HomeMy WebLinkAboutNotice of Acceptance (3) LSO ! File Copy
i
MIAMIO E MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) j 11805 SW 26 Street,Room 208'
BOARD AND CODE ADAM41STRATION DIVISION T(786),'315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) .ywn'.miamiaade.Eov/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. Ifl 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 "CA-740F Fixed Casement"AIuminum Fixed Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details -
LM", 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 i
LABELING: Each unit shall bear a permanent label with the manufacturer's n6 a or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unIess 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 liieen a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
1 11
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 re uest of the Building Official.
This NOA revises NOA#15-0519.15 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.
! i NOA No.16-0629-22
hiFpMt-DaD�ECQO►vn Expiration Date: April 11,2018
Approval Date: August 11,2016
Page 1
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PGT Industries Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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A. DRAWINGS
1. Manufacturer's die drawings and sections. i
(Submitted under NOA No. 12-1218.11)
2. Drawing No. MD-CA740E-LM,titled"Fixed Casement Window Details—LM",
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.
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B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading pi r FBC,TAS 202-94
2) Large Missile Impact Test per FBC, TAS 261-94
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,usi Mg: Kodispace 4SG TPS
spacer system,Duraseal spacer system, Super S acer XTT spacer system P Y � P Y � P P N ,� p y m and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL28970, dated 11116115,
06/07/16 and 06/02/16 respectively, all si ed and sealed b Id Ortega,P.E.
� Y g�
2. Test reports on: 1)Air Infiltration Test,per FBC, IIAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 24111.3.2.1, andiTAS 202-94
along with marked-up drawings and installation diagram of a series CA74OF
aluminum fixed casement window,prepared by Fenestration Testing Laboratory, Inc.
Test Report No. FTL-7063, dated 09/17112, signed and sealed by Marlin D. Brinson,
P.E.
(Submitted under NOA No. 12-1218.11)
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. 15-0519.15)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Econimic Resources(RER).
2
� I Manuel 1'.1�.
Product Cont I E miner
NOA No. -0629.22
Expir l tion Date: April 11,2018
Approval Date: August 11,2016
E-1
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PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12111/16.
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. 15-0519.15)
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. 15-0519.15)
3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda,P.E.
G. OTUERS
1. Notice of Acceptance No. 15-0519.15,issued to PQT Industries for their Series "CA-
= 740F Fixed Casement"Aluminum Fixed Window L.M.I. approved on 07/16/15 and
expiring on 04/11/18.
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Manuel Perez .
PI oduct Control Exa in
NOA No. 16-06 .22
Expiration Date: April 11,2018
Approval Date: August 11,2016
E-2
6116,LAMINATED 11�� 7/16'LAMINATED ll��
DESIGN PRESSURE RATING IMPACT RATING GLASS STACK I- GLASS STACK
GENERAL NOTES:SERIES740 VARIES, RATED FORLARGEBSMALL I P@ 6so'SGPBYKURARAY
IMPACT-RESISTANT FIXED CASEMENT WINDOW .090'BUTACITE V8 3/16'ANNEALED OR AMERICA,INC.
SEE SHEETS 6.10 MISSILE IMPACT RESISTANCE 1/8'ANNEALED BY KURARAY HEAT-STRENGTHENED
GLASS AMERICA,INC. GLASS 3/16'ANNEALEDOR
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY IIW ANNEALED GLASSTRENG7HENED
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60'WIDTH EXTERIOR 39 GLASS EXTERIOR 3B GLASS
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53"VISIBLE LIGHT WIDTH(DLO) - a —� I —�
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE B,SEE SHEET 2 11/1 ES 11/16'GLASS
4 MAX 35 SITE 35
DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS
ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST 4°MAX. 1 1
TEMPERED.
19"O.C.MAX.
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE IF JAMB IS 32 60 W
ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. OVER 60".
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN —t- GLASS TYPE 1 'GLASS TYPES 2&3
PINE,ASTM COO CONCRETE MASONRY UNITS AND CONCRETE ---------------.------ 7/6•NOM 7/6'NOM.
WITH MIN.KS PER ANCHOR TYPE,SEE TABLE 3,SHEET 4.
GLASS STACK bn6'LAMINATED GLASS STACK 7/16'LAN9NATED
ASEE
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE 69" A / SHEET 2 76° cuss STACK Guns sipcK
CONSIDERED 1X INSTALLATIONS.iX WOOD BUCKSARE VISIBLE HEIGHT 1/8"ANNEALED ANNEALED OR
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. LIGHT / Guss
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. HEIGHT / 7/16'glRspq o 1/4•uRspACE HEAT-STRENGTHENED GLASS
1X AND 2X BUCKS HEN USED SHALL BE DESIGNED TO pVB y KURAE AMERICA.
ICA.I KUItARAr
(W ) (DLO) VB'ANNED GLASS
pVBBYA.INC. Y 311fi•ANNGLASS AAIERICA,INC.
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK TEMPERED GLASS AMERIG,INC. GLASS
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 118'ANNEALED 39 3116"ANNEALED OR
ENGINEER OR ARCHITECT OF RECORD. 23"O.C.MAX. 38 GLASS EXTERIOR HEATSTRENGTHENED GLASS
IF JAMB IS EXTERIOR 7-
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND 60'OR LESS. G7 11/16"GLASS 11/16'GLASS
WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT I 37 BITE 37 BITE
EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4.NARROW
JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 1 1
INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL 23'O.C.MAX.IF LAB 19'O.C.MAX.IF /'��
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEAD OR SILL HEAD OR SILL %m 50 50
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE IS 60'OR LESS. IS OVER 60". 32 32
SCOPE OF THESE INSTRUCTIONS.
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE GLASS TYPES 4&5 GLASS TYPES 6&7
THE PRODUCT E UIREDOT SH TO AT
AN HOR LOCATION WHERE
SHIMS NP'ELEVATION OF FIXED CASEMENT WINDOW 7/8•NOM.
GLASS STACK I I LAMINATED
GLASS
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY cuss STACK
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS TABLE 1:
IMPOSED ON THEM BY THE WINDOW. 3116'ANNEALED OR
Glass Types Sheet# 114'AIRSPACE HEATSTRENGTHENEDGLASS
7)DESIGN PRESSURES: 3(16'TEMPERED •', .090'DLIPONTSG9BY
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST GLASS KURARAY AMERICA,INC.
