HomeMy WebLinkAboutProduct Approval (3) OCT 242017
PERMIII?ING
St. Lucie County, FL
M IAM I-Du4DE MIAMI-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)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE ra' A*Otk
A'0% IftftigiVidade.zoweconomy
PGT Industries,Inc. '
n
1070 Technology Drive I L 17,e,
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PW-5540"PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.MD-5540.0 titled"Vinyl Fixed Casement Window NOA
(LM)",sheets 1 through 13 of 13,dated 09/09/14,with revision A dated 05/05/16,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-0415.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MMIAM
FDADNOA No.16-0714.19
E couNTY,,.� f Expiration Date: September 24,2020
Approval Date: September 01,2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No.15-0415.01)
2. Drawing No. MD-5540.0 titled"Vinyl Fixed Casement Window NOA (LM)", sheets
1 through 13 of 13, dated 09/09/14, with revision A dated 05/05/16, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS
spacer system,Duraseale spacer system,Super Spacere NXFT 4 spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc.; Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5520/5420 PVC
fixed windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-7897,dated 09/03/14, signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 15-0415.01)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of series 5540/5440 PVC
casement picture windows,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No.FTL-8128,dated 02/10/15, signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 15-0415.01)
Manuel Pe E.
Product Control xa I
NOA No.l 4.19
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-1
PGT industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(coNTuwED)
4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5540/5440 vinyl
fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory,Inc.,
Test Report No.FTL-8174,dated 03/31/15, signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NDA No. 15-041S.01)
5. Additional,Reference test report FTL-8183 per TAS 201,202&203-94,issued by
Fenestration Testing Laboratory,Inc.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-51b
Edition(2014),dated 04/24/15 and revised on 09/03/15,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NDA No. 1S-0415.01)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS(coNTINUED)
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on
07/04/18.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13,expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15,expiring on 04/16/20.
2 Law U
Manuel r P.E.
Product Cont, E miner
NOA No. -0714.19
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-2
GENERAL NOTES:SERIES 5540 IMPAcr RATING DESIGN PRESSURE RATING
IMPACT RESISTANTINYL FIXED CASEMENT WINDOW LARGE&SMALL MISSILE I VARIES PER OPTIONS.SEE
IMPACT RESISTANT TABLES 4.13,SHEETS 8-12
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE MAX.BUCK WIDTH SEE TABLES 4-13- _
(SHORT OR LONG SIDE) �_ MAX.BUCK WIDTH SEE TABLES 4-9 _
(HVHZ)• (SHORT OR LONG SIDE)
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX•O.C.SEE 125'MAX.
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 9,SEE TABLES 4.13 8'MAX D,BEE I - MAX.O.C.SEE TABLES M9
SHEETS SNEETd ! PRODUCT REVISED
LITE(CAP)MUST TEMPERED. tropydlyiog will On F6-J.
' Building Cods
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE I VISIBLE j A m )/O-O .
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR.ANCHOR EVALUATIONS VISIBLE
ow
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH LIGHT WIDTH MAX.BUCK LIGHT WIDTH
MIN.KSI PER ANCHOR TYPE. HEIGHT,SEE r __ B7
�_ _.y_�--_—'—'-- _-- -�
TABLES
OR
I -�----------- -� Miam' ndc FeadoctCrn
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X I /
INSTALLATIONS,I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO I SHORT SIDE) >� JR-05/05/16-ADDED SPACERS
SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1Q'THICK OR GREATER.1X AND ZX VISIBLE VISIBLE TO SHEET 13.
BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER A ( / LIGHT A,SEE C I LIGHT C.SEE n
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE HEIGHT SHEET 3 HEIGHT i SHEET 4 '
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR).
