G=p AMh"GM1JP AMh"Group Arch"GRNq Arc MrGinup AnchorG=p
AU AD All A,C&D 1 B AC&D B A,C&D B A B C&D A B C&D A B C&D A B C D } 10'MAX.
udel 24r +7D190 +7a/9D .7d90 +MM ,7W.M.4 «70/-90 .m.85.9 +70/-W .7d90.6 +7d40 +7d-74.3 +7d90 +7d 7&3 +11AT +m-W +/95 +151.7 +m-90 +158.5 +/45.8 +m84.7 .m9O I S =U m'yj 6
2i-1611E +m-W .70IS0 +7d9f1 +70/-00 +7d90 +70/90 +mb0 «m-W +7d80 .70184 +701-10 +7014D N$1.6 .70I90 +7d-w -158.5 .7dA0 .m90 +/SLB +mE1.2 +70/9D +m-90 ADORIO F z
39' +m-W +7D190 +Ta/90 +7d90 +70/9D +m90 +m9D +71119D +m9O +70/-9D +7d90 +7d849+7d-W.1 +m•9D +m77.8 .161 +m932 +18Q9 H54 +7d-79.1+m-73A WINDOW I ANCHOR aY 0
5r 505f8' +m-W +7d90 .Td-00 +m9D +7d90 +m-W -70190 +m-M .7d9D +7d90 +m-90 .7d90 +m90 +70180 +m80 1•t' a.IF REQ.
= 60' +m-9D +70190 +7d90 +7d8B8+m9B.B+m858+7W-aB+m81.7.7d91.7+701-762+7d.7r.2+m-762 WIDTH () Z z ¢
o w
U
63• +m90 .7a/90 .7a90 +7d84.4+7a1-84.4+7d81.6+m81.6+m-77.5 a7d-77.6.7D/-71.9+7d-71.B+70/-71.9
g 67' +m-90 +70/90 +70185.6+7d-7&3+m-78.3+7d-7&3+m-75.3+7d-71.2+7d•71.2
72' +m-W +m•89.5+7d-79.4.7d-7/.1+m-71.1 +r87.t +r87.t SEE SHEETS 1&4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES.SEE SHEET
�,,);
76' +m-W +m56.8+7D/77.z +15s.6 .r566 3 FOR ANY ADDITIONAL ANCHORS i ;! -•
84- +70190 +70182.6+7111•72.7 REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
NOTES: ..;!� ;r`.;.:.::',�:'•:v
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
/,A�LYNN;MILh6".E
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E#6870.5
FOR GLASS TYPES:
TABLE 14: PRODUCI'REVIS£D
Design Pressure(psa for Single Wedowe,All Anchor Groups 4)7/8"LAMI.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) as ma,plyingwi6i��0ida
Wi dwW th -PVW--BUTACITE®PVB BY KURARAY AMERICA.INC. Dui1�6-
Aazp1®ab 14o/b-o714.23$
undor27 2615/18' Z7-7/r 3D3/4' 37 34' 3r 46' 63iB' B0' Eaplrair00 Date
under Zr .7W90 +70/40 +70190 +70AN +701A0 +7d-90 a70190 a70/-90 +70/-90 +701-90
26-16116' +7d90 +70/90 +70190 +70190 +70190 +70190 +70f90 470190 +TU/-90 +701-00 hQj•7ni ads Prod9ct C0ulr
37 +70191) +m90 +7d90 +70190 +7d40 +70190 +70190 +7W90 ♦70/90 .7W21.2
rn 1? 5o& 0W9
8" +7D +70/90 +70f90 +70190 +713f90 +71290 +70190 +7W9&9 SEE SHEETS 1
&4 FOR 5T +71:1190 +7W90 +7a90 .76'90 +7W90 +70190 +M-84.6 WINDOW WINDOW
B3" +7a90 +70/90 a7W90 +70190 +70190 +70f911.1 +70f 79.9 HEIGHT ANCHOR z m
or +70190 +70/90 +7d90 +7d-87 +7a93.6 +70179.1 LOCATIONS
77 +7W90 +Ta9 •o + 88.2 +7d79 +7W 74.8
76" +7W90 +70dA0 +7W95.8 +7W-74 AND
84' +71y90 .7W90 +7d9D.6 �"'-Wwlp QUANTITIES.
W �>
.g%
TABLE 15: 0 06 0 0
Design Pressure(pea lbr WlydoW Attached to a Vertical Frame AseemWy Tube 10' FRAME Z °
I I I ASSEMBLY N t-
m Window Width J+- TUBE
nc Q J¢
unr23' 25-15/18' 21.7Ar 30914' 32' 34" 3r 46' 53119' 60' r ILL.
