HomeMy WebLinkAboutNotice of Acceptance (2) i
ivl�llle copy
M IAM I-DADE MIA.MI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)3,15-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) vi"miamidade.eovleconomy
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). li
This NOA shall not be valid after the expiration date stated below. The Miami'lI 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 1diam 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-740"Outswing Aluminum Casement Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM &
SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05105116, prop ared 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 fled and there has been
11
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-4 15-0519.13 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.
QMIAMMP
' NOA No.16-0629.21
DADECOUNTY Expiration Date: April 11,2018
• � �� Approval Date: August 11,2016
Page 1
i
i
PGT Industries,Inc. li
,I
NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections. I
(Submitted under NOA No. 12-1218.09)
2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM",
sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, signed and
sealed by Anthony Lynn Miller,P.E.
I
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 2011-94
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, Durasee 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 Idal!mis Ortega, P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TA;S 202-94
2)Uniform Static Air Pressure Test, 'Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per;FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a series CA740 outswing
aluminum casement window,prepared by Fenestration Testing Laboratory,Inc. Test
Report No. FTL-7065, dated 10/05/12,signed and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 12-1218.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 05116115,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.13) I,
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources
I
I
i
Manuel a E.
Product Cuntro Exa finer
NOA No. 1 - 629.21
Expiration Date: April 11,2018
Approval Date: August 11,2016
E-1
i
' 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
II ,
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to K Iraray Amerillca,Inc. for their
"Kuraray Butaciteg PVB Glass Interlayer" dated 04/25/15, 1expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"Kuraray SentryGlas® (Clear and White) GlasslInterlayers"dated 06/25/15,
expiring on 07/04/18. �I
I,
F. STATEMENTS II III
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May
16,2015,issued by manufacturer, signed and scale by Anthony,Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0519.13) I
2. Statement letter of no financial interest, dated May I16, 2015, isued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 19-0519.13)
3. Proposal No. 16-0125 issued by the Product Control'Section, dat I d March 09,2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0519.13, issued to PGT,Industries f'r their Series "CA-
740"Outswing Aluminum Casement Window-L.M.T."approved on 07/16/15 and
expiring on 04/11/18. I
I
I
I
' I
i
+iManuel ere
Product Control E mine
V
NOA No. 16- 29 1
Expiration D,1ate: April 11,2018
(Approval Date: August 11,2016
E-2
I y,
1
Yr
1
5116'LAMINATED 7116'LAMINATED
GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING IMPACT RATING GLASS STACK GLASS STACK
CASEMENT WINDOW VARIES, RATED FOR LARGE&SMALL M'BUTACHTEOM
SEE SHEETS 5-9 MISSILE IMPACTRESISTANCE lWANNEALED 3116'ANNEALEDGR
WITH BY KURARAY .090-SG®BY KURARAY
LASS
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY TH THE 37 WIDTH �Goss �'� INC. HEATSTRENGTHENED
AMERICA,INC.
GLASS 3116'ANNPILED OR
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 25.476'MAX.O.C.IF WIDTH IS • IWANNEALED HEAT-STRENGTHENED VELOCITY HURRICANE ZONE(HVHZ). UNDER 33.476•(HEAD&SILL EXTERIOR GLASS EXTERIOR 38 GLASS
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 4"MAX. —� � —"�-
REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVH2:THE r�B,SEE SHEET 2 11/16"GLASS BITE I
OUTBOARD LITE(CAP)MUST TEMPERED. 35 i 11/16'GLASS BITE
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE 3 7
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR 'r--'----------EVALUATIONS
-----
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS �\ 17-1/2• 60
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. A I MAX. 32 32 so
SE
E EE O.C.
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X I SHEET 2 i GLASS TYPE 1, GLASS TYPES 2&3
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 1
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR , \ 7/8'NOM. 7/8'NOht
GLASS STACK GLASS STACK GLASS
STACKED
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY ) \ 6'MAX. WO'LAMINATED Ih—
TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION I O.C. Guss STACK GLASS STACK
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. + \ 118'ANNEALED GLASS 3116•ANNEALEDOR
69" I 711WAIRSPA .090•BUTACRE®PVB 114-AJRSPACE HEAT-STRENGTHENED GLASS
USE ANCHOR 118'ANN:ALFDOR 311VANNEA Fn .OM-SGPBY KURARAY
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING VISIBLE BY KURARAY •
PAIR AT EACH AMERICA,INC.OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON LIGHT rt JAMB IF TEMPERED GLASS GLASS AMERICA,INC.
TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HEIGHT I
THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL (DLO) I HEIGHT IS 38 • �1/a�•A�NNEALED 38 3116'ANNEALEDOR
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION 26'OR OVER EXTERIOR EXTERIOR IHEAT•STRENGTHENED GLASS
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE �7i'
INSTRUCTIONS. / 76• 11/16'GLASS BITE
HEIGHT 37 37 I 11/16'GLASS BITE
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 3 3
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED 60 50
TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. 32 7)DESIGN PRESSURES: ) I/ GLASS TYPES 4&5 GLASS TYPES 6&7
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, i Tie'NOnt
FRAME ANALYSIS AND GLASS PER ASNM E1300WATER
1 GLASS STACK I - , -I 7116-LAMINATED
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL If 'III III GLASS STACK
CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. `�B EAT-ST11 RENGTHENED
OR
4'MAX. 14-1/2'MAX-O.C.IF WIDTH IS 1/4'AIRSPACE FATSTRENOGiHENEpGAASS
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE .OWSc BY KURARAY
WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.476"&OVER(HEAD&SILL) 3116•TEMPERED AMERICA,INC.
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 30'VISIBLE GLASS
OPENING(DLO • 3116'ANNEALEO Oft
PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF )
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER TYP.ELEVATION OF CASEMENT WINDOW EXTERIOR A38 iRENGT1iENEG
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA b
BUILDING CODE FOR CORROSION RESISTANCE.
STANDARDS USED: 37 _• 11116'GLASS BITE-- - --__-`--
9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON •2014 FLORIDA BUILDING CODE(FBC),5TH_EDITION---------_- -_ -- --- - 9 NOA;ELCO CRETEFLEX NO&ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND -•ASTM E1300-04-----
ADM ALUMINUM DESIGN MANUAL. -___— -- —----------- •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL,ADM-2010 32 soi'RODCICT REVISED
TABLE 1: •AISI-5700.07/52-2010 0 complying w"ft Ftotida
GLASS TYPES 3&9 BBIaascode
1 L 11 L I 1 111„ - aatiFinaee Lao lfo-06 2J
Glass Types Sheetp r EXPirsiioat)nae r �jAt8�,.-_.-___
(ftlY
•-• N I�' Revised By: Date:__ _ Revison-B:_ -- — - —
y _
1 5116'Leml 1/8 An•.090'PVB-1/8 An •� +'° "*e _—- - __ -_ -ADOED SHEET 11�� By
( ) 5 GENERAL NOTES.............................1 . _1a�SLe-.,/_ter= DJr/QJr�16
2 7/16'Lsmi(3/18 An-.090'SG-3/16 An) _=g___ELEVATION.-- ,-.=-..:.. 1-- - •• '(� S JR WITH SPACERS. Miemf a Lhodtat
GLAZING DETAILS...........................1 Z Np, 'L Revised By: Dote: Revision A
w3-7d8'--Lamh(3118 HS-.0901SG=3/16-HS)-- 7 _>y 68im ;• *=
4 7l8'Lauri.IG(118"An-7/16'Air-1/8'An-.090'PVB-1/B'An) 5 INSTALLATION.................................2
ASSEMBLY TUBE DETAILS.............3 _ #
5 7/8'LBmi.IG(1/8"T-7/16'AIL-1/8•An-.090'PVB-1/8'An) 8 ANCHOR SPECIFICATIONS............4 •, / ® DG90�ivL%on: O�vlvn By:
6 7/6•Leml.IG(3/16°An-1/4"A)r-3/16'An-.09D"SG-3/16'An) 9 ANCHOR QUANTITIES.....................4 %Q • bTIE GLAZING DETAILS J ROSOWSKI
1 716"Laml.IG(3/16'An-1/4"Air-3/16"HS-.090'SG-3/16-HS) 7 DESIGN PRESSURES......................5-9 1'� ' /�
ASSEMBLY DETAILS/BOA..............10 'i� "ORION•'" ,.•'���� 1070 TECHNOLOGY DRIVE Title; Dale;
B 7!8"L.emi.IG(3/16'T-1/4'Air-3/16'An-.090"SG-3/16'An) 9 iss �!�� N. VENICE, FL 34275
9 7/B'Lami.IG(3/18•T-1/4'Air-3/16"HS-.090°SG-3/18'HS) 7 EXTRUSIONS/SPACER....................11 y.,�o...... P.O. Box 1sz9 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
�1///f1111111A NOKOMIS, FL 54274 Se�les/Moeel; Scale: Sheet; Ora,drrg No. Rer.