1 5/16"Lem!(1/8 An-.090"PVB-1/8 An) 6 3116'ANNEALED OR
PRESSURE,FRAME ANALYSIS AND GLASS PER TASTMEST E1300. 39
2 7116"Lami(3/18 An-.090"SG-3/16 An) 8 HEAT-STRENGTHENED GLASS
B.POSITIVE DESIGN LOADS BASED M WATER TEST PRESSURE, EXTERIOR
STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 3 7/16"Lemi(3/18 HS-.080"SG-3/16 HS) 9 ;
PER ASTME1300.- - - - --- -4-7/8'-Lemi.-IG(1/8"-An=7/16'-Air-1/8"-An-.090"-PVB---1/8'An---10-- -- -- - — — --I— _1.11-16•GLASS____
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 5 7/8'Lem).IG(1/8'T-7/16"Air-1/B"An-.090"PVB-1/8'An 7 37 BITE
TO RESIST THE WINDLOADS CORRESPONDING TO THE 8 7/8°Lem].IG(3/18°An-1/4"Air-3/16'An-.090"SG•3/16'An 1 B
REQUIRED DESIGN PRESSURE.THE 33-1/3`/o STRESS INCREASE 7 7/8"Lami.IG(3/l6'An-1/4'Air-3/16'HS-.D80"SG-3/16"HS .9
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 8 7/8"Lemi.IG(3116"T-1/4"Air-3/16'An-.090"SG-3116"An 8 sre 50 PRODUCT REVISED
LOAD DURATION FACTO R WAS USED FOR THE EVALUATION OF 9 71B"Lami.IG(3116"T-1/4'Air-3/16'HS-.090"SG-3/16'HS 9 32 as complying Wi1kOnFktli4s
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT 'PVB'=BUTACITE&P INTERLAYER BY KURARAY AMERICA,INC. BwldmgCoda 16 O6Z9.22
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Ln�B GLASS TYPES 8&9 Acrcpta6x TJo
- -- "SG"=SENTRYGLAS NTERLAYER BY KURARAY AMERI ,IN
- --REQUIREMENTS`OP-THE FLORIDA'BUILOING CODE - --- - --- ------ ----- - --_— PPIIF, C-xPLmG°^D'r° �I
CORROSION RESISTANCE. %\� ypt(d A7l((- i ---ReTsea Ayr-Dafe�- -
�. �i. ADDED SPACERS TO By
( TASE R JR 05/05/16
9 REFERENCES:TEST REPORTS FTL-7063.3679,3580,3724: ��p��•' •�t1SE J{�� SHEET 17. Miami ode Product
GENERAL NOTES.............................1 ._
ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NDS ELEVATION.......................................1 Revised By. Date: Revision A:
FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN GLAZING DETAILS...........................1
MANUAL. - INSTALLATION.................................2 _M1;
�• 2- Omxn By:
ASSEMBLY TUBE DETAILS.............3 I.T Description:
STANDARDS USED: ANCHOR SPECIFICATIONS............4 GENERAL NOTES&ELEVATION J ROSOWSKI
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ANCHOR QUANTITIES.....................4-5 �1 5 FT P C.D l 1070 TECHNOLOGY DRNE T;tic: Gate:
DESIGN PRESSURES......................6.10 .7 4.-'.,� `
•ASTM E1300-04 ASSEMBLY DETAILSIBOM..............11 ��'Q��'••„FLOR�,•' �;. N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12
•ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION P�.
P.O. BOX 1529•ALUMINUM DESIGN MANUAL,ADM-2010 �/ `�vIC)I�l' � NOKOMIS, FL 34274
AISI-S100.07/S2-2010 7 /Ij1 � Shcel: DrowingRev:A L1/f�tJ IIA{L�ER, . . CERT. OF AUTH. #29296 CA-740 NTS 1 OF 11 MD-CA740E-LM B
P.E.#58705
INSTALLATION EDGE INSTALLATION INSTALLATION
DISTANCE EDGE DISTANCE OPTION 2 OPTION 4
OPTION 1 INSTALLATION CONCRETElCMU INSTALLATION
INSTALLATION ANCHORS ANCHORS DIRECTLY PER ANCHOR ANCHORS DIRECTLY
INTO 2X WOOD. RE011IREMENT BUCK WIDTH INTO METAL.
EMBEDMENT INTO MASONRY.
TYP.ANCHOR 1/4"MAX
TYPE SHIM
EMBEDMENTAND AS REQUIRED
EDGE DISTANCE 4 PER TABLE 3, 2 :E STEEL
LING
PER SUBSTRATE, •a. SHEET4 SELF•DRILTABL
SEE TABLE 3, 3 SMS,SEE TABLE 3,
AS REQUIRED 1 SHEET4. SHEET4.
PER TABLE 3, 2 !ll
SHEET4
DADE APPROVED
3 EDGE MULLION,ALUMINUM,
DISTANCE III(—�IjJ�II STEEL FRAMING OR
38 39 35-37 STEEL STUD.
35.37 —
EMBEDMENT
VISIBLE LIGHT WIDTH(DLO) 1 EXTERIOR
70 WINDOW WIDTH
OPTIONAL ADDON
FLANGE @HEAD, HORIZONTAL SECTION A-A
SILL 8 JAMBS
SEE DETAIL�_
Al,BELOW NOTES:
NOTES: 1)WHEN INSTALLING VISIBLE LIGHT FORMULAS
WINDOW ID
COMBINATION UNITS, WIDTH:WINDOW WIDTH-7
1)USE ONLY SUBSTRATE-APPROPRIATE
HEIGHT VISIBLE ADDITIONAL INSTALLATION HEIGHT:WINDOWHEIGHT-7
LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. / / ANCHORS MAY NEED TO BE
HEIGHT FOLLOW EMBEDMENT AND EDGE / ! / 10'MAX INSTALLED THROUGH THE
DISTANCE LIMITS.ANY INSTALLATION / /
(DLO) BUCK OPTION SHOWN MAY BE USED ON ANY WINDOW FRAMES AT 10"MAII.
HEIGHT SIDE OF THE WINDOW. �_ _ FROM EACH 510E OF THE FRAME '
EXTERIOR r� � / ASSEMBLY TUBE CENTERLINE.
a2)ALL WOOD BUCKS LESS THAN 1-112' - / SEE TABLE BELOW:.
THICK ARE TO BE CONSIDERED 1X 10"MAX —�I I _/ Additional Anchors Required on each
INSTALLATIONS.IX WOOD BUCKS ARE f — _ Side of the Frame Assembly Tube(FAT)
OPTIONAL.UNIT MAY BE INSTALLED I - r Window Anchor pe
DIRECTLY TO SUBSTRATE.WOOD BUCKS L—�SEE DETAIL A2,BELOW a Width A B,ty
C&D
DEPICTED AS 2X ARE 1-112-THICK OR 1 m 17•-22.9° 0 0
GREATER.1X AND 2X BUCKS(WHEN USED)
_ SHALL BE DESIGNED TO PROPERLY y 23"-25.1• 0 1
TRANSFER LOADS TO THE STRUCTURE. 2V. 1 1
—- —--- ---- ---- - — 39 —WOOD BUCK DESIGN AND INSTALLATION-- - r_ Window Anpho,Type _
IS THE RESPONSIBILITY OF THE ENGINEER g A 8,C 6 D
OR ARCHITECT OF RECORD.MAXIMUM 17•-22.9' 0 0
3 SHIM THICKNESS TO BE 1/4'. 23•-25,9' 0 1
1pr 1 DETAIL 26'+ 1 1
DETAIL PRODUCE REVISm
By
4 Al A2
as camplyir!g with tFp FIaf6Sn
Beldmg Code
,,�,�,,�i6•o6z4.22
�_. ------ -— — — — —----- - —1X,W0OD-- - E t Date ---
-Revised-Byr--Dote. -_— `Re++�sf6n B:�——�_ � 20I8
BUCKSTRIP,
SEE NOTE 2, Mimi ado ProBus•2
HIS SHEET. Miam
Revisetl By: Dote: Revision n:
TYP.ANCHOR TYPE, 114"MAX SHIM -
I!:!!t
EMBEDMENTANDEDGE -
DISTANCE PER SUBSTRATE, •" T y 0 Description: Drown By:
SEE TABLE 3,SHEET 4. CONCRETE • EMBEDMENT b GENERAL NOTES 8t ELEVATION J ROSOWSKI
PER ANCHOR a `. + :...(6 ' Date:
REQUIREMENT ...•, 10N.0 VENICE,OF003427g E Title:
INSTALLATION OPTION 3 P.D. E, ,s29 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12
INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B NOKOMIS, FL 34274 5erlcs/h!odcl: Scale: Sheet: Drawing No. Rev:
1X BVCKSTRIP INTO MASONRY. A LYNN MILLER P.E.