Anchor Anchor Anchor Anchor Anchor Anchor WINDOW _ co O
Anchor Group Anchor Group Anchor Group Anchor Group '�
Getup CiauP Group Getup Group HEIGHT
Group l70
A B C D A B C 6 D A,C 5 D S A0 AD A9 AN A,C 6 D B All AS W Q rc
under 23" +701-911 11 +70190 +701-90 .70/40 .701-90 +701-90 .701•90 +70140 +701-BO +70PM +701-90 +70140 +id90 +7a4o a7W-W +701-90 +70/.90 I I ADDITIONAL 04 EL
25-15/1V +7W90 +7o1-90 +7d-9D +7d-90 +7d9D +701-90 +7d90 +7d-90 +7W90 .701.90 +7d-9D +7d40 +7d-80 +7d9D .7W90 +701-00 +701-90 I WINDOW I ANCHOR - � W
39" +M.89.9 +70FT0.6 +7W.W 4M-00 +7a-79.7 +70190 470190 .M-90 +701M +701-90 +m-90 +7W90 +7W-90 +7d90 a7N-90 +7W9g 4701-812 '+1 WIDTH 1'� (4),IF RED. Go W 0 S
5olyr H99.3 .154.3 +7d-W .7d40 +191A +701M .70'-00 .70190 +7a99.6 +7W-00 .70190 +701-90 +7W-90 +7a-0&8 +7W-01.4
60. H58.5 +I-05.8 +7d94.7 +701-90 +151.6 .7d91.2 +70190 +7W-90 .701.75.6 +701-90 +7W-BD +70190 +7d94.8 O Z) 0 Z
SEE SHEETS 1 8 4 FOR WINDOW p (n OO
BY +/55.7 +143.0 +M-817 +7d99.6 .1d9.3 +7W77.3 +7a4D +Td40 .7d 72 +70LW +7d-BD *701-95.1 +7W-78.9 ANCHOR LOCATIONS AND QUANTITIES. 8 ° co
SEE SHEET 3 FOR ANY ADDITIONAL Y W Z
ANCHORS REQUIRED FOR THE FRAME (n W O
ASSEMBLY TUBE. �: a
O n
Z'^ r
u V Z b
m�0 aW a� "a
TABLE 16:
Design Pressure gnafar Wl ddws Attached to a HM7DI'!3 FMm ASSefnbly T506
Whd7a WIM FRAME
Ru
nder2S15I76' 27-T/B' 303'4' 3r 94" 3r 46', 53-IW 60- WINDOW ASSEMBLY m
Anchor Anchor HEIGHT TUBE I ® mo N N
Group Groat, Anchor Group Ambor Grom Anchor Gn9q Anchor Gotp Amtw GmW Anchor Group AmhDrGroup T >
AU A5 AC6D B A,CBD B A,CSD B A B C&D A B C&D A B C&D A B C&D T 1W S4��
° XL 2
UfdC73' «7W-W +AI-BD +7W9D +7W-W +7a9&4 .7W-00 +7d95.9 .70140 +70/90.8 +7a4o +7d-74.3 .7a4o +7d-76.3 N59.7 .7d40 +/56 +/51.7 .7a4o +/5&5 +/d5.8 .70/947 Z ui°-- 5
25.15116" +70PM +701-90 .7d-9D +711/-90 .70V-9D +70/90 +70190 +70190 .70140 .70194 +70190 +70"40 0976 +71Y4o +7a40 /M.5 +7a90 +70140, +/-51.8 .70191.2 .70/-90 m
w`-
<lb I ADDITIONAL
+70/-0 +70/-9 +01-0 +7 -90 0140 +70/ 0 .7010 +70140 +70 +70149.0 +70/ 8.1 +7o +7W-T7. +762 +70 +/ .9 +/ 470811z9B' ANCHOR
WINDOW
59&V +7a-9D +7W40 +701-90 +711-10 a7W90 +7W40 +7D/0 +7W90 +70/40 .Ta40 ..7a4o .7a40 +70148.8 +T/91.4 +7d98.5
WIDTH I`- (4),IF RED.
i 60r +7W-90 +7a4D +701-W a7d4D .7W40 .70190 +70190 +701-00 +7W90 +701-84.6 .7W94.6 .7W94.6 oZ Z
6T «701-9D +70/.90 +70ta) .79-90 +7a4o .701-90 .70/40 a01-86.1 .701-86.1 a70/-79.9 .701-79.9 .701-79.9 _
E 6r +7W-90 +7W-90 .7W-90 ,VV +7W-67 +Ta936 +7a99.6 .Ta-78.1 +7W-7g.1
� SEE SHEETS 1&4 FOR WINDOW ANCHOR
72' .7a-90 +701-90 +7d-0&2 +70/-79 +701.79 +7a-7Gfi +7a74.8
76' +7D/-W +701.9D .7d95.8 .701-74 -701.74 LOCATIONS ANDADDITIONAL
NCH SEE SHEET ...