'PVB' B E®UTACIT VB BY KURARAY AMERICA,INC. A LYNN MILLER,RE.sc•=SENTRYGLAS�BYKURARAVAMERICAINC. PEF58705 CERT. OF AURH. �21296 CA-740 ITS 1 OF 11 MD-CA740-LM B
4 ..
INSTALLATION INSTALLATION INSTALLATION
OPTION 1 EDGE OPTION 4
INSTALLATION ANCHORS DISTANCE EDGE DISTANCE OPTION 2
INTO 2X WOOD. INSTALLATION ANCHORS
PER ANCHOR INSTALLATION ANCHORS
CONCRETE/CMU DIRECTLY INTO MASONRY. DIRECTLY INTO METAL
AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH
TABLE 3,SHEET 4 ATTACHED TO
82 - TYP.ANCHOR •• 1/4•MAX 15 16 FRAME SILL 10 11
TYPE SHIM ATTACHED TO
EMBEDMENT ��SILL 89 13 #12 STEEL
5 1 AND EDGE a 4 g 32 33 80 12 SMS,SEE TABLE
DISTANCE PER
SUBSTRATE, 20 3,SHEET 4.
22 23 4 SEE TABLE 3, O
SHEET 4.
3 60
DARE APPROVED
EDGE
• Bt 18 84 MULLION,ALUMINUM
DISTANCE ,
35-37 Q 8 �( BELQ OPERATOR ARM 38 39 STEEL FP"ING OR
ATTACHEO TO O+ 1- 82 Lj�( \ ATTACH TO VENT SILL 35-37 81 STEEL
FRAMEJAMB tt 73 EMBEDMENT 1 24 SIBLE LIGHT WIDTH(DLO) 3 5
83 70
FOR SNUBBER REQUIREMENTS, 8 EXTERIOR
EXTERIOR ATTACHED TO r SEE TABLE 4,SHEET 4._ _
VENTJAMB L OPTIONAL ADDONWINDOWWIDT'H
12 FLANGE @ HEAD,
SILL 8 JAMBS HORIZONTAL SECTION A-A
81 11 SEE DETAIL EGRESS FORMULAS:
WINDOW Al,BELOW+ ---- WIDTH,WASH HINGE:WINDOW WIDTH-13-12
HEIGHT JAMB NOTES: _ NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-12
10 HARD-
1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6
VISIBLE 8ANCHORS LISTED ON TABLE 3,SHEET 4. 1 COMBINATION UNITS,
LIGHT
HEIGHT FOLLOW EMBEDMENT AND EDGE / J_ ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS:
(DLO) BUCK DISTANCE LIMITS.ANY INSTALLATION 10•MAX. ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7
HEIGHT OPTION SHOWN MAY BE USED ON ANY ---fff--- INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7
SIDE OF THE WINDOW. / / y - WINDOW FRAMES AT 10"MAX.
ATTACHED 2)ALL WOOD BUCKS LESS THAN 1-12' Ir / FROM EACH SIDE OF THE FRAME
TO FRAME \ I ASSEMBLY TUBE CENTERLINE.
r JAMB THICK ARE TO BE CONSIDERED 1X / SEE TABLE BELOW:
ATTACHED TO I QQ INSTALLATIONS.1X WOOD BUCKS ARE
FRAME JAMB L Q 89 OPTIONAL.UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE.WOOD BUCKS --.-� �+- 1D'MAX. I ft Anchor.Re �.d an each
DEPICTED AS 2X ARE 1-1/2"THICK OR SEE DETAIL A2,BELOW Side de a of thea Frame Assembty Ti+hn(FAT)
ATTACHED TO r GREATER.IX AND 2X BUCKS(WHEN USED) Window Anchor Typo
VENT JAMB L SHALL BE DESIGNED TO PROPERLY LL WidthA B,C 6 D
TRANSFER LOADS TO THE STRUCTURE. I 'S 17•-22.9' 0 1 0
62 WOOD BUCK DESIGN AND INSTALLATION IYDETAIL4
23'-25.9•38 — 63 - - IS THE-RESP_ONSIBILITY_OF_THE ENGINEER _ >39
OR ARCHffECT OF RECORD.MAXIMUM Typa
17 SHIM THICKNESS TO BE I/4. How iMcharB,C&D
20 15 16 17'-22.9• 0 0
82 DETAIL 23'-Z.5.11" 0 1
21 Al A2 26•t 1 1 PRODUC`f REVISED
M complyia4 with Em Fla
8 BuildingCodc
�(a"CYo29.2!
80 Accept.oce No
--- SEE NOTEBUCKSTR 2, --- - - —�• - - - - -- _ _
•---- - ---= THIS SHEET. 1' Revised By, Dote: Revision A: B
1-- -- I- - -19 84 lX'WOOD---- -Revised_BY: Dofe: __ Revision B:__ _ Enimtion D
TT innti ado Product rfxgi-•i
1/4'MAX SHIM V
0 Dc—iption: Drann By:
colucRETE' EMBEDMENT (&-. CROSS SECTIONS&INSTALLATION J ROSOWSKI
PERANCHOR - 1070 TECHNOLOGY DRIVE Title: Dote:
REQUIREMENT•, .. _ N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
INSTALLATION OPTION 3 P.O.NO BOX
1529
INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B Series/Model: Scale: Sheet: Drawing No. Rev:
1X INSTALLATION
A INTO MASONRY. A.LYNNN MILLER P.E. CERT. OF AUTH. #29296 CA-740 NTS 2 OF 11 MD-CA74O-LM B
CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISED
as ccmpiying with Cta Fimida
13 Rdmg
f-.-- 10',SEE NOTE 7,THIS SHEET AccaptMx No
FIGURE 1: r--I FIGURE 2: 740 SERIESAWNINGED
BY
WINDOW* 7imni nde Product C
D FRAME
WINDOW - ASSEMBLY
HEIGHTLi
TUBE FRAME ASSEMBLY TUBE NOTES:10',SEE NOTE 7. ^DTHIS SHEET Ti DIMENSIONS NSI WN ARE
\ / 740 SERIES
, TIP-TO-TIP DIMENSIONS FOR EACH
_ INDIVIDUAL WINDOW.FOR SIZES NOT Q CASEMENT—^
WINDOW SHOWN,ROUND UP—TO THE NEXT
WINDOW I I / AVAILABLE WIDTH OR HEIGHT
-"-I WIDTH 740 740 / - DIMENSION SHOWN ON THE TABLES. U Q
SERIES FRAME SERIES ^E ~
CASEMENT ASSEMBLY CASEMENT _ FRAME 2)ANY PRODUCT o,V
WINDOW TUBE WINDOW --- ASSEMBLY�� (CASEMEENT,NT,AWNING OR FIXED _�- ^E TUBE CASEMENT)MAYBE ATTACHED TO J o m J
THE FRAME ASSEMBLY TUBE.FOR - r
\740 SERIES ALL WINDOWS,USE THE WINDOWS ¢ F c r
FIXED WINDOW*
\` NOA FOR ANCHORAGE.SIZE AND o` Ll1 _J LL
DESIGN PRESSURE LIMITATIONS. Q
*SEE PRODUCTS NOA FOR -- 3)ALL WINDOWS IN THE ¢ N ? LL, co
j INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO Q
740 SERIES INDIVIDUALLY COMPLY WITH THE :!-
CASEMENT EXTERIOR �a REQUIREMENTS OF THEIR } O d H
U
WINDOW I-I � � RESPECTIVE NOA. O J Q z Z
�J 4)FRAME ASSEMBLY TUBE TO BE $ $ m
0 Z
740 SERIES 740 SERIES LU
FASTENED TO WINDOW,AS SHOW IN W
_ CASEMENT
AWNING Y 7
DETAILS,WITH MIN.#12 X 1'SHEET
FOR SINGLE UNITS: WINDOW* WINDOW METAL SCREWS.USE THE SAME (n U) ~ O
1)DETERMINE YOUR WINDOW SIZE MIN.11112 X 1"SMS SPACING AND QUANTITY AS THE Z
THROUGH FRAME OPPOSITE FRAME MEMBER. 0 ..w : ;F
AND GLASS, INSTALLATION HOLES ';
FRAME ASSEMBLY m r U) .4 2 LjJ R Q
2)KNOWING YOUR ANCHOR TYPE •V
5)THE FRAME ASSEMBLY TUBE MAY m 0 ()
o V Q TUBE
ASSEMBLY TUBE NOT EXCEED 62'IN LENGTH(AS USED o
AND SUBSTRATE,DETERMINE IN A 63'FLANGED WINDOW)OR BE `
MIN.#12 X LL r U v,
YOUR ANCHOR GROUP FROM MIN.#12 X USED IN TEE OR CROSS
TABLE 3,SHEET 4. 1'SMS 1"SMS CONFIGURATIONS.