MAX.BUCK
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR / j. HEIGHT.SEE
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I I ! TABLES"
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLASHING MAX.JAMB O.C) ( LONG OR Q
( Y
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES I
SHORT SIDE)
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 I MAX,O.C. ,�- nay
SEE
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS _f— TABLES O Q' ( O
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED lI 4-9 - -.—.----—_ I N aloe
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST1 �I<-- 1.25'
LOADS IMPOSED ON THEM BY THE WINDOW. B f 8' J B
7)DESIGN PRESSURES: TYP.EQUAL-LEGJBOX& TYP.INTEGRAL FIN&J-CHANNEL Z I>_
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALMYCLE TEST PRESSURE,FRAME FLANGE FRAME T CORNERS) FRAME(90'CORNERS) =ui O
ANALYSIS AND GLASS PER ASTM El 300. (ANCHORED THROUGH NAIL FIN) 12S MAX. Z 3 oN
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU CYCLEomo
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El 300. 6'MAX. O 9 m
8)THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED AND SECURED TO RESIST O Z Z
THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3% 8"MAX Q
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 MAXMAX ~ W
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 'D.C. MAX O.C.SEE r
O.C. Z J
SEE TABLES TABLES 4-9 L. TABLES ® W .0 la'v5
SEE
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 1 111
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4-9 TQ W
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER :MAX.JAMB O.C. T vV Q 2
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES / ( W Z al 5
VISIBLE
JURISDICTION. LIGHT 4-9 / LIGHT LLO X
HEIGHT l
10)REFERENCES:TEST REPORTS FTL-7887.8128,8174;ELCO ULTRACON NDA:ELCO HEIGHT MAX BUCK _J W
CRETEFLEX NOA;ELOO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD t z Z
WHITE&BRONZE/UGHTER SHADES OF CAP COATED PVC EXTRUSION NOA•S;NATIONAL MAX.BUCK HEIGHT,SEE Z W
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSIIAF&PA NOS&ALUMINUM / j HEIGHT,SEE / (LONG R j C7
I TABLES 49 (LONG OR o/l,y � 0 sauss
DESIGN MANUAL I (LONG OR VISIBLE SHORT SIDE)
VISIBLE __.__..__._—.
11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC. 1 LIGHT WIDTH I SHORT SIDE) LIGHT MOTH ��OHV LYN&
w MAX
GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS - `- '-- = •'•�
ELEVATIONS.................................1 WIDTH:BUCK WIDTH-63/4' MAX.O.C. 6'MAX 1.26' t'� MAX.O.C.SEE TABLES 4.8 125'MAX.
FRAME,GLASS'i ANCHOR HEIGHT:BUCK HEIGHT-6.3/4' MAX.
OPTIONS.............................2 �...__._..� SEE TABLES 4.13
INSTALLATION,FLANGE& MAO(.BUCK WIDTH SEE TABLES 4.13 MAX.BUCK WIDTH SEE TABLES 4-9 •. /y .' �
EQUALLED..........................3 STANDARDS USED: (SHORT OR LONG SIDE) (SHORT OR LONG SIDE)
INSTALLATION,INTEGRAL FIN b x2(114 FLORIDA BUILDING CODE(FOC),STH EDITION TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN& �� s''•'?OR10•'' \���`
J-CHANNEL..........................4 a J-CHANNEL FRAME(CURVED OR '11 S/
FRAME ASSEMBLY TUBE............5.6 SASS gFBPA NQS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED ANGLED CORNERS) /'ONAL 1 L11��
GLAZING DETAILS........................T OR ANGLED CORNERS)
DESIGN PRESSURES...................8.1 -ALUMINUM DESIGN MANUAL,ADW2010 (ANCHORED THROUGH NAILFINJ
BOM&ASSEMBLY........................13 aAISI-Sl00-07IS2-2010 A LYNN MILLER,P.E.