3 FOR ANY ADDITIONAL ANCHORS I
es +7(kf90 .70/-90, +70190.8 REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
{
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 111
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •A LY.E.#60705 P.E
P.EJ/68705
i
FOR GLASS TYPES:
TABLE 17:
PRODUCT REVISED
Design Pm.ame(psf)for Single Windows,An Anchor Groups 5)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-:090"SG-3/16"AN) ns o"mplylae wllh the FlarWa
B.jmWindow Width 6)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) A=pt Code 1G-o-14:23
under 23'1 3/511(r I 27-7/6" 303/4' 32 34` 37- 1 46` 53A/w w` Equrafioa vae 1$
under 23' 4901-130 +9a-130 ♦9a-130 49a-130 49a-130 +9a-13o +0430 +9d-130 +9a-130 +W-130 "SG'=SENTRYGLA Y KURARAY AMERICA,INC.
25.15'1E +901-130 +901.130 490/-130 49d-130 aid-130 +9a-130 +90/-130 -0-130 +90/-130 -OW B
M �
39` a901-130 +90I-130 a9d-130 a9a-130 +9a-130 +9d.130 ago-130 s9a.130 +9a-130 +901.130 Pr"R
SO&E +9d-130 +9d-130 +9a-130 +9111-130 +gd-130 +90/-130 +9a-130 +901-130
60` +9d-130 +9a-130 +90/•130 +9a-130 +W-130 .-430 +B01-130 SEE SHEETS 1
63' +9d•13D +W-130 +9d-130 .9a-/30 ,9a•130 +901-130 +9d-130 &4 FOR
a"m
� 6r a91Y-130 +ed-130 .901-130 +Bd.130 .Bd-130 +901-130 WINDOW WINDOW �
7T +9a-130 .10-130 .901.130 +9d-130 +Ba-130 HEIGHT ANCHOR
LOCATIONS
-1 -13 -1307E +ed-13o ,d a0
8' +9d-130 4d-1o ,a .BO I AND
WIDTH
-/
QUANTITIES. '
a
r
TABLE 18: Z ptf o
Design Pressure(pso for Windows Attached to a Ve tcal From Assembly Tubs
SEE SHEETS 1&4 J '
Wlnrbw WItlM 10'MAX. FRAME FOR WINDOW
m order 23' 31511E Z7.7lE 30-3r4• 32 34• 37' 48' 53118' 60' ASSEMBLY
ANCHOR `" (7
Anchor Anchor Anchor Anchor Anchor TUBE LOCATIONS AND c
AnchorOroup Anchor Group Anchor Group AnctmGroup Anchor C+mq
Getup Group Group Getup Group QUANTITIES.SEE rc" � J m
A B C D A B CAD A,CAD B All An &CAD B A.CADR+; -
Au A6 All WINDOW SHEETS FOR ANY Lu ¢ `n
urdef23` +70%90 +70140 +7d-90 +7a90 +7d90 +7d90 +70/s0 +7tg-90 +7a-9D +ia-90 .7a-90 .701-90 NaAO .7d•90 +7d-90 .7aJD .701-90 HEIGHT ADDITIONAL N W
�T 251916' .7a-90 +7fY90 +701-90 +701-90 +701-90 +7a-0t1 +M-90 +7dA0 +7a-90 .7d-9D +7a-90 +7a-BO .7a-BO NfY-6o .7a-90 +7(y-9p .70/-90 ANCHORS - W ❑ (n
lit 39' +701.89.9+7a•70.6 +7d90 +Ta90 +7d•79.7 .7a-90 r7a90 +7d90 +7a-90 +7d-90 +7a•90 +701-90 +7a-00 +7a90 +701-90 .701-90 4701-90 ADDITIONAL REQUIRED FOR DD a;f-•
TT WINDOW a;
60-6/9' +M.3 +136.3 i7a-e0 +701-90 M1.4 +7a90 +7a-90 +7a90 +7a99.e +7a-90 +7d.90 .701-90 +7a-90 +70r.B0 +7d90 I,� ANCHOR THE FRAME Do � �.