THROUGH 740 SERIES THROUGH
CASEMENT INSTALLATION
3)FROM SHEETS 5-9,FIND THE INSTALLATION WINDOW HOLES 6)THE FRAME ASSEMBLY TUBE IS ® N N N
SHEET FOR YOUR GLASS TYPE. HOLES NOT REQUIRED TO BE CLIPPED TO
FIND THE PRODUCT'S DESIGN _ _ _ __ - _ _ - -- - - - -THE-SUBSTRATE-ALL EXTERIOR
740 SERIES 740 SERIES __ _ _ __ - - — -
o�
PRESSURE FROM THE TABLE _ - RIOR F�'E - - CASEMENT JOINTS TO BE SEALED BY INSTALLER. _
--- CASEMENT EXTE o x4
- - ASSEMBLY 740 SERIES
IG PRESSURE •o 5
LABELED'DESIGN =�mrn a
PS FOR SINGLE WINDOWS,ALL WINDOW WINDOW
TUBE FIXED 7 FOR ALL COMBINATION UNITS,
( f7 EXTERIOR EXTERIOR ) LIE ANCHOR GROUPS" CASEMENT ADDITIONAL INSTALLATION ANCHORS d o o
HORIZONTAL SECTION C-C a a WINDOW MAY NEED TO BE INSTALLED o °-Yo r
4)DIMENSIONS SHOWN ARE 1 THROUGH THE WINDOW FRAMES AT ro z z w
TIP-TO-TIP.FOR SIZES NOT 10'MAX.FROM EACH SIDE OF THE
SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE
AVAILABLE WIDTH OR HEIGHT -- — CENTERLINE:SEE-TABLE BELOW:=--
DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND-GLASS--MAKEUP,SEE FIGURES 1-&2.THIS`SHEET.DETERMINE YOUR-ANCHOR GROUW FROM TABLE 3,SHEET 4. an
_
--- --=TABLES-- ---- — Sidi,o!It.l � s FrertleAeomhl Tubo(FAT)
5)USING THE TABLE LABELED 2)FROM SHEETS 5.9,FIND THE SHEET FOR YOUR GLASS TYPE. Window Anchor Typo
'WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR"DESIGN LL Width A B,C&D _
(TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO AHORIZONTAL FRAMEASSEMBL Y TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 17'-22.9- 0 0
THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 23'-25.9' 0 1 _
NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. > 26"+ 1 1
JAMBS OF YOUR WINDOW. r Wndmv Anch,tT4)USING THE TABLE LABELED`WINDOWANCHORS REQUIRED"(TABLE 2,SHEET 4).DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD.SILL AND JAMBS OF w' H.Ight A �• ��6)INSTALL AS PER THE YOURWINDOW. 1T-228' 0 ,..INSTRUCTIONS ON SHEET 2. 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 z3-26•sr 0SHEET 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.
PEA 58705
TABLE 2: TABLE 4:
Window Anchors Required Jamb Snubber Locations PRODUCT REV1SW
as Window Width tin) Glass Type: Buiiding code
dm FMtie�kfu
under 23' 25.15/16' 273/4" 30" 33.112" 35. 3T PVB SG Ace4ptsace No`� •2
Anchor Group Anchor Group Anchor Group Anctx)fGroup Anchor Group Anchor Group Anchor Group (Types 1.4&5) (Types 2,3&6-9) E irat Dalo
A B C&D A B C&D A B C&D A B C&D A B C8D A B C&D A B C&p
Jamb —2 -2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12"max.from B
j7Z
63e and None each end&30" aai m1e Product
Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 E less Required max O.C.
'lei 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 rn
Head/SIT 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 1T max.from 12"max.from
Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 o%er 63" each end&30" each end&30' c m
HeadlSill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C, max O.C.
Jamb 4 4 4 4 6 4 4 B 4 4 6 4 4 6 4 4 6 4 6 6 4
Fleed/Shc —2 -2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 "PVB'=BUTACITE���((BB BY KURARAY AMERICA,INC. J
"SG'=SENTRYGLAeiBY KURARAY AMERICA,INC.Jamb 4 6 4 4 6 4 4 6 4 4 6 4 8 6 4 6 6 4 6 6 4 tiHead/Sl8 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3Q
Jamb 6 B 4 6 6 4 6 8 4 6 8 4 6 6 4 B 6 4 6 B 4 1)USE THIS TABLE FOR (n 2 HeadlSIR 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ALL WINDOWS PER THEELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS:Jamb 6 8 6 6 8 6 6 8 6 6 8 6 '8 8 8 6 8 6 6 8 6 DIMENSIONS SHOWN ARE
HeadlSlll 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOWTIP-TO-TIP. f 1t f� (' %\ J2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT , (fX1t` X\6 8 6 8 8 6 8 10 6 8 10 e 8 10 8 8 10 6 8 t0 8 , ND UP TO )( ,THE NEXT AVAILABLE •s Z2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 /XWIDTH OR HEIGHT \ QJamb 6 8 6 8 10 6 8 10 6 a 10 8 8 10 8 DIMENSION SHOWN ONEm
HeadlSUI 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. N U+ 0
:'X'\` O O` Z O o z
n
TABLE 3: A I f 1 -� f i o° -6 O LL1 Z
Min. Min. Min. Anchor EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW:7/16'ANNEALED SG LAMI.GLASS, �X; O ;!X', X f+X�i
Group Anchor Substrate Ede O.C. Plate Y (-
9 Embedment 1/4'MASONRY ANCHORS INTO CONCRETE,+701-80 PSF DP REQUIRED.NO ANCHOR PLATE 1 ,f
Distance Distance Required?
Nt
114"steel Uhmcon Hollow Block 1- 8 1-1/4' No CASEMENT ANCHORS: LLi
S.Pine 5/B" 1' 1318• No t S
A)FROM TABLE 9,ANCHORS C 8 D ALLOW A DP OF+70/-90. p Q �p \p m .4 LLI a U
A 014,steel SMS(GS) 6083-T6 Alum. 318' SIB' .050' No O O m
or 014,410 SS SMS A36 Steel $16" SW .050• No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE p� y P� ( '�U
A653 Stud,Gr.33 318' 5/8' .035",20 Ga. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. F 0� �,0 o "Z v Q
¢
S.Pine 5/8" 1' 1318" No
B #12,steel SMS(G5) 6063-T5 Alum. 318" 5/8' .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB.
or#12,410 SS SMS A36 Steel 3/8' 5/8, .050, No
A653 Stud,Gr.33 318' 518" .035",20 Ga. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL
® pn n m
2.85k Concrete 2-1/2' 4' 1318' No o c°i P1
1l4'_steel_Ultracon- 2.85k Concrete 1' 4" 1.3/4' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10" 1p^►lI "'`"n n -
- ---------- ADDITIONAL--- O-- -- - - ----
Hallow Block 2.1/2' 5' 1-114" No
F)PER RULES ON SHEETS 2 8 3,INSTALL 1 ANCHOR ON THE FRAMEASSEMBLY
C S.Pine 518" 1" 13/8' Yes TUBE SIDE OF THE AWNING(HEAD&SILL). 4" 4' 4'
#12,steel SMS(GS) 6063-T5 Alum. 318' 5/8' .0713• Yes
U-Og
or 410 SS SMS A36 Steel 31W 5/8, .050' Yes - ~>ri Y o
A653 Stud,Gr.33 318" 5/8' .D45',18 Ga.. Yes j o Z z a,S.Pine Sir 1- 13/8' Yee
#14,steel SMS(GS) 606345 Alum. Wo" 5/8' .0713• Yes FIXED CASEMENT ANCHORS(SEE S NO A):
/
A)FROM TABLE 9,ANCHORS C 8 D ALLOLLO ATE W A DP OF+70/-83.1.
or 014,410 SS SMS A36 Steel 318' 518, .050• Yes 10.8
-- ----- ------ - --- --A653 Stud,-Gr.33--318^ -518' ,045':-18 Ga, -=Yea- ----8)FOR THE-JAMB,FROM-TABLE 3r ANCHOR-TYP-EC.HASTHE ANCHOR AND-_ -
- �a 6
2.BSk Concrete 1' 4• 1-3/4' Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
2.85k Concrete 2-1/2' 4" I-We" Yes 61"
1l4' steel Ultrecon
p Hollow Block 2-112• S. 1.1/4' Yea C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB.