P.E.#58705 CERT. OF AUTH. #29296 CA-740 NTS 2 OF 11 MD-CA740 - B
FIXED CASEMENT(0) FIXED CASEMENT/CASEMENT(OX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISSID
as a nplyins with ft Ftwift
Build7n6 C'nde
A-I,.. TLo l6-ow7A.22
FIGURE 1: t:xpirate o Date )$
FIGURE 2: 740 SERIES
AWNING - - py
IT C I 0 F .
WINDOW` Mimn'Dadc Product Cmi
WINDOW / / 13 FRAME ter/
/ / -- ASSEMBLY
HEIGHT I �� ---------- - TUBE FRAME ASSEMBLY TUBE NOTES: m
10',SEE NOTE T 'O 1 DIMENSIONS SHOWN ARE
THIS SHEET 740 SERIES \ TIP-TO-TIP DIMENSIONS FOR EACH
_-
CASEMENT INDIVIDUAL WINDOW.FOR SIZES NOT L,
WINDOW' SHOWN,ROUND UP TO THE NEXT O
1 WINDOW I_ / / AVAILABLE WIDTH OR HEIGHT �
-�-1 WIDTH Imo- 740 740 DIMENSION SHOWN ON THE TABLES. J ZQ
SERIES FRAME SERIES 'E r O1U
FIXED ASSEMBLY - FRAME 2)ANY 740-SERIES PRODUCT U) e r
CASEMENT TUBE CASEMENT -- _ �ASSEMBLY�� (CASEMENT,AWNING OR FIXED J o�
WINDOW WINDOW`
E TUBE CASEMENT)MAY BE ATTACHED TO J Q
11i /rE ---__1740 SERIES _ THE FRAME ASSEMBLY TUBE.FOR
FIXED ALL WINDOWS,USE THE WINDOWS O .-
CASEMENT / NOA FOR ANCHORAGE,SIZE AND W L.L
WINDOW �� DESIGN PRESSURE LIMITATIONS. O Q
\ *SEE PRODUCTS NOA FOR W O a
3)ALLWINDOWSINTHE
0 H
INSTALLATION SPECS 04 m
740 SERIES COMBINATION UNIT MUST H ABLE TO
INDIVIDUALLY COMPLY WITH THE = Z
FIXED EXTERIOR REQUIREMENTS OF THEIR O } m f
CASEMENT 1� / / RESPECTIVE NOA, r F-. o Z
WINDOW V / o 6 O m Z
4)FRAME ASSEMBLY TUBE TO BE W
740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN
AWNING CASEMENT DETAILS,WITH MIN.#12 X 1"SHEET
FOR SINGLE UNITS: WINDOW' WINDOW' ETAL SCREWS.USE THE SAME (n
SPACING AND QUANTITY AS THE Q
1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1"SMS THROUGH FRAME OPPOSITE FRAME MEMBER O W 6
AND GLASS. INSTALLATION HOLES
FRAME ASSEMBLY �i` �� °Q
5)THE FRAME ASSEMBLY TUBE MAY m q
ASSEMBLY TUBE NLL a.X n V
2)KNOWING YOUR ANCHOR TYPE NOT EXCEED 62"IN LENGTH(AS USED $
AND SUBSTRATE,DETERMINE TUBE IN A-63"FLANGED WINDOW)OR BE
YOUR ANCHOR GROUP FROM MIN.#12 X 1.MIN.#12 X USED IN TEE OR CROSS o: Ll" ~LL
TABLE 3,SHEET 4. 1-SMS THROUGH
CONFIGURATIONS.
THROUGH
THROUGH 740 SERIES m
INSTALLATION Z in m
3)FROM SHEETS 6-10,FIND THE INSTALLATION CASEMENT HOLES 6)THE FRAME ASSEMBLY TUBE IS
-- ---SHEET-FOR-YOUR GLASS-TYPE - - --- - -- - __ ---HOLES_ _ WINDOW _NOT REQUIRED TO BE CLIPPED TO a m N
FIND THE PRODUCTS DESIGN THE-SUBSTRATE.-ALL EXTERIOR--- -
PRESSURE FROM THE TABLE 740 SERIES
740 SERIES FRAME JOINTS TO BE SEALED BY INSTALLER.
LABELED'DESIGN PRESSURE FIXED EXTERIOR CASEMENT
CASEMENT nn ASSEMBLY WINDOW 740 SERIES
(PSP)FOR SINGLE WINDOWS,ALL WINDOW V TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, z
ANCHOR GROUPS'. CASEMENT ADDITIONAL INSTALLATION ANCHORS o 0 0
HORIZONTAL SECTION C-C a a WINDOW MAY NEED TO BE INSTALLED o a o
4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT c z z
TIP-TO-TIP.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF' -
- --SHOWN�ROUND_UP-TOTHENEXT-_-FOR-EACH WINDOW IN A COMBINED ASSEMBLY: _ ___ _VERTICAL SECTION D-D _ VERTICAL SECTION E-E FRAME ASSEMBLY TUBE
AVAILABLE WIDTH OR HEIGHT - - - --- CENTERLINE=SEE-TABLE-BELOW:---- -- - -- -- ---_
DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Addi l.nal Amhom Required on each -
TABLES. Side at th.Frame Aseambly Tub.(FAT)
5)USING THE TABLES LABELED 2)FROM SHEETS 8.10,FIND THE SHEET FOR YOUR GLASS TYPE. Window Anchor 7 jpa ,
'WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "WINDOWANCHORS REQUIRED-(TABLES 2A&2B,SHEETS 4&5).THIS MUST BE DONE FOR EACH WINDOW IN 'a'- Width A B.C&D
(TABLES 2A&2B,SHEETS 4&5). THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP,FOR SIZES NOT SHOWN,ROUND UP TO 17"-22.9" 0 0
DETERMINE THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 23'-25.9" 0 1 , '
ANCHORS NEEDED IN THE HEAD, 29'+ 1 1
SILL AND JAMBS OF YOUR 4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED'(TABLES 2A&213,SHEETS 4&5),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND a WindowRA
hor Ty - 6
WINDOW. JAMBS OF YOUR WINDOW. u. Haight B,C&D6)INSTALL AS PER THE 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 2T_22.E0INSTRUCTIONS ON SHEET 2. 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'* 1 A.LYNN MILLER P.E.
P.Edt 58705
II I i
Lung side
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_ J ROSOWSKI 08/08/12 az - ® De—iption:ANCHOR TYPE AND QUANTITY1070 TECHNOLOGY DRIVE Title:mN. VENICE. FL13427s FIXED CASEMENT WINDOW DETAILS-LMP.O. BOX 1529NOKOMIS: FL 34274 SerleslModer. Scole: Sheet Drcwing No. Rev. 1�
CERT. OF ALITH.!YY9P96 CA-740 NTS 4 OF 11 MD-CA74OF-LM B .