WIDTH (4),IF REQ. -•pp ❑ O Z
60` H5B.5 +l-05.8 +7a94.7 +7d-90 i/51.6 47a91.2 +7d90 +7a40 +7a-76.8 +7a-90 i7a•90 +7a•BO .7a-90 +71g-BD ASSEMBLY TUBE. o Q O
63' +F55.T +/43.6 47a40.7+Ta99.5 +l-09.3 +7d-T7.3 +7a9D +7fY40 .7a 72 +7d90 a7a-9D +Td-90 .7d-88.5 +701-9f1 ❑
Y W Z s
11 � ti
C7
Z Z c e
cooU �S
O 4
TABLE 79: I > o u,LU
O❑ t'a
Design Pressure(ys9 brWMWd sAttaded to aHonzOma Frdme Assemby Tice i o y
J-8�7
FRAME
Whdas WlM WINDOWASSEMBLY
uder2r 25-15116• 2770 3D-V4' 32` 3C' 3r 46' 53-118' 6P
HEIGHTTUBE
Anchor Arc- Anchor
Group Creep
tromp ArcharGrolq Anchor Getup AnchOrGrbup AnchwGroup Atthrt GmlQ Arcror Gtwp Anchor GetupE
AN AD All A,CAD B A,CAD B A,CAD B A B C80 A B CAD A B CAD A B C D 10'MA%.
o x�
ender 23` +70/-00 +70/-BO +id90 +7d40 +70/99.4 1707-911 .7a-�.9 +70/-W .7d-0(I.g .7d90 .7d-743 +7d90 +7d-76.3 Ndg.7 +7d90 .1-66 +151.7 .7d•g0 +/Efl6 +/d5.8 +7db4.7 +7d-00 m W o.
31511E +70/-00 470140 +7d-00 .7a90 +7d90 +7a-90 +7014)0 +701-90 .7a-00 .7d44 +70/-9D +7d90 +/-67.6 +701-00 +7a 90 ./56.5 +7d-90 +70/-90 +/51.8 +7a91.2 a70F90 +7d90 =c-'m M a
U-
39• +70/-90 +7a90 +7d90 .70140 +70'40 .701-90 +70100 +701-00 +70/90 +701-00 .Tor.90 .7d40 +7a-M +70/40 +70m +70m +7D'-00 +701-90 .701.862 .70/41 +70/4)0 +7014)0 vi
DITION r O 0 0
505B' +7a•90 ♦701-00 +7d-0D .701-90 +7d90 +7a40 +70/90 +TU40 .7a90 +7d4g .701.90 +7d40 +70P90 .70140 +7a90 I WINDOW I CHOR >a s
m 60• +701-90 +7a-0D +7d4D .7a4g +7d40 .70/9D .7a-00 +7a40 +7a40 +7d-0D +7d90 +7d90 ~1 WIDTH I'�- (4),IF REQ. Z W
oZ
$ 67 +7a-90 +70/9D +7d90 .70190 +701-00 .7D/40 +70140 +70140 +70140 +7d40 .70140 .7d40 U
E 6r +701-90 +70140 .7a-90 .7a90 +70r90 +70/-9D +70140 +70/4g 1.7a91)
7a-90 +7a40 +7d90 +7a40 47d-00 +7a40 +7a40 SEE LOCATIONS
1 84 FOR WINDOW ANCHOR
72' +
LOCATIONS AND QUANTITIES.SEE SHEET
76' +7a-90 +7a-00 ♦713190 1 MMD +7d40
3 FOR ANY ADDITIONAL ANCHORSgum
.
84• +70/-90 +701-00 +7(Y4D REQUIRED FOR THE FRAME ASSEMBLY
TUBE. w "
NOTES: '.:...:....:..
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. (t A!LYNtII MILLER.P.E
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.X 68705
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-T6 Alum.
3 7003 Sash Top,Bottom&Side Rail 6063-76Alum.
4 7008 Frame Corner Key Steel
5 7009 Sash Comer Key Steel AS REQUIRED PER 2
6 7078 Frame Gasket Vinyl Foam I 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 Lack 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 D
i
16 7029 Maxim Projected Operator Steel
7
17 1 7030 Operator Gasket VlnylFoam
18 7031 o eratorBackin Plate Steel
19 7051 Operator S 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 SetVnc Block 5/32"x 3/16"x 1-1/4" EPDM
33 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM
35 7036 Bead B 6063-T5 Alum. 85
36 7042 Bead C 6063-TB Alum.