Filled Block 2-1/2" 4• 1314• Yes \ -
14"410 SS 3.351k Concrete 1" 5 13(4• No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL,
CreleFlaz Hallow Black 2-172" 5" 1-1/4' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
3.5k Concrete 1.1/4" 5" 1-3/4* No 1 I \ i
5116• steel Ultracon Hollow Block 3-118" 5• 1-114" No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4^ _ _ __ ___ -_-__ 4-
Filled Block 2-1/2" 5" 13/4' No ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). -
NOTES: I -- 25' 20-+ 20- T ,
1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. I-_ 48" A.LYNN uiILieR,P.E.
2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. P.E.0 58705
FOR GLASS TYPES:
TABLE 5:
1)5/16"LAMI(1/8 AN-.090"PVB-1l8 AN) PRODUCT RF.VtSGD
Design Pressure(psi)br Single Windows,Ali Anchor Groups m complying with the Florid¢
4)7/8"LAMI.IG:(1/8"AN-7/16'AIR-1/8"AN-.090"PVB-1/8"AN) BuddmB Code
window Wldlh nocaptence Not •Qo2r'•21�
urMer 23" 25.15/16° 27.3/4' 30" 33.1/2' 35' 3T "PVB"=BUTACITEVB BY KURARAY AMERICA,INC. Ekpiml5m Date
under 23" +7W-90 +701.90 +70/-90 +701.90 +701.90 +70f90 +70/-90
25.15116" +701-90 +7W40 +70/-90 +701-90 +701-90 +701.90 +70/-90 T y
Aliomi de Pro'di eL
38.T/8" +7W90 +701.90 +70/90 +70/-90 +70190 +70190 +70190 WINDOW
1. +7D/90 +701-90 +70190 +70/-90 +70/-90 +70190 +701-91 HEIGHT
x 50-519' +7W-90 +701-90 +701-90 -701-90 +701-90 +701-90 +701.89.2 u
¢m
60" +70/.90 +70/-90 +701-90 +70I-B8.5 +701-80.6 +701-77.7 +701-74.3
A76'
+7W-90 +701.90 r70/-90 +70196.3 +701.76.5 +701-73.7 +701-70.1 -�WINDOW
WIDTH
+701-90 +701-87.2 +701-77.7 +601-71.5 +601.62.4 +6W-60.9 +/-59.3 O
SEE SHEETS 1 8 4 FOR
+7W4D +7W-84.6 +7W-75.7 +l97.3 +l-58.9 +/-57.2 +/-55.6W+7W-71.3 +60f�21 +l-54.2 WINDOWANCHOR a, Z dLj +70190 +7W-80.4 LOCATIONS AND QUANTITIES. (n :V
_I
TABLES: r t-
Design Pressure(psi)for Wmdo%,s Attached to a Vertical Frame Assembly Tube o _J ILL."s Q O
m Window Width W W %to
under 23' 25.15I18" 27-314" 30' 33.112' 35" 3T 4. O �
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Cl)
A 13 C D A B C&D B A,CBD B A,CBD A B C&D B A,CBD B A,CBD W LLI O •�
under 23" +70190 +701-90 +7W-90 +701-90 +7W.90 +70'•90 +701.90 +701-90 +7W-90 +701-90 .701.90 -701.90 +70190 +701-9D +701-90 +70f•90 +7W90 +70/-90 y 0 N Z
(n Z
25.15116" +701.90 +W90 +701-0 +701-90 +7 -90 +7 -90 +701-9 +70/•90 +701-90 +701.90 +7W-90 +701.90 +TW-90 *701.90 O0
38-318" +701-90 +701.71.8 +70/-90 +701-90 +701-81 +70'-90 +701-90 -701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701.90 +701-90 +7(Y-90 +701-90 _ w ?>
48' +701-73.1 +1-57.3 +701-90 +701-90 +1-64.8 +7(Y-90 +70/-90 +701-90 +7W-90 +701-87.8 +701.90 +70/.90 +701.78.6 +701-90 +701.90 +701-90 +7DI-88.9 +701.90 Y
50-518" +1-89.3 +154.3 +7W-90 +701-90 +191.4 +7111-90 +7W-90 +701-90 +701-90 +701-83.2 +701.90 +701-90 -701.74.6 +701-90 +To-,T9.2 +701-90 +701-84.3 +70/992 j d Z
LLI
63° p 7
77 QO :NZ60' +l•58.5 +1-05.8 +70/.84.7 +7W-90 +151.8 +701-01 +7 -90 -7. +7 -90 +7W-72 .78.5 +701.80.3 701•
+l•55.7 +143.6 +701A07 +701-SRS +/49.3 +701•T7.3 W -7 +1g9 .76.5 +70 +701-73.7 +1-67.6 +701.70-1 O� o a+70 8 � ti
�U
FRAME ' o o Q ti U rn
-� I•.- ASSEMBLY
10'MAX.
TUBE
TABLE 7: l� _
Design Pressure(psQ for Windows Attached to a Horizontal Fmmo Assembly Tube
WINDOW �a O1�
Window Width
-under 23"- 25.15l16' --27.314'- --30'-" ---- -33-IIT- - 35' -3T WINDOW
FRAME
HEIGHT ASSEMBLY z W m vi a
Anchor Anchor Anchor Anchor _ TUBE ADDITIONAL w
ArxtwrGroup Anchor Group Ancfwr Group WINDOW z
Group Group Group Group WIDTH ANCHOR r - 0
All All All Ali B A,C 8 D A B CBD A B C 8 D 10'MTTAX- (4).IF REQ. a z ¢
under23• +701-90 +70/40 +70190 +7W-90 +70192,1 +70190 +70190 +701.78.5 +701-90 +701-90 +701-74.3 +701-90 } SEE SHEETS 1 8 4 FOR WINDOW ANCHOR z "'
ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET U
25.15116• +70140 +70/-90 +70190 +701-90 +701-90 +7W90 +70/98.8 +701-90 +701-90 +7W94 +701.90 +70/90 ANCHOR
38,V8" +70/-90 +70190 +701.90 +7W9p +701.90 +70190 +7W90 +70/90 +70190 +7W-90 +70/-90 +701-90 _ _ _ (4).IF RED._ 3 REQUIROR ANYED
ADDITIONAL ANCHORS_-__ -
_ - - --- -- - -REQUIREDFORTHE FRAME ASSEMBLY
48'_ +7Wc90 _+.70/90_ _+701A0 _*ZW-90---+70/-90==+TW-90--+7W-90 `-+701-90-`-+7W90--+7W9a-�OI90 +7W90 TUBE. ,
WINDOW .
50.516" +70790 +70l90 +7W-90 +701-90 +701-90 +7W-BD +7W-90 +701•90 +701-90 +701-89,2 +7W-89.2 +7W89.2 -�I WIDTH
g60" +701-90 +701-00 +701-90 +701-88.5 +7W40.6 +701.80.6 +701-77.7 +7W-T7.7 +7W-77.7 +701-74.3 +7W-74.3 +7W-74.3 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR
83' +7W90 +70/90 +7W-90 +70/64.3 +701-76.5 +7W-76.5 +701-73.7 +701-73.7 +7W73.7 +7W-70.1 +7W-70.1 +70!•70.1 LOCATIONS AND QUANTITIES.SEE SHEET
72' +7W9p +7W47.2 +70/-77.7 +70171.5 +60I92.4 +6W92.4 +60/-60.9 +6W-60.9 +6W60.B +/.59.3 +/59,3 +/•59.3 3FOR ANY ADDITIONAL ANCHORS
76' +7W90 +70144.6 +701-75.7 +/-67.3 +/-58.9 +/{8.9 M57.2 +/17.2 +1-57.2 +/55.8 +/-55.8 +/.55,8 REQUIRED FOR THE FRAME ASSEMBLY (it I C6 1
B4' +70!•90 +7WA0.4 +70141.3 +601-62.1 +/-54.2 +1-64.2 TUBE.