1
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R.Wi.d By. Dole: Revrsion A p m D ,•.
a
Drawn By: Dole: e
J ROSOWSKI 08/08/12
.
md, i ® Descr7plion: B'
ANCHOR TYPE AND QUANTITY
1070 TECHNOLOGY DRIVE Title: n1
in N.P.O. B, FL;39 FIXED CASEMENT WINDOW DETAILS-LM �N
P.O. BOX 1529
NOKOMIS, FL 34274 Saries/Model: Scale: Sheet: Draring No. Rev:
CERr. of aurri.!gz9z9e CA-740 NTS 5 OF 11 MD-CA74OF-LM B S0
FOR GLASS TYPES:
1)5/16"LAW(1/8 AN-.090"PVB-1/8 AN) P mm*.g with lT
as complying with tlia 61f4$i€L
BUTACITEu VB INTERLAYER BY KURARAY AMERICA,INC. Guil pio Cc doda o��O'Ow 22
\cilding
E.piration Dore Wig
TABLE 4:
❑ Design Pressure(pat)for Single Whdo ,All Anchor Groups I By
J+.- Miorni •Product
soon sloe
uMsr23• 2515116' 275/4' 3&tl2' 37' 44' 46•1/4' S&1/e' 1. 83' LONG
SHORT
under 23' +70/-90 +701-90 ♦RUAO +7m-90 +7m•90 +7m4>0 +7mA0 ,7m-gD ,70F9D .7m-90 SIDE SIDE
251511W +701-90 +701-90 +7m-00 +701-90 +701-90 +701-90 +70190 +701-90 +701.90 a7m-9g m
37' +1m-90 +701-90 +7m-90 +7m-90 +701-90 +701-90 +7m•00 +701-84.1 +701-T7 a7m•70.1 T
44' +701-90 +7m90 +70/9D +7m90 +7m9g +7DI90 +TmA4A +601-70 .601-67.8 +6m91.3 } I` LONG I SHORT I- J
a 48.1/4' +701.90 +7m-90 +Om90 +701-90 +701-90 +7m94.1 +7m9DA +6m-70 a6D/-63.2 I f SIDE -�-I SIDE IT- '
53-1/8' +7m-90 +7m-9D +7m90 +7m-90 +7m-86.1 +6m-70 +601-70 +601.67.5 0
3 58' +701-90 +701-90 +7m-90 +7m93.2 -M77 +6me7.8 +6ma3.2 1)SEE SHEETS 1,4 8 5 FOR WINDOW ANCHOR w ,tea.
63' +701-9D +7m•9D +7m9D +1m-7S.5 +70.70.1 +6ma1.3 LOCATIONS AND QUANTITIES.
76- 4701-90 +7m94.6 +im-75.7 ./se.9 ,/.55.s 2)TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY }' t r Q
OR HORIZONTALLY AS SHOWN. h'• aU
84' +70190 +Tm60.4 +M-71.3 +/542 J ..Q
Z O`G
w
TABLE 5: _ 0
m Design Pressure(psQ for Windom Attmhed to 6 Frame Assembly Tube > `ram^ LL-
Window Dimenslon'A' W O �+O
under 211 2515116' T75/d' 33-11Z' 37' 44' 48-7/4' 53-1/8' 68' 63' 04 a Z
Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AMW Grout O to - a.
Group Group Group
AD All All A,C&D B ACeD B A B C80 A B CbD A B C8D A B C D A B C D yO ? Z uZ
23'us +7m-90 +7m90 +701 +T01-9D +701-82.1 +701.90 +7m 74.3 a701-79.7 +1626 ♦70190 +701-72.7 +158.9 +7m90 N-68.1 4151.8 +701-90 Hfi0.5 +1-47A +70MT.6 +7m90 +1-55.7 H-03.6 +7mR0.7+M-89.5
25-15116' +701-90 +701-90 +7m-90 +701-90 +70190 a70/94 +7m-90 r701-70.7 +701-90 +701-90 +/-64.4 +711190 +70190 +/58.6 +7111-90 a701-91 H53.6 +70f-84 +701-90 1+7m-90 */-09.3 +701-77.3 +70/90 +701-90 LLI
m 37' +701-90 +70190 +701-90 +7m-90 +7m4D +7m-9D +701.90 +70190 +71ilf-90 +70/-90 +701-90 +7m-89.4 +70E-90 +70194.1+701A0.5+Tm94.1 +7111-77 +701-T3.6 +70t•77 +70/-77 +7m-70.1 H97.8 +70f•70A+701-70.1
LU
44* +7m-90 +7m90 +7m•90 +701-90 +70190 +7m90 +7m-90 a7m-80 +7m91.6 +7m90 +701$7.1+7m-X4+7m99.1 +OW.70 +fimS7,7 +601-70 -W-67.0+6mE1.9+6W{7.8+6m$l.6+601.61.3 +15T +6m91.3+601d1.3 Y LLI
48-1W +701-90 +7m90 +701-90 +7m-90 +7m90 +7m-90 +7m-90 +7m69.1+7m94.1+M-84.1+70F80.1 +/67.8 +7mS0.1 +W.70 +60161.7 +Bm-70 +6m432 +L56.4 +60163.2+6m63.2 �j z U
13 5&iC +701.! +7m40 +701-90 +7m•90 +70190 a7m40.1+7m94.1 +6m•70 +6m-70 +W-70 +60/-70 +601-70 +6m-70 +60167.5+W/47.4+6m47.5 �! n.
50' a70/-90 +7m90 a70/-90 +7m43.2+7m632 +701-71 +7m-T7 +s01679+CN67.8+6m47.8+60/$3.2+6m63.2+6m632 �i• O 4
63' +7m90 +7m90 +7D1-90 +7m-78.5+7m-78.5+7m•70.1+7m-70.1+Bm61.3+60/41.3+8m61.3 m Q n(n (JJ \U
v
7G +7m-9D +7m64.e+7m-75.7 +168.9 N58.9 +/55.6 HS5.6 H i „LL) L.X •v
84' 1+701-90 +7m90.4+7m-7L3 +1-54.2 1+/44.2 z o �7 0 t'LL- vt
1)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED.
w
N
_FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE _ _ _ _ _ _ _ _ �nu,M._�._
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE
Ow xw
FRAME _ mvi
�10' 1 FRAME SEE SHEETS 1,4 8 5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 IUw.,w 0 0
Myx, Ir` ASSEMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR o>d o
TUBE B.
LOCATIONS AND n z z w
LOCATIONS AND TQUANTITIES.SEE SHEET
o
WINDOW QUANTITIES.SEE SHEET I 10'MAX. 33 FOR ANY ADDITIONAL w
DIMENSION _ 3 FOR ANY ADDITIONAL
__ANQHORS,REQUIREO
- - •A'=-- -------- =ANCHORS REQUIRED ----- ----- -- - ---- - -- - -- - - -- -- --- -- ---- --
FOR THE FRAME ADDITIONAL FOR THE FRAME
� WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ASSEMBLY TUBE. _
--�DIMENSION�- NCHOR --►I DIMENSION�- (4),IF REQ.