37 7059 Bead D 6063-76 Alum.
38 1224 Vinyl Bulb Wst Thick Flex PVC 70
39 1225 Vinyl Bulb Wst Thin Flex PVC 70 1
i
5o Dow 899 Silicon Backbeddingb j
60 7006 Screen Frame 3105-1-114Alum. 1
61 7040 Screen Corner Key Polypropolene 6 1 0
62 Screen Cloth Fiberglass
63 1635 Screen Spline EM.PVC 4 INTERIOR I
64 320 Casement Screen Spring Stainless Steel
70 134 Add-on Flange 6063-TS Alum. j
71 7004 Frame Ass Tube 6063-TB Alum.
72 Maxim Pivot SliderAssembly Steel PRODUCT REVISED i
80 #8-32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel 86 m complying with the Florida
Bonding Code
81 1157 #Sx 1/2"Ph.Pn.SMS Stainless Steel Acceptance j10 071¢.2 b I
82 #8x 5/8"FI.Ph.SMS Stainless Steel ! ReW-d By: Dote: Revisf^n B: Ti n Date
Stainless Steel .
$3 #$%7/8"F.H.Pit.SMS Revised By: Dote: Rnision A: M1ri Do&Product
84 #8x 1"FI.Ph.TEK Stainless Steel ;-
85 #8 x 1"Quad Pn SMS Stainless Steel
86 #8 K 1-1/2"Quad Pn SMS Stainless Steel '•�' 6(�( (j: . , ® DesorpD"^= Drawn ey:
87 #lox-2/2Ph.Pn./TEK stainless steel BOM AND CORNER VIEW J ROSOWSKI
� +; 1070 TECHNOLOGY DRIVE Me: Date:
89 #10-24 x 9/16"Ph.Pn.TYPE F Stainless Steel N. VENICE. FL 34275
90 1#12 x 1"Ph.Pn.TEK Stainless Steel
'r;:'- P.O. Box 1529 AWNING WINDOW DETAILS-LM&SM. 08/08/12
' �' NOKOMIS, FL 34274 Series/Model: Scole: Soeef: prawing No. Rnr.
0.LYNN MILLER.P•e CERT. OF AUTH. #29296 AW-740 NTS 10 OF 11 MD-AW740LM B
P.EJ158705
NOM.
NOM. 434•
SILICONE HOT-MELT BUTYL 2.919• .125•
STRUCTURAL
SILICONE .067 2.701•
STRUCTURAL FOAM 3/16°NOM, NOM.
POLYISOBUTYLEN 1/4"NOM. _
WITH DESICCANT DESICCANT 1.159°WITH 062
EXT.GLASS EXT.GLASS p,7gq• 2.139"
.093•
O1 FRAME HEAD, 3 SASH TOP, 71 FRAME
SILL&JAMB O BOTTOM&SIDE ASSEMBLY TUBE
INT.GLASS INT.GLASS #7002,6063 T6 #7003,6063-T6 #7004,6063-T6
9 KODISPACE 107 SUPER 1.356• -
4SG TPS SPACER@ NXT'"' �1 I .040• 1.000" 2so3• .{
1 -�.441• I 1
A23" f---t•
.095• I .093'
ALUMINUM FIXED •093"
REINFORCEMENT
POLYIS4 DESICCANT FILL AREA ANCHOR PLATEO SCREEN FRAME ADDON FLANGEO
5l16"NOM. BU�FYgEAL 5116•NOM. 2 #7071.6063-T6 60 #7006,6063-T6 70 #134,6063-TO
BUM& SILICONE SEAL
DESICCANT ROLL-FORMED .
FOAM STAINLESS STEEL 706•
.523'
EXT.GLASS .050" .�0• �
EXT.GLASS
.865• .865'
INT.GLASS INT.GLASS
DURASEAL@ 103 XL EDGET"" 35 BEAD B 36 sEAD G
O #7036,6063-T6 #7042,6063-T6
,oz
SPACER SPACER
.172'
Part# Description Material .870, .050•
100 Kommeding 4SG TPS Spacer System T7� 1-- .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
103ER Cardinal Edge Spacer
REFENCE TEST REPORTS:I-IL-8717,8968&8970 "` Revised By: Dote: Revision 0:
Revised W. Dote: Revision A I
® Description: Drawn By:
CL 6 I�tI(� EXTRUSIONS&SPACERS J ROSOWSKI i
+ •.'�''',. 1070 TECHNOLOGY DRIVE Title: Date:
- N. , FL P.O. BE 154 AWNING WINDOW DETAILS-LM&SM 08/08/12
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