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER,P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.058705
FOR GLASS TYPES:
TABLE 8:
Design Pressure(psf)for Single Windows,Ali Anchor Groups �2)7116"LAMI(3/16 AN-.090"SG-3/16 AN) PROD VISED
w comPlPlYyi-cns wit".ow Ftn[1da
Window Width -SG'=SENTRYGLASNBY KURARAY AMERICA,INC. BoildinA Cede I
Arcaptnnce r4o
under 23' 25-15116' 27.3/4' 30" 33.1/2' 35" 37' E• rei Date
under23' +9p1-130 +901.130 4901-130 +901.130 +901-130 +90/-130 +901-130 WINDOW 1
25-15/16" +901-130 4901.130 +901-130 +90/•130 +901-130 +901-130 +901-130 HEIGHT Mlani ode Prodpci
3"B" +901430 4901.130 +901-130 +90/-130 +901-130 +901-130 +901-130
rn 46" +90/430 +901.130 +801-131) +90/430 +90/-130 +901-130 +901-130
6 50518" +90/-130 +90/430 +901.130 +901-130 +901.130 +901-130 +901-130 WINDOW S Cfl
60' +901.130 +90/"130 +901.130 +90/- wiorH 130 +901-130 +901-130 +90/-130
63' +90/-130 +gol.130 +901.130 +SO!-13D +90l-130 +90/-130 +801-129.8 SEE SHEETS 1&4 FOR
72" +9W-130 +90/-130 +90/-130 +BD/-130 +9p/-129.1 +90f-122.5 +901-113.8 WINDOW ANCHOR r
LOCATIONS AND QUANTITIES. Ld
78' +90/•130 +901430 +9p1-130 +901-130 +90/-124.1 +W-116.7 -901-107.8 IL
84' +901.130 +901.130 +90/-130 +80/-130 +g01-116.4 r
F U) z U
� a
Z o�
n a-
TABLE 9: c-
d
Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube LL
Window Width a W LLI rfl
IT under 23" 26.1506" 27-3W 30" 33.112" 35" 37 04
d w
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
A B C D A B 1 C&D B A,CBD A B C&D A B C&D B A,CBD A B C&D ODD LU 0 bH
under 23'r+701-73A
+701-90 .701-90 +701-90 +70/-90 +701.90 +701.90 +7W-90 +79-90 +701.90 +70'-90 +701-90 +701.90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 3 ., 0 Z
r 2515116" +701-90 -701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +70'-90 -701-90 +701-90 +701-90 +70'-90 +701-90 +70/-90 +701-90 +701-90 +701.90 +701-90 +701-90 oo $p Z
38-3/B" +70'•71.6 +701-90 +70/-90 +701-81 +70/•90 +7W 90 +701-90 +70'-90 +701-90 +70'-90 +701-90 +70'-90 +701.90 +70'-90 -701-90 +701.90 +701-90 +701-90 +701-90 W
48' +1-67.3 +701-90 +701-90 +1.84.8 +701-90 +701-90 +7U7.90 +70r-90 +701-90 +701-87.8 +701-90 +70'-90 +701-90 +70'-90 +701-90 +701-90 +70/-90 +70'•88.9 +701-90
'260-5/8" +154.3 +70/-90 +70/-90 +151.4 +701.90 +701-90 +701-90 +70'-90 +701-90 +701.83.2 +701-90 +7U-90 +701-90 +70'.90 +701-89.2 +701-90 -701.90 +70'-84.3 +701.90 > a Z �60" +/45.8 +701.84.7 +70/-90 +1-51.8 +70'-81.2 +701-90 +7d-75.9 +70'-90 +701a.6 -701.70.2 +701-90 +701.80.3 +701-78.6 +70'-90 +701.75-2 -701-90 +7D/-90 +70'•71.2 +701.90 w
63' +143.6 +701-80.7 +70'-89.5 +149.3 +70'-77.3 +701.90 +70'-72.3 +7N-90 +70145.3 +/-66.9 +701-90 +701.76.5 +701-74.9 +701-90 +701-71.6 +701-90 +701.8d5 +1-67.8 +701-90 m'` O o(D � $~
E m�0 „W 0) >V
vQ
FRAME a 2 o❑ 1=U r"n
10`MAX -� 4.- ASSEMBLY
TABLE 10: I TUBE
Design Pressure(psf)for Windows Attached to a Horizontal Frame Assembly Tube T ® o m N N
Window Wirth WINDOW
_ WINDOW- FRAME _ _ -_- _HEIGHT
-�--under 23" Z.16116' 27.314" 30' 33.112" 35" 3T' HEIGHT ASSEMBLY x
Anchor Anchor Anchor Anchor Anchor Anchor TUBE z W m a
Anchor Group Anchor Group jL ADDITONAL z
Group Group Group Group Group Group WINDOW r o 0 0
10"MAX WIDTH ANCHOR
AN All All All B A,CBD A B C&D A B CdD z w
(4),IF RED.
under 23° +7a-90 +701-90 +70/-90 +70t•90 +701-821 +70'-90 +7M-90 +70-76.5 +701-90 +701-90 -701.74.3 +70'-90 ADDmONAL o z
ANCHOR SEE SHEETS 1 8 4 FOR WINDOW ANCHOR
2S1S116' +70d-90 +701.90 -701.90 +70/-90 +701.90 +70'-90 -701-88.8 +701-90 +701-90 ♦701-84 +701-90 +70'-90 (4).IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET
38ar +70'-90 +70'-90 +701-90 +701-90 +701-90 +70'-90 +701.90 +701-90 -701.90 +701-90 +701-90 +7U'-90 3 FOR ANY ADDITIONAL ANCHORS
-- - - _ - - __+ - -_ - ------REQUIRED.FOR THE FRAME ASSEMBLY-
-� 48" �0'-90-�70G90--s701=90-�701-90-+lOT•90--+7d-90- +701.90-`+707-90-`AOl-90- 70k90- •70/•90- +7N-90-- WINDOW-L- - TUBE. -
I 50.518" +7d•90 +70f-90 +701-90 +70/•90 +701.90 +701•90 +701.90 +701-90 +701-90 +701.90 +701.90 +7d•90 � WIDTH r
'S fi0 +70'•90 .701.90 +701-90 +70I-90 +701-90 +71v90 +70'.90 +701-90 +701.90 .701.90 +70/•90 +701.90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR -
B LOCATIONS AND QUANTITIES.SEE SHEET .
83" +701.90 +701-90 +701-90 +701-90 +701.90 +701•90 +701.90 +701-90 +701.90 +701-90 +701.90 +70'-90 _
3FOR ANY ADDITIONAL ANCHORS - '•� �6
72" +7a•90 +701•90 +70/-90 +70/-90 +703o +70r•90 +70'-90 +701-90 +70/•90 +70f-90 +70!•90 *70'•90 REQUIRED FOR THE FRAME ASSEMBLY
!!
78" +7W90 N0/-90 +701-90 +TO/-90 +701-90 +70'•90 +70'-90 +701.90 +70f•90 +70l-90 +701-90 *7N-90 TUBE. O ,
04" 1 +70'-90 1 +701-90 +701.00 +701-90 +70/-90 +70/-90
NOTES: r
1)SEE SHEET FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER,P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.4 68705
FOR GLASS TYPES:
TABLE 11: PRODUCT REVISED
Design Pressure(pal)for Single Windows,All Anchor Groups 3)7/16"LAMI(3/16 HS-.090"SIG-3/16 HS) in complying with rho Florida
Window Width7)7/8"LAML IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) Azpit,,b'=!(.0&26l.ZJ
Erz-,mim,Date
under23^ z5-1511s• 27a1a^ 30• 33-112• 35• 37' 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS)
under23° +90/-130 +90/-130 +9D/-130 +901-130 +901-130 +901-130 +901-130 'SG"=SENTRYGLAS%YKURARAY AMERICA,INC. ➢y
A.fir7ti`sde Pradu^_L
2515/16' +501-330 -901.130 +90/430 +901-130 +901-130 +901-130 +901-130
38-T9• +901.130 +90/-130 +90/430 +90/430 +90/-130 +901-130 +901-130
48' +90/-130 +00l-130 +90/430 -901-130 +90/430 +90/-130 +901-130
50_5B• +g0l-130 +901-130 +901-130 +90/.130 +90/-130 +901-130 +901-130 } .