'B' (4).IF REQ. 'A' .-
A.LYNN MILLER,P.E.
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.068705
41 0
• a -
FOR GLASS TYPES:
5)7/8"LAMI.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) PRODUCEREVISED
•PVB'=BUTACITE"'PVB INTERLAYER BY KURARAY AMERICA,INC. +s r mplDing with die Fla'ida
TABLE 6: Building Code
Accopt..Db l r.7-0 11r1'18
❑ Design Presse(psO for Sirgte WirMows,All Anchor Groups E>;pimtio0 DateZi
u
Shad Sick BY
urder23• 2 70(-90 n/-90 311/2• 3T 01, 4701.90 S3.1/0' ot. W- ❑ LONG Muni Dade Prc+du.M'
under 23' ♦7a9D +7a-90 +70%80 +70%-93 +70-90 +744- 45.1.90 Uvir +70/-90 +T63' SHORT SIDE
26-15116' +7U1-90 .70•90 770-90 +70
-90 +7-0 77090 +70-90 .70•90 +701-90 +70•90 SIDE
37• 470f-W ♦70/-90 r70/-90 ♦7a-90 +7a-95 «7a.90 «70/•90 .70f-W ♦7a$7.8 +7a-79.9 m
w 44• +71V-� +7a-90 +70/-90 «7a-80 +7a.9p +7a•9D ♦7a-90 LONG I SHORT C
4&1/4' +7a90 +70190 +701.90 +7a-W +7a-90 +7a•90 +7a-90 SIDE -"'I SIDE J
53-1/8' +7a-90 +7a90 4701-90 +7a-90 +7a90 r
58' +701-90 +7a-9D +701.90 +7a•9D +7(V-e78 1)SEE SHEETS 1.4&5 FOR WINDOW ANCHOR ly
s3• +7a-90 +7a-90 +70190 +7a-7.2 +7aa9.e LOCATIONS AND QUANTITIES. CD
7C +701-90 +7a-so +7a4fea 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY LU
OR HORIZONTALLY AS SHOWN. a' J
84' +7a-90 +7a-90 +7aA1.3 - U
Ur J e❑
TABLE 7: ¢ N w o
_d3
Design Pressure(PO for Windows Attached to a Frame Assemdy Tube °42
0
LL
m Wlndow DImomIon-A-48-1/
23' 261 urM O m O
e er a1C 27�4• 33.12' 37' 44' 4• 53-1/g' 5g- BY W Cl ��
Anchor Anchor Anchor N Anchor Group Anchor Group Anchor Anchor up Anchor Group Anchor Group \ CL Z_
Group
Gaup Group P p Anchor Gm
AN All A0 A•C&D 8 A,C&D B A B 63D A B C80 A 8 CBD A B C D A B C D 00 W vim,uMer 23' +70%90 r7a•90 +Ta-90 +7a-90 +70/•82f +711-90 +7a.74.3 +7a.78.7 +162.6 +7a-90 +701-72-7 +I.b8.9 +701-9D +/68.1 +/51.8 +7a90 +/-60.5 +/d7A +Ta-87.6 +7a-90 +/b5.7 +I-03.8 +7aA0.7 +7a89.5 v W I- °z
m 25-75'18' +7a90 r7a-80 +101-90 r7a-9p +7DF90 +7d,84 +7a-90 +70L70.7 +7a-90 +7a-g0 r/$1.4 r7a90 r7a-80 +158.6 +7a-90 +7a-90 +/yr3.6 +70%61 +7aA0 +7a•90 +/d9.3 +7a•77.3 ;7-0 i +7a-90 o q O = Z
37' +Ta-90 +7a-90 «Ta-BO +7a90 +7a-90 «7a+90 +7a-� +70/-90 +7a-90 «7a-W +7a-BO +7a-- +Ta-90 +7a&D +Ta-BO.b +7a-90 +7a-87.8 +7a-73.6 +7a-B7.8 +7a.87.B +70I-79.9 «F 7.B +7a-79.9 +701799 W
44' +7a90 +7a9D +7a-BD +7p/.9p +7a.9D +7a-90 +7a•90 Na90 +7a81.6 r7a-90 +7a-90 +7a-74.4 +7a-9D (n C
4&1/4• +70h90 ♦7a-90 +TD/-90 +701�0 +7a•90 ♦701-90 +701-90 .701-90 +7ab92 +7a-9D +7a�8.5 ♦7a-81.3 +7a-9D Y w WG
$ 631l8' +70/-g0 .7a•90 +70%g0 .7a-80 +7a-90 +701-90 +7a-80 U) IX U) o
68' +711-90 .7a-90 +7a-90 ♦7a90 +7a-90 +70/•87.8 +7a-87.8
63' +1a-80 r7a-90 +Ta-90 +7a-87.2 +70/•67.7 +7a-79.9 +7a-78.9 z U
O
78' +701-90 +7a-90 +7a86.3
84' «70/-80 +71Y-90 +7a411.3 0 �+,O •o W U
1)THE WINDOW'S WIDTHAND HEIGHTMAYBE INVERTED. s` „LiJ )C _
1 N
- FIGURE FOR HORIZONTAL FRAME ASSEMBLY_TUBE- -
I Y MN
V
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE i o _
------LL« FME
10' - FRAME SEE SHEETS 1,4&5 FOR WINDOW AS
�_ EMBLY SEE SHEETS 1,4&5 = m
MAX. WINDOW ANCHOR TUBEI FOR WINOOWANCHOR ASSEMBLY DIMENSION r
w o
TUBE LOCATIONS AND B• i� LOCATIONS AND o a o 0
o
QUANTITIES.SEE SHEET
WINDOW QUANTITIES.SEE SHEET T 10'MAX, o`
-- - ---- --DIMENSION- _ ___ _ 3 FOR ANY ADDITIONAL i - 3 FOR ANY ADDITIONAL
'A' ANCHORS REQUIRED - - --- -_ ----- --- ANCHORS REQUIRED
-t- FOR THE FRAME ADDITIONAL FOR THE FRAME _ ---- ---- - - -- _ __
♦ I WINDOW I ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ASSEMBLYTUBE.
--rIIDIMENSIONr+- ANCHOR -�DIMENSION�+ (4).IF RED.
B' (4),IF RED.
'A'
SEE SHEET 4 FOR ADDITIONAL SAMPLE IONS
A. MILLER,P.E
P.E.d 68705
- - - - ------ -
FOR GLASS TYPES:
2)7/16"LAMI.(3116"AN-.090"SG-3/16"AN PRODUCTREVISrD
os oemplying with LSL-FlaidO
6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) BuildlnsCcdn 1 -062c1.22
A-pmoce LVo
8)7/8"LAML IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3116"AN) 1 xpimtxmD O 2D18
-SG'=SENTRYGLASWNTERLAYER BY KURARAY AM ERICA,INC.