60• +901-130 +BOI-130 +801-130 +BO/-130 +901-130 ♦001-130 +901-130 WINDOW
63' +901-130 +90l-130 +90/-130 +901.130 +901-130 +901-130 *90/-130 HEIGHT
lY +Sol-130 +901-130 +SW-130 +901-130 +901-130 +901-130 +90/-130 i 11
76' +9g/-130 +BO/-130 +90/-130 +801-130 *g01-110 +90/-130 +901-130 WINDOW a ti
84• +901-130 +90/-130 +Dl-130 +901-130 +9D/-130 WIDTH
} U =U
SEE SHEETS 1 8 4 FOR
WINDOW ANCHOR (' '0 0
LOCATIONS AND QUANTITIES. Z _j g
TABLE 12: z (n a--
Design Pressure(ps!)for Windows Attached to a Vertical Frame Assembly Tube _ (� '--1 LL
0
Window Width W 11-
m under 23" 2515116^ 27-314• 30" 33-V2" 35' 37" N a 0
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group !n
A B C D A B C&D B A,CBD A B C&D A B C&D B A,CBD A B C&D 00 0 O eH
under 23" -701-90 +701-90 +70/-90 +701.90 +701-90 +701-90 +701.90 +701-90 +701-90 +701.90 .701.90 +701-90 +701.90 +701-90 +7&.!)0 +701.90 +701-90 +701.90 +70/•90 +70/•90 8 `; _ B Z
i. 2615/16" +70l-90 +70/-90 +701-90 +701-90 +701.90 +701.90 +701-90 +701-90 +701.90 +701-90 +70'•90 +701.90 +701.90 +701-90 +701•90 +701-90 +70/-90 +701.90 +701-90 +701.90 -6 o p U Z
38.3l8" +701-90 +70'-71.6 -701-90 +70/.90 +701-81 +70/-90 +701.90 +701-90 +7U'-90 +701-90 +70-90 +701-90 +7U'-90 +701.90 +701-90 +701-90 +701-90 +701.90 +701-90 +701.90 _ W
1. +701.731 +1.51.3 +701-90 +701-90 +1-64.8 +70f-90 -701-90 +701.90 +701-90 +701.90 +70/$7.8 +701-90 +701-90 +701-90 +70'-90 1 +701-90 +701-90 1 +701-90 +701-88.9 +701-90 Y W
F 50-518' +/$9.3 +1S4.3 +701-90 +701-90 +1$1.4 +701-90 +701-90 +701.90 +70'-90 -701-90 +701-83.2 +701-90 +701-90 +701-90 +7Gr-9D +70/$9.2 +701-90 +701-90 +7d-B4.3 +701-90 Q- z 0
60" +158.5 +l-45.B +70/$4.7 +7U7-90 +Ib1.8 +701-81.2 +701-90 +701-75.9 +701.90 +70/-89.6 +70/-70.2 +70f-90 +7Df-80.3 +701.78.6 +701-90 +701.75.2 +701-90 +701.90 +701.71.2 +701-90 Q Z N
o r
63' +l•55.7 +1-03.8 *701$0.7 +7tY$9.5 +/-09.3 +70!•77.3 *70l-90 +701-723 +70'-90 +70/-85.3 *I$6.9 +70l-90 +701-78.5 +701.74.9 +7d-90 +70l-71.8 +701-90 +70!$8.5 +l-6/.8 +70l-90 ms: a U o LLI Q
v m 0 : W U \U
s i Q
FRAME z r; o VT U yr
10'MAX. --� -+- ASSEMBLY
TUBE
TABLE 13:
o
Design Pressure(psf)for Windows Attached to a Hor¢ontal Frame Assembly Tube � Of
El Window Width ___ - __ - _ - _ -_ _ WINDOW
WINDOW FRAME- - -HEIGHT_
under23' 25-15f16' 27-314" _ 3T_ - _33.1/2' -35° - 37• HEIGHT ASSEMBLY o x
-- - Anchor Anchor Anchor Anchor Anchor Anchor TUBE __o m ui a
Group Group Group Group Group Group AnahorGreup Anchor WINDOW _ ADDITIONAL rZoo o
ram' ANCHOR a s
All All All All B A.C t3 D A B C 6 D A B C&D 10^` WIDTH (4),IF REQ. Z w
z
under23" +701-90 +70190 +701-90 +701-90 +701-82.1 +701.90 +70'90 +70178.5 +701-90 +70/-90 +70/-74.3 +7W-90 ADDITIONAL SEE SHEETS 1 84 FOR WINDOW ANCHOR
25-15116' +7d-90 +701-90 +70'-90 +70'-90 +701.90 +70/90 +70/$8.8 -701-90 +701-90 -701-84 +701-90 +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET _
(4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS_==_-- - -
38-318° +70190 +701-90 +7d-90 +701-90 I +7d-90 +70'-90 +70'-90 +701.90 +701-90 +70/-90 +701-90 +701-90 _ _ _-_ _ _- - =="REQUIRED FOR THE FRAME ASSEMBLY
48" +70190 +70190 +70190 +70190._ _+70AO__-+70'190=_r70'A0-_+70/-90--+701-'90==+70/-90-=+70%90- +70/-90--- WINDOW TUBE.
------_'=5D-5/r--+70190+7N90 +70'90 +70190 +70190 +70-90 +70190 +7DI-90 -701.90 +701-90 +70/-90 +70/-90
60' +7d90 +7NA0 +70'90 +701-90 +70'90 +7d90 +70'90 +70/90 +701.90 +7W-90 +701-90 +70/-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR
+70'90 +7d90 *70'90 +70190 +7d90 +701-90 +701-90 +70/-90 +70/-90 +701.90 LOCATIONS AND QUANTITIES.SEE SHEET �--
63- +7U90 +70190 3 FOR ANY ADDITIONAL ANCHORS
72' +70190 +70'-90 +70190 +70'90 +70190 +701.90 +701-90 +7W-90 +701-90 +70/-90 +7W-90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY
76" +70190 +70'90 +70d-90 +70190 +7(Y90 +7(Y90 +71Y90 +701-90 *70/-90 +701-90 +701-90 *70l-90 TUBE,
84" +7(Y90 +70190 +7(Y90 +7990 +70'90 +70190
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,PE
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.k 6B705
FOR GLASS TYPES:
TABLE 14'. 5)7/8"LAMI.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) PRODUCTREVIs6D
Design Pressure(psl)f)r Single Windows,All Anchor Groups as complying wph the Fladda
'PVB'=BUTACITEW'VB BY KURARAY AMERICA,INC. IIui]Jbrg Coda
Window Width Acwpnnooe No «o�2)
under 23' 25-16/16' 27-&4" 30' 33-1/2' 35" 37- Fxp rndon Date l�j
under 23" +70/-90 +701.90 +701.90 +701-M +701-90 +70t-90 +701•90 _
26-15/16' +701•90 +701-90 +701.90 +70/-90 +701.90 +701-90 +70/-90 Ey
Miami ride
PrWucl
3S-318" +7a-90 +701.90 +701.90 +701-90 +701-90 +701-90 +701.90
rn 48• +70/50 +70190 +70/•90 +701-90 +701-90 +70/•90 *701-90
i sos1B° +7a•so +7a•so +7a90 +7a90 +7a-so +70/90 wa90 �m
60' +7a-90 +701.90 +701.90 +701.90 +7a-90 +70/.88.6 +7a-84.6 WINDOW
HEIGHT
83" +701-90 +701.90 +7a•90 +70/-90 +70/-87.2 +701-84 +701.79.9 J
72" +701-90 +701.90 +7a-80.5 -+701A1.5 +601-70 +60489.4 +6a£7.6 O
76" +701-90 +7a•90 +7a-B6.3 +7a-78.7 +6a•B72 *Bad5.2 +6a33.3 WINDOW a
84' +701-90 +70/-90 +7a-81.3 +80/•70 a8ph81.8 WIDTH ` z U
SEE SHEETS 1&4 FOR 1r-' u(f c Q
WINDOW ANCHOR 0
LOCATIONS AND QUANTITIES. Z o
TABLE 15:
Design Pressure(psg for Windows Attached to a Vertical From Assembly Tube d fn
m r W W Window Width Q O
under23' 25-15/16' 27-3/4" 30' 33-112' 35' 3 °i 0D
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group a- c
A B IC D A B C&D B A.C&D A B C&D A B C&D B A.C&D B A.C&D (n 3: U)
under 23' +70/-90 +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701.90 +7a90 +70190 +701-90 +701-90 +70190 +701.90 -701-90 +701.90 +701-90 O � O u F.
25-15116' +701-90 +701-90 +701-90 +701.90 +701-90 +7a90 +701-90 +701-90 +7a-90 +7a•90 +701-90 +701-90 +701-90 +7a-90 +7a•90 +701.90 +701.90 +70/-80 +701-90, `� Q Z
38318" +70/-90 +701.71.6 +701.90 +701-90 +701.81 +701-90 +7a-90 +70190 +7a-90 +7a•90 +7a90 +70190 +701-90 +7a•90 +7a90 +701-90 +70I90 +701.90 +701-90 0 o O (n Z_
46' +701-73.1 +/.87.3 +701.90 +701-90 +1-64.8 +701A0 +701-90 +701-90 +70/•90 +7a90 +70/97.8 +70190 +7a-90 +70/-7&6 +701-90 +70190 +701-90 +70/98.9 +70190 _ W
50518' -1.69.3 +/34.3 +701.90 +701-90 +191.4 +701-90 +701-90 +701-90 +701-90 +7a-90 +701.83.2 +701-90 +7a-90 +70/-74.6 +70190 +70/99.2 +701-90 +70/-84.3 +701-90 Y L F,
60' +/98,5 +145.8 +7a94.7 +701-90 +Ih1.8 +70/-61.2 +701-90 +7a75.9 +70190 +701A9.6 +701-70.2 +70I90 +70/30.3 +/92.9 +7a90 +701-75.2 +701.88.6 +701-71.2 +70/94.6 CL Z 0
63' +/-85.7 +/-43.6 +7a30.7 +701.89,5 +139.3 +701-77.3 +70/-90 +701-72.3 +70/90 470/95.3 +/-66.9 +701.90 +701-76.5 +/-59.9 +70/97.2 +7a-71.6 +701-84 +/97.8 +701.79.9 Z
'. 0 0(7 LLI o
FRAME
10'MAX --� ASSEMBLY
TUBE
TABLE 16: WINT 2
Design Pressure(Pao kr Windows Attached to a Horizontal Frame Assembly Tube HEIGHT
Window Width _ _ -- -
i � a
under23' 25-15116'__27314' -30'- - --33-1/2'---- - _ -- -35' 37' WINDOW FRAME - - WINDOW n
- oJ�J
ADDITIONAL
Anchor Anchor Anchor Anetwr HAG, I TUBEMBLY -^1 WIDTH �+- ANCHOR =u'm N a
Group Group Group Group Anchor Group Anchor Group Anchor Group 1y 1y- (4),IF REO.
d0
All All All All B A,C 8 D A B C&D A B C&D 10°MAX, SEE SHEETS 1&4 FOR WINDOW ANCHOR >d x o
LOCATIONS AND QUANTITIES.SEE SHEET z o c,
under23' +70190 +701-90 +70190 +70/-90 +701.82.1 +7a-BD +701-90 +7a-78.5 +7a90 +70/9D +701-74.3 +7a-90 ADDITIONAL 3 FOR ANY ADDITIONAL ANCHORS c�
25.15118' +7a90 +7a-90 +70/-W +70190 a7a•90 +7a-90 +7a38.8 *70/-90 +7a•90 +7p/94 +70/-90 +701•90 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY
38318' +7a90 +7a-90 +70/•90 +701-90 +7a90 +701.90 +701-90 +701.90 +7a-90 +70/•90 +701-90 +70190 _ _ _ -_-_(4),IF REQ____--_TUBE.= -
= 48" +701-90 +7a-80 +70/_90_ _�70Ir90 __+7a-90--+7a-90=-+701-9D-=+701.90'==+7a90--+70F90+7a-90 +701.90 _ --
- `50-618" +70/-90 +7a•90 +70F90 +7019g +7a•90 +70/•90 +70190 +70/•90 +701-90 +701.90 +701.90 +70190 WINDOWIDTW I -
60' +70190 +7a-90 +701-90 +701-9D +70190 +701.90 +70148.6 +7a-08.6 +70/48.6 +701.84.6 +701-04.6 +70/-84.e
SEE SHEETS 1&4 FOR WINDOW ANCHOR
63' +70190 +70190 +70/-90 +70/-9D +701-67.2 +701-87.2 +701-84 +701A4 +70194 +701-79.9 +701.79.9 +701-79.9 LOCATIONS AND QUANTITIES.SEE SHEET
72' +70190 +7a-90- +7a•88.5 +7a91.5 +Ba-70 +BOI-70 +6a•8B.4 +60/•59.4 +60/99.4 +60/•67.6 +601-67.6 +60/57.8 3 FOR ANY ADDITIONAL ANCHORS (�
76' +7a-90 +70190 *701.88.3 +701-76.7 +601.87.2 +60/97.2 +6a95.2 +801.85.2 +601-65.2 +601.63.3 +601.63.3 +60/93.3 REQUIRED FOR THE FRAME ASSEMBLY
84' +7a-90 +7a90 +7a91.3 +60/-70 +601.81.8 *60191.8 TUBE. .
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.d 58705
FOR GLASS TYPES:
TABLE 17:
6)7/8"LAMI.IG:(3116"AN-1/4"AIR-3/16"AN .090"SG-3/16"AN)a PROpCTRHNISED Desf9n Preseum(pa0 for Single Windows,All Anchor Groups ns complying whh the Florida
8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) Beilalnseeaa
Window Width A=ptaece No t6f C*2 2I
under 23" 25.15/16' 27.3l4' 30' 33.112' 35" 37' "SG'=SENTRYGLA BY KURARAY AMERICA,INC. F,t rat D+� +�1016
under 23' +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 i3
Y
25-15I16' +901-130 +90/430 +901-130 +90/•130 +90/-130 +90/-130 +9pf-130
Minn ode P
3"8" a901-130 +901-130 +90I.130 +90/-130 +9D1-130 -901-130 +9D/-130
.. I. +90I.130 +9D/-130 +9D1-130 +901.130 +90/-130 +901-130 +901-130 -I-
i 50.5/8' +90/•130 +901.130 +901-130 +901-130 +SDI-130 +901-130 +901-130 1
WINDOW
P1. +SO1-130 +901.130 +90/•130 +901-130 +90/-130 +901-130 +901-130 HEIGHT
63' 7901-330 +9 3030 +90/-130 +401-130 +g01-130 +901-130 +gpl-130 J
72" +SW-130 *901.130 +901-130 +90/-130 +901-130 +901-124.6 +901-115.7
78' a901-130 +901•130 +90I-130 +90/-130 +SDI-126.2 +90/•178.7 +901-109.6 WINDOW
84° LU
+901-130 +90/-130 +901-130 +SOW-130 +90/-118.4 WIDTH d
li_ >- (A z°V
SEE SHEETS 1&4 FOR Hod
WINDOW ANCHOR em
c m
LOCATIONS AND QUANTITIES. NQZ, o
J r
TABLE 18: < � (n
Design Pressure(psf)for W indmvs Attached to a Vertical Frame Assembly Tube
ILL
FP
61 Window Width w "0
under 23" 25116" 27-314' 30° 33-112" 35' 37"
Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group N (L
fn
A B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D A B C&D 0000 W O a;H
under 23' +701.90 +701.90 +701-90 +701-90 +701-90 +701-90 +70/•90 +701-90 +7U'-90 +701.90 +70'-90 +701-90 +70.90 +7W-90 +70'-90 *70'-� *701-90 +701-90 +701•90 +701-90 e; _ v,Z
E 25-151t6' +701-90 a701-90 +701-90 +701-90 +7W90 +701.90 +701-90 +701-90 +70'-90 +701.90 +70'-90 +701-90 +70'•90 +701-90 +701.90 +701-90 +701-90 +70/•90 +701.90 +701.90 0 o O (1) Z
38aV +701-90 -79.71.6 +T01-90 +701.90 +701-81 +701-90 +701-90 +701-90 +70'-90 +701-90 +70'-90 +701-90 +70'-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701.90 +70190 _ W
48° +701-73.1 +1.57.3 +701-90 +701-90 +/1i4.8 +701-90 +701-90 +70/ 0 +701-90 +701.90 +701-87.8 +70/.90 +701-90 +701-90 +70r-90 +701-9D +7DI.90 +70/-90 +70'-88.9 a701-90 Y
50.518° of
+1-69.3 +1.54.3 -701-90 +70)-90 +l$1.4 +701-90 +701-90 +701.90 +70.90 +701-90 +701-83.2 +701.90 +70CD
'-90 +701.90 +7a-90 +701-89.2 +701.90 +701-90 +701-84.3 +701-90 ? �„ Z
60. +1-58.5 +/-45.8 +701-84.7 +701-90 +1-51.8 +701-81.2 +701-90 +70'-75.9 a70'-90 a70f-89.3 +701-70.2 +701-90 +701-80.3 +701.78.6 +70'-90 +701-752 +701-90 +701-90 +70'-71.2 +701.90 O z w
63" +1-55.7 +'_43.8 +7.,.80.7 +70'-89.5 +1-09.3 +7d•77.3 +701-90 +701.72.3 +70'-90 +70/95.3 +Ib6.9 +701-90 +701.76.5 +70/•74.9 +70'-90 a701.71.8 a70/-90 +70141H5 +I-67.8 +70f-90 �S. 0 o
�0 „W "U
o =Q
FRAME s" o o 1=U H
10-MAX. ASSEMBLY
TUBE
0
TABLE 19:
Design Pressure s far Widows Attached to a Hodzontal Frame Assembly _
9 y Tube WINDOW
--__- E __-_ _- --__ - -- - _-____ - - - - __ ____ -___ - HEIGHT o4^�
- -Window WINDOW FRAME o
under 23" 25-15116" 27.314' 30' 33-112' 35' 37" HEIGHT ASSEMBLY X0-
Anchor Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Group 1 y TUBE I WINDOW ADDITIONAL w z d o 0
Group Group Group Group Group Group 1 L_. ~I WIDTH ANCHOR o:4 IF RED 0
10"MAX. (); . ^z Z W
All All All All B A,0&D A 8 C&D A B C&D
under 23' +701-90 +701-90 +701.90 +701-90 +701-82.1 +70/-90 +70190 +701-78.5 +701-90 +701-90 a70/-74.3 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR
ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET
25-15116' +701-90 +701.90 +701-90 -701.90 +701-90 +701.90 +701-88.8 +70/-90 +7019 L A
0 +70/-84 +701-90 +701.90 ____ -- -3:FOR ANY-ADDITIONANCHORS
_- --__ -(4)'IFREQ. REQUIRED FOR THE FRAME ASSEMBLY
38-VW +701-90 +70/-90_ -701.90 _+701-80 _+70/-90-+70/-90--701-90=-+70/9D-=+701-90--4.70K90-"-+701--90+701.00
48" - +701-00 +7W-90 +701.90 +701-90 +70/•90 +701-90 +701-90 +701-90 +701-90 +70190 +70190 +701-90 I WINDOW I TUBE' - -
50-67(' +70/90 +701.90 +701-90 +701-90 +701•90 +701-90 +701-90 +70/90 +70/-90 +701.90 +701-90 +701.90 -�-1 WIDTH I-~
60' +701-90 +70/90 +701.90 +701.90 +70/-90 I +7(I-90 +70190 +701.90 +70/-90 +701-90 +70190 +701.90 SEE SHEETS 1&4 FOR WINDOW ANCHOR
i 63' +70/-90 +70I90 +701.90 +70190 1 +701-90 1 +701.90 +701-90 +70/-90 +701.90 +70/90 +701-90 1 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
72' +70190 +70l90 +701-90 +70190 +701-90 +701-90 +70!-BD +70/-90 +701.9D +70190 +701-90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY
78' +70/-9p +70190 +701-90 +70190 +70/•90 +701.90 +70l90 +70/-90 +7019D +701-90 +70/-90 +70190 TUBE.