TABLE 8: uianu PsntbecF Cai.AJ
1-1 Design Pressure(psi)for SU4e Wmdo ,All ArtchW Groipe
Short Silo L
F[I I
urder23' I 2515/1g' 29' 31-1/? 34' 40' 54' 60' 63' 67.17!' SHORT LONG s m
uMer 23' +BOJ-730 .Bd•130 +9a-130 +9a-130 +9pr-130 aBa-730 r901-130 s90/-130 a80/-130 +901•130 SIDE SIDE o"
25-15/16' .901-130 +901-130 +90/-130 a8o1.130 a91Y-130 4901-130 .9d.130 +901-130 .W-130 +9an30
1. +901.130 +W130 +9(Y-123.1 a9a-118.5 +901-110.7 .9a-100.7 +1-89.1 +/-86.1 +/.83.1 +/-76.3 r
87.117 +9d-130 agW-130 +9a-120.7 .9d-113.8 +901-108 +Ba-97.6 +/.84.8 +1.60.5 +/-78.3 +/-75.1 � LONG SHORT V-
65 72' +901-130 +Bg/•1292 +9d-118.7 +9d-111.8 +Ba-105.8 +Ba-95.1 +/-61.3 +F 76.1 +/-73.8 SIDE ~•I SIDE W CC C)
SryT 78' +9d-130 ♦9a•127.8 +901•117.1 +901•110.2 +Ba-104.1 +901-M2 a1-78 +7-72.6
J 84' +901-130 +Bd-125.3 +9a-114.5 .9a•107.5 +9a•101.3 a/-69.9 +1-70.7 1)SEE SHEETS 1,4 8 5 FOR WINDOW ANCHOR EL J
114' +9a-130 +W-119.6 +9d-108.8 +9d•101.4 +9a-95 +/•73 2)TALE DIMENSIONS
MAY B. r m V
134' +901130 +90/117 s +9d 106 3 +gd 99 +9a 926 O TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY J -;Q
145' .9W.129.81.M-116,4 .91YA05.3 .90/-98 OR HORIZONTALLY AS SHOWN. "
Z_ � 8�
TABLE 9: -
Design Pressure(pe0 for Wir d-Attached to a Frame Assembly Tube ' _LL
m � Q w O
Wlndow DMerelon'A' W
Bunder 23' 2&15/16' 29' 31-V2' 34' 40' S4' �• .N a Z CO
N
Archer Anotor Anchor Archm Group Anchor Group Anchor Group Arch.Group Arxhor Group Anchor Group O W ro
Group Group Group
All A0 Al A.CBD I B A,C&D 8 A B CeD A B C8D A B C D A B C D a V O ? Z yz
wftr23- +7d+10 +M-90 .701-90 +7d-90 +7a-67.4 +7d90 a70L80.8 .7dA7.7 +168.7 +7000 +165 +/-50.8 +7a90- +/-58.5 +/.45.8 .7d+)4.7 .7a H-90 ./.55.7 -03.6 +70F80.7 ♦7a-89.5
25.15116' +70150 +701-90 +701.90 .701-90 .701.90 +7aA0 +70490 +7111-77.7 +701-90 +701-90 +/57.6 +70/-90 .701-90 +/51.8 +701A1.2 +701-90 +7a50 +149.3 +701-T7.3 +701-90 +701-90 LLJ
6T +701-90 +70150 +701-90 +7a-BO +701-90 +7d-90 +701-90 +711150 +70/-M +70/•90 +70/b3 .701-74.3 +7a5.9.1 +7a•74.7 +/-W.9 +701-86.1 +701-Ml +701.71.1 +/63.7 W0/-al +7a-83.1 _
57-1/7 +70/.90 ♦70/-90 +701-90 +701-90 +701A0 +7a-90 +701-90 .701-00 +701A0 .701.90 +70f-77.4 ./b9.3 .701-84.8 +1.69.7 +1.62A +71VA0.5 +70140.5 +/-66A +459.4 +701-78.3 +7d•78.3 Y w W
+701-90 +aa- 70a1-90 +701-90 ♦70'-90 +7d80 ♦701-90 +7a-726 +TO/-73.1 .70181.3 +165.3 Nfi5.6 +701-76.1 +701-76.1 H82.2 +1-55.7 +701-73.8 .7a-73.8
a NWX
CD72' 7a-72.5 Q
T W+701�90 +701-90 +7d-90 +7a-90 +7a-90 +7a-90 +70-90 +7d-90 7a-90 +7d-90 +701-76 +/E9.3 +7d•78 .1-61.9 Hffi4 +701-72.5 +
.79.B +7 -70.7 ./82. -70.7 zV
-701-90 +701-90 +701-90 .701.90 +7d-90 7aA0 +701-90 +7d-.9 +701-89.9 O
+7-90 .7 -9 7d 77 0 8 a7 -3 +7 id 1v
+7d-90 +701.90 +79 O 8T ~r
+701-90 +7a-90 +7a-90 -
1)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED.
.y
w
__FIGURE.FOR HORIZONTAL_FRAMEASSEMBLY TUBE
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE _ z,j m NFME
a
x
10' FRAME SEE SHEETS 1,48 S FOR WINDOW ASSEMBLY SEE SHEETS 1,4 S 5 r w q o 0
1pAX, ASSEMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR >':
Y F
TUBE LOCATIONS AND �• _ LOCATIONS AND _ w
QUANTITIES.SEE SHEET T 10'MAX QUANTITIES.SEE SHEET _ c.1
WINDOW } 3 FOR ANY ADDITIONAL
DIMENSION_ _ 3 FOR ANY ADDITIONAL I _ ANCHORS REQUIRED
---
=q• ANCHORS`REQUIRED`- - - - - - '--------- - ---- - -
-� FOR THE FRAME ADDITIONAL ASSEMBLY TUBE.
7WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR
---�DIM.1. �- ANCHOR DIMENSION�- (<)•IF RED. -
A.LYNN MILLER.P.E.
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.0 58705
r
FOR GLASS TYPES:
3)7/16"LAMI(3/16 HS-.090"SG-3/16 HS) PRODUCT REVISED
,1a COi11y.Y19$C'%1111 Bo l;♦(�lu
7)7/8"LAMI IG:3/16"AN-1/4"AIR-3/16"HS-.090"SG-3116"HS) Build n;;C,de
nctevmnte No 16-062q��
9)7/8"LAMI IG:(3116"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS) Ex'Sa1i"R Dale
TABLE 10: 'SG'=SENTRYGLASNNTERLAYER BY KURARAY AMERICA,INC. .Y
.i'• I PraduclC .
❑ Design Pressure(pst)for Single Windom.All Anchor Groups I
Shod Side
antler 23' 1 2545116' 1 28' 90/4' 34' 40' S4' 6-1 83' g7.113 LONG +m
under T +901-130 +GV430 +90I.130 +90/-130 +But-130 +9W-130 +90f-130 +90/-130 +9W130 +0W-130 SHORT SIDE C
SIDE
25-15lI6• +9N•130 a0430 +0-130 +9
01430 +901-130 +OW-130 +901-130 +901430 +901-130 +9W•730
NI,. +90/-130 +9W-lm +9W130 +SO/430 +901-130 +9d.130 +901-130 +901-130 +90'-130 +g0/-130+90/-130 +8W-130 +W-130 +90%130 +9N-13D +9W-130 +9N-130 +9W-130 +90f-130 +9d-130 LONG � I SHORT+tut/-130 +9W-130 +901-130 +gut-130 +9W130 +9W-130 +9WA30 +901-130 +9W-130 SIDE -�1 SIDE I UJ+9W-130 +BW-130 +9W-130 +801-130 +90I-130 +9W-130 +9N-130 +901-130 a EE SHEETS 1,4&5 FOR WINDOW ANCHOR+901430 +9W430 +90/-130 +gw430 4901430 +901.130 +BOf-130 LOCATIONS AND QUANTITIES.+9W-130 +9W-130 +9W-130 +9W-130 +801.139 +9W-130 U)2 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY+901.130 +9W-130 +9W-130 +9W-130 +9W-130 OR HORIZONTALLY AS SHOWN. 010-130 +But-130 +9W-130 ♦W/-130
a ¢ W
c Q
LL TABLE 11: J
Design Pressure(pA for Windows Attached to a Frame Assembly Tube C fW O m O
m Whidw Dimenslon•A• 04 W 0 i"CD
under 23' 25.15H6' 29' Malli' 34' 40' S1' 6D' gi' zz a Z
Amw Anchor Amha O L
Group Group Grout Anchor Group AnctprGroup ArrctarGroup Ancror.Group AfwrorGetup AnthmGroup W
All All All A,CBD B A,C&D B A B C&D A B C&D A B C D A B C D $ 6 O ? Z y Z
under 23' +70150 +70A90 +701-90 +701-90 +701-87.4 +70f90 +70/90.8 470/97.7 +/68.7 +701.90 +/55 a150.9 +701.90 +158.5 +/45.8 +7W94.7 +70/•90 +/55.7 +143.6 .70F80.7 +701.89.5 1n W
25-15fi6' +7g190 +7W-90 +Tut.90 +701-90 +701-90 +701-90 +7N-90 +701-77.7 +701-90 +701-90 +/57.8 +701-99 +701-90 H51.8 +701-81.2 +70/J0 +70690 +/49.3 +701.773 .701-90 +70490 cn
67 +70/.90 +701-90 +701-90 +701-90 +701.90 +?DIM +701-90 +70f-90 +70190 +70/.90 +701-90 +70/-90 +7111-90 +TOIAO +7g1-90 ,7a-90 +70t-90 +701-90 +701-87.6 +70F90 +701-90 Y W W
67-12' +701-90 +701-90 +Tut-90 +7W-90 +70f-90 +701-DO a70F9D +7N-90 +70190 +701-90 +7N90 +701-90 +701-90 +TO/.90 +70/.90 +70F90 +7W.90 4701-90 +701A9.1 +701-90 +701-90
72' +7W90 +701.90 +7W-BO +701-90 .70/-90 +701-90 +701-s0 .la•90 +7D/9(1 +701-90 +70/-90 +701-90 +7W-90 +70t-90 +70h90 .701-96 +701-90 +701-90 a70140 +70/-90 +701-90 � � O
144S' +7W90 a7W9 0 +7 �o Uh76• .7W-90 +701-90 +701-90 +701-90 +7a•90 +701.90 +70/• ,701-90 +701.90 +70190 +701-90 +701-90 ool.oa +79 +7W.90 +701-90 +701-90 OZ
14' +79 +7110 .70 +70 +7 -90 +701-9 +701-90 +701.90 T -90 +701-90 +710 0/.90 +7W-9
11 o
+W110 +70/90 +Tut-90 TW90 +70/90 T0190 +7W-90 +7W-90 +7W-90 +7W90 y1 O a
13 +70190 +701-90 +701.90 +7W-90 7 +m90 +711-11
W-90 +7 Q
,)THE WINDOWS WIDTH AND HEIGHT MAYBE INVERTED.
w ro
® pN�N to
- _ _----- - -FIGURE FOR HORIZONTAL-FRAME ASSEMBLY-TUBE-
OLL^J
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE z o LL
FRAME x u m of a
10, FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 u w d o 0
MAX. ASSEMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR o>a o F
TUBE •B' LOCATIONS AND n Z z ¢
LOCATIONS AND T o
QUANTITIES.SEE SHEET i.e
WINDOW
QUANTITIES.SEE SHEET I 10'MAX 3 FOR ANY ADDITIONAL
-DIMENSION--- --- -- --_ NC A3 FOR ANY ADDITIONAL_ __ - �_ _ _ ANCHORS REQUIRED-
•q' HORS REQUIRED - - ---
ANC ADDITIONAL FOR THE FRAME
FOR THE FRAME -
}T WINDOW ADDITIONAL ASSEMBLY TUBE- WINDOW ANCHOR ASSEMBLY TUBE.
I -�DIMENSION�"'- ANCHOR -DIMENSION (4).IF REG. -
'B' (4).IF RED. 'A•
A.LYNN MILLER,P.E.
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.068705
FOR GLASS TYPES:
4)7/8"LAML IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN; PRODUCT RmSED
ns cumptyillg with ch.-plarf"
BUTACITE'SPVB INTERLAYER BY KURARAY AMERICA,INC. Duildln8 Code
Aav-pWnnx No -Ot'o 22
TABLE 12: C-rpirbtion Datc lS
Design PBsswe(ps0 for Single Windows,All Anchor Gro.9
Ji___ r .Nimni Protbrci
F short slew I
urdor 23'I 25-Irdl V 27-314• 33-112' 3T 44' 48-1hr 53-118, 5W 63• LONG
SHORT
uder 23' +6W-70 +6W-70 .801-70 .6W70 .601.70 +601-TO .8W-70 +6N-70 +BW-70 .6W-70 SIDE SIDE
25.15116- .601-70 +601-70 .601-70 ♦6W-70 +6W-70 +601-70 +601-70 +60/-70 +BW-70 +GW-70 I m
3T +6W70 +6W70 .6W-70 +601-70 +6W-70 ♦6W70 .60/-70 +6W-70 ♦60/-70 +6W-70 � 2
44' +6W-70 .6W-70 +6W-70 +M-70 .6W-70 +6W-70 +631-70 +60/-70 .60/.69.6 .6W.62.9 LONG I SHORT I J
y 48-1/4' +60/.70 .6W-70 +6W70 +81Y.70 +6W-70 +601-70 +601-70 +6W-70 +601-64.9 SIDE -�1 SIDE Imo-
53.1/8' +601-70 +SW-10 +6W-70 +6W-70 +6W70 .601-70 .601.70 .6(V69.3 V-
88' +6W-70 +6W-70 +6W-70 +601.70 +601.70 .60169.6 +60i eC9 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR LLI
63• +6W-70 +601-70 .601-70 .601-70 .M-70 .60162.9 LOCATIONS AND QUANTITIES. _j p-
76' +60l-70 +6W-70 +6W-70 +6W-60.5 .!•57 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY r �d U
e4 .80.70 s6-7. +saao +/-Ss.6 OR HORIZONTALLY AS SHOWN, a
J .3 0
TABLE 13:
�L W
Design Presswe(psi)for Windows Attached to a Frame Assembly Tube o -/ 0LL
mWlydaw 0lmension•A' 82 3 O
El
under 23' 2575/16' 27.114' 3172 3T 46' 48-1M 68-1/8' S6' 67 O a CDW N
Anclnr A Anchor A oup AmtwC-W !archon Group AnchorGmup ArmMr GYr"q Anchor Group AmMr Group - cj- Z
Getup Grow
mW Group Gary GrwP
All All A0 AS A0 A,CAD 1 a 1 A 9 CAD A B CAD A 8 CBD A D CAD
wrier 23' +601-70 .60/-70 .6W-70 4601-70 +601-70 +60/-70 +60/62.5 +601.70 W66.9 .60/-70 .60168.1 H•51.8 +BW-70 +611160.5 ./47.4 +6W-70 +/-55.7 +/43.6 +6W70 -6 Z25.15116• W.70 W-70 +601-70 .6W-70 +-SW-70 +6W-70 .60/-70 W64.4 +W-70 .601-70 .168.6 +6W-70 .601-70 +/-53.6 +601-70 +601-70 +149.3 -601.70 +W-70 u DO
0Oz
3T +6 �0 .60/7 + - W- . - - - W 0 W .8 +601-70 (n W
44' +601-70 +6W.70 +60/-70 +601-70 +601-70 +60/-70 .601•70 +611-70 +6W70 +60/-70 +6W.70 +60F67.7 +BW-70 +6u69.6 +60/61.9 .60169.6 +60162.9 +/-67 +60(62.9 (/)
48.1/4' +6(/-70 +6W-70 +Bed-70 +601-70 +601.70 .601-70 .601.70 +6W-70 +60/47.8 +BW-70 +6O/•70 +60/61.7 +60/•70 +6W64.9 +1-56.4 +60164.9 Y W W
a 53-11W +601-70 +6W-70 .6W70 +601-70 +601-70 +601.70 +60/-70 .6W.70 +6W70 +601-70 .60169.3 +601-67.4 +60169.3 (n X C/) O
58' +601-70 +601-70 QW-70 +6W70 +6F70 +BW69.6 .601-69.6 +601-04.9 +6W.64.9 +6W44.9
SW .6W-70 +BW-70 +Bed-70 +6W-7o .6001-70 +6W4 9 +60/6z9 Z U
76' ♦601-ro .fiaro +8Wro +6W60.5 +/67 O "
84' 4601-70 +60F70 +6W70 4/-65.6 O W \U
1 THE WINDOWS WIDTH AND HEIGHT MAYBE INVERTED. " _
`a of „W X
o 80 F=LL
w
---- --- - - - - -- - -- -- - -- -FIGURE-FOR HORIZONTAL.FRAME ASSEMBLY-TUBE
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE ^"
WINDOW FRAME SEE SHEETS 1,4 8 5 z m a
1O' FRAME SEE SHEETS 1,4&5 FOR ASSEMBLY o 0 0
MAX.q ASSEMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR - ~o a o F
TUBE LOCATIONS AND T.B• LOCATIONS AND o z z w
WINDOW QUANTITIES.SEE SHEET i 10'MAX- QUANTITIES.SEE SHEET
-- - DIMENSIDN__ -3 FOR ANY ADDITIONAL 3 FOR ANY ADDITIONAL
-- --- - - ----- -=---- - ANCHORS-REQUIRED -------
•q• ANCHORSREQI7IRED-- -- - - --_--
--- -------- -- -----
FOR THE
FOR THE FRAME A.TIONAL ASSEMBLYRTUUSE. -
I WINDOW ADDITIONAL ASSEMBLYTUBE. WINDOW ANCHOR
-• )IMENSION ANCHOR --�DIMENSION�- (4),IF REQ.
'B• (4),IF RED. •A•
A LYNN MILLER,P.E.
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.953705
•a.0 �
aI ..
r1 �,
t
10 ALUMINUM
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA
STRUCTURAL BUTYLENE 5/16"NOM.
STRUCTURAL SILICONE 3/16"NOM. 5/16"NOM. SEAL
ASSEMBLY DETAILS POLYISOBUTYLEN ^1/4"NOM. FOAM DESICCANT SILICONE SEAL
WITH DESICCANT WITH ROLL-FORMED
gg DESICCANT FOAM STAINLESS STEEL
EXT.GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
I
j 1 INT.GLASS INT.GLASS INT.GLASS INT.GLASS
4 ,
KODISPACE SUPER DURASEALO XL EDGETM
j m 75 4SG TPS 7s SPACERUNXTTM OSPACER 7a SPACER
6 !
54
3.545" 1.124"�F
i
AS REQUIRED
zy 2 PER TABLE 3, OM 993"
SHEET 4 NOM. 1.356" 2.701•
INTERIOR 040" �{►j- 2.203 -
1 .439` I .093"
-�.441"
2.1. .289" T ,095" .093• I
TABLE 19: '093"
Item Dwg.# Description Mat O FRAME HEAD, INST.HOLE COVER O ANCHOR PLATE 70 ADDON FLANGE 71 FRAME
1 7005 Main Frame Head,Sill&lambs 6063T6 Alum. SILL&JAMB 1`;i�1 #7007,6063-T6 #7071,6063-T6 #134,6063-T6 ASSEMBLY TUBE
2 7071 Anchor Plate BG63-TS Alum. #7005,6063-T6 #7004,6063-T6
3 7007 Installation Hole Cover 6063-T6Alum.
4 7010 FrameComerKey Steel
6 7078 Frame Gasket Vinyl Foam
10 7055 Fixed Frame Hole PlugPVC .050" 706" O50" � � 172°
32 1713 SettingBlock 5/32"x 3/16"x1-1/4" EPDM
33 1 1714 ISetting Block 5/32"x1-7/16'x1-114' EPDM .865" .865" .870• .05T
35 1 7036 IBead B 6063T6 Alum. I�
- _ — —36——7042—Bead _6063_T6-Alum,_ __ T ►-�_ .569° _
37 7059 Bead D 6063T6 Alum. BEAD B BEAD C BEAD D
38 1224 Vinyl Bulb Ws Thick Flex PVC 70 35 36 37
39 1225 Vinyl Bulb Wstp(Thin) Flex PVC 70 O #7036,6063-T6 O #7042,6063-T6 O 97059,6063-T6
50 Dow 8995tiiconBackbeddin PRODUCT REVISED
70 134 Add-on Flange 6063-T6 Alum. as complying wiLb ft Florida
71 7004 Casement Frame As Tube 6063T6 Alum. Bwldarg Code
.�. :, deceptanw No 16-Ofo29. 2
-- —86—- #8_X 13/2°Quad_P.n SM5_Stainless_5_teel—._-Stainless Steel
'Revirsed'ay�-Dote. `fiev'srdn--9 "&pmNMr.D�te
90 #12x 1"Ph.Pn.TEK Stainless Steel ADDED SPACERS TO THIS
JR 06/05/16 SHEEP. By
Mimi nde Prod-A ntr
Revised By. Dole: Revision A-
Part# Description Material
75 Kommeding 4SG TIPS Spacer System a Description; Drown BY:
76 Quanex Super Spacer nXr Wth Hot Melt Butyl See this �? .�L6 is BOM AND EXTRUSIONS J ROSOWSKI
77 Quanex Duraseal Spacer Sheet for 1070 TECHNOLOGY DRIVE Titre: Dore:
Materials N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12
78 Cardinal A.Edge Spacer P.O. BOX 1529
REFERENCE TEST REPORTS:FTL-8717,8968&8970 i,: �' •• NOKOMIS, FL 34274 Series/Model: Scofo: Sheet: Drowfng No. Rev:
A LYNN MILLER P.E. CERT. OF AUTH. #22296 CA-740 NTS 11 OF 11 MD-CA740E-LM B
P.E.#68705