84' +70/-90 +701-90 +70/•90 +701-90 +701.90 +701-90
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. I P.E.#58705
TABLE 20:
Item DWB,# Description Material ASSEMBLY DETAILS
1 7002 Main Frame Head,Sill&Jamb 6063-TB plum.
2 7071 Anchor Plate 6063-T8 Alum. ALL DETAILS SHOWN FROM THE INTERIOR
3 7003 Sash Top,Bottom&Side Rail 6063-T6 Alum.
4 7008 Frame Corner Key Steel
5 7009 Sash Corner Key Steel 3
6 7078 Frame Gasket Vinyl Foam
7 7072 Sash Corner Gasket Vinyl Foam
a 7070 Bulb Weatherstrl .187"x.275" Flex PVC 70
10 7024 Maxim Multl-PolntLock Steel
11 7026 Lock Support Plate Steel SASH
12 7014 Multl-Lock Keeper Steel AS REQUIRED PER CORNERS
13 7013 Tie Bar Guide Nylon TABLE 3,SHEET 4 2 I
14 7015 Tie BarAssembl Steel or SS
15 7028 Maxim Dyad Operator,WW<_24" Steel
16 7027 Maxim Dual Arm Operator,WW>24" Steel D
17 7030 Operator Gasket Vinyl Foam
18 7032 Operator Backing Plate Steel 7 j
19 7051 0 erator5 acerBlock Nylon I
20 7032 Stud Bracket Steel 3
21 7033 0 eratorTrack&Slider Dual Arm Steel
22 7023 Egress Hinge(Heavy Du Manuf.by Truth Steel
23 7050 Egress Hinge/Washable(HD),Manuf.by Truth Steel 5
24 SnubberAntl blowoutClIp Steel
32 1713 Setting Block 5/32"x 3/16"x 1.1/4" EPDM
33 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM
35 7036 Lama Bead B 6063-TS Alum, 85
36 7042 Laml Bead C 6063-TS Alum.
37 7059 Laml Bead D 6D63-T6 Alum.
38 1224 VIn ylBuIbWstp(Thick) Flex PVC 70
39 1225 !Vinyl Bulb Ws Thin Flex PVC 70
so Dow 899 Silicon Badkbeddin rp M
60 7006 IScreen Frame 3105-1-114 Alum. �1
61 7040 1 Screen Corner Key Polypropolene INTERIOR
62 Screen Cloth Fiberglass
63 1635 Screen S Ilne EM.PVC 6
64 320 Screen Spring Stainless Steel 4
70 134 Add-on Flange ----- ----6063-Tfi Alum. -- - -- - ---- -- - -- --- -• __ ____ _ _ ___
71 7004 Frame Assy Tube W63•TBAIum. FRAME
80 #&32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel
81 1157 #8x 2"Ph.Pn.SMS Stainless Steel CORNERS
82 #8x 5 8"Ft.Ph.SMS Stainless Steel PRODUCTREVISED
83 #Sx 7 8"FI.Ph.SMS Stainless Steel 86 as camPlyiag with the Florid.
Building Code
84 #8 x 1"FI.Ph.TEK Stainless Steel Acceptaax Iva
--- ,-_
-- - _----- __ --.._ Revised By, Data: Revls;on D; Lpitnlikn Date Ira
85 #8x 1"quad Pn-SMS -Stainless Steel - --- - ------ —___-- i______ _—__
:r:': - —-- - -—
#8X 1-1/2"quad Pn SMS Stemless Steel - - - -- -- By - — - -
87 #10x 1/2"Ph.Pn. TEK Stainless Steel - Revsed By. Dole:
NSi 1a Pn>�
/ Revsion ri
89 #10.24 x 9/16"Ph.Pn.TYPE F Stainless Steel /��
90 #12x 1"Ph.Pn,TEK Stainless Steel I(jam t> 6 ky Descrplion; Drawn By.
BOM AND CORNER VIEW J ROSOWSKI
q. "' 1070 TECHNOLOGY DRNE rrae: Dare;
"' • N. VENP0. B, FL 39 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
�'+`''•' P.O. BOX 1529
�• NOKOMIS. FL 34274 Series/Modeh. Scale: Shec•C Drawing Na. Rev:
A LYNN MILLER P.E CERT. OF AUTH. �'29296 CA-740 NTS 10 OF 11 MD-CA740-LM B
P.E.R 58706
a
NOM. .434'
2.919" T .125'
439' .062"
SILICONE HOT-MELT BUTYL . NOM. 2.701"
STRUCTURAL T
IIII'�
SILICONE 1159" .062• _11
STRUCTURAL 114"NOM. FOAM 3/16"NOM.
POLYISOBUTYLEN WITH 2.784- 2.139'
WITH DESICCANT DESICCANT .093•
EXT.GLASS EXT.GLASS O FRAME HEAD, O SASH TOP, 71 FRAME
SILL&JAMB BOTTOM&SIDE ASSEMBLY TUBE
#7002,6063-T6 #7003,6063-T6 #7004,6063-T6
INT.GLASS INT.GLASS 1.356" 2 203"
.040' — 1.000" I 1
100 KODISPACE 101 SUPER 1 r� 441. 1
4SG TPS O SPACER@ NXT'M .423• —•-�
• .095" .093'
FIXED 093•
O ANCHOR PLATE 60 SCREEN FRAME 70 ADDON FLANGE
ALUMINUM 97071.6063-T6 #7006,6063-T6 #134,6063-T6
*OAM
EMENT POLYISO- DESICCANT FILL AREA
BUTYLENE 5/16•NOM.
SEAL
BUT SILICONE SEAL 706" .523'
DESICCROLL-FORMED .050" .050• �
FSTAINLESS STEEL
EXT.GLAS .865" .865-
EXT.GLASS Ib /L� /�
35 BEAD B 36 BEAD C
ASS INT.GLASS O #7036,6063-T6 #7042,6063-T6
,Dz
DURASEA0 103 XL EDGE'""
S SPACER SPACER 172-
Description -- - - Material �- .569"
100 Kommerling 4SG TPS Spacer System 37 BEAD D
PRODUCT REVISED
101 Quanex Super Spacer nX1-with Hot Melt Butyl See this #7059,6063-T6 13WIa g C$&I, _ith Floclda
Sheet for A-mm«No 1G•O62q"21
102 Quanex Duraseal Spacer Materials F_cpratonData 2058—
103 Cardinal A.Edge Spacer
J R 05/05/16 ADDED THIS SHEET ✓y
REF,ERENCETEST REPORTS-FfL-87-U,8868&8970==-- WITH SPACERS. Nlinm`pade fho,hKt r
- ------- Rev;sed By: Dofe: Revision A:
_ ��— Drawn By:
® Descrip8on:
0` �?.1.41 , ; EXTRUSIONS&SPACERS J ROSOWSKI
1070 TECHNOLOGY DRIVE Title: Date:
N. , FL P.O. BOX t529 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
P.O. 29
NOKOMIS. FL 34274 Series/Model: Scale: Sheol: Drawing No. Rev:
A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 11 OF 11 MD-CA740-LM B
P.E.#58705
L