P.E.#68705
TABLE 1:
Table Sheet WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Glass Description
Type A #
7 7/8"Laminated I.G.:V15"A Exterior Cep+7116"Air Space+5/16"Laminated;(2)Lites of 118"A Glass With.097 PVB Indedayer 4 8
0 F17 8 71W Laminated I.G.:1/8'T Exterior Cap+7/16'Air Space+5/16'Laminated;(2)Lies of 118'A Glass with.090'PVB Interlayer 5 8
9 7/8'Laminated I.G.:3/18'A Exterior Cap+318"Air Space+5fl6'Laminated;(2)Liles of 1/8"A Glass Will.080'PVB Interlayer 6 910 7/8"Laminated I.G.:3116'T Exterior Cap+318"Air Space+5118"Laminated;(2)Utes of 1/8'A Glass With.090'PVB Interlayer 6 9 BOX OR
11 1'Laminated I.G.:118"T Exterior Cap+7116•Air Space+7116"Lamnated;(2)Utes of 3118"A Glass With.097 PVB MCAayer 7 9 EQUAL
Iloo 12 1'Laminated I.G.:3118'A Exterior Cap*318"Air Space+7718'Laminated;(2)Lttes of 3116•A Glass with.090'PVB Interlayer B /0
FLANGE LEG
13 l"Laminated I.G.:3116'T Exterior Cap+318"Air Space+7/16"Laminated;(2)Utes of 3/16'A Glass with.090"PVB Interlayer 9 10
14 1'Laminated I.G.:3116"A Exlerlor Cap+31W Air Space+7/18'Laminated;(2)Liter of 3/16'A Glass With.097 SG Merlayer 10 11 0
15 1'Laminated I.G.:3/16'T Exterior Cap+318"Air Space+7/16'Laminated;(2)Utes of 3/16"A Glass with.097 SG Interlayer 11 11 2 4
16 1"Laminated I.G.:1/8'T Exterior Cap+7/16'Air Space+7116"Laminated;(2)Liles of 3/18'H Glass with.097 SG I tedayer 12 /2
17 1'Laminated I.G.:3116'T Exterior Cap+318"Air Space+7116'Laminated;(2)Lues of 3/18•H Glass with.D97 SG Iltertayer 13 12
'A'•ANNEALED
TABLE 2:ANCHORS INSTALLED THROUGH FRAME 'H"=HEAT STRENGTHENED �r
MIN- D 3 THREADS 'T'=TEMPERED
Min.Edge Min. BEYOND THE METAL
Group Substrate 'PVB*:.090'BUTACITE®PVB
Distance Embedment" S BSTRATE.FOR
TUDS MIN BY KURARAY AMERICA,INC. INTEGRAL
Southern Ire - 1 1 'SG'=.0911'SENTRYGLAS®INTERLAYER J-CHANNEL
#10 SMS ) Steel,A38" y8" 0,05(r =45 KSI. BY KURARAY AMERICA,INC. FIN
Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) -UNGROUTED CMU•
A
or Aluminum,8083.75' 318" 0.050"410 S.S.) VALUES MAY BE 'GLASS TYPES 14 THROUGH
USED FOR GROUTED 17 MAY NOT BE USED WITH
P.T.Southern Pine(SG=0.55) 7/16" 1.3/8• CMU APPLICATIONS. J-CHANNEL OR INTEGRAL
3116•steel Uttracon Concrete(min.2.85 ksi) 1' 1-316" •FIN FRAMES. 1 3/
llnspoWed CMU,(ASTM C-90) 2-112' 1-114'
P.T.Southern Pine(SG=0.55) Bile" 1 18" ' GLASS TYPES 7,9,12,&14 NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 13
#12 SMS MAY NOT BE USED IN THE
B (steel,18-8 S.S. Steel,653 318" 0.'(18 HVHZ ABOVE 30.
or 410 S.S.) Steel Stud,A853 Gr.33" 318' 0.0451•(18 Ga) •
Alumirnm,808375' &8' 0.083"
Concrete(min.2.85 ksi) 1" 1 31 4'
114•sled Uliracon Unlgmuted CMU,(ASTM C-90 2-117 1-114' ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED.COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
C
BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 8-12.
1/4'steel CreteAex Concrete(min.3.35 ksi) 1' 1-3/4' LONG LONG LONG SHORT
1/4"steel Uttracon P.T.Southem Pine(SG=0.55) 1" 1-/8" t---- SIDE SIDE — ---- SIDE ----I --{ SIDE I-.-
Urlgrouted CMU,(ASTM G90} 2-1/2" 1-114' � `_— —— —— I �—— � � r— �
114'steel CrateAex P.T.S led C n Pine(SG=0.90) 1" 13/8' I T ———
D 114"steel P.T.Southern Pine(SG=0.55) 1" 1318" y = _ PRODUCT REVISED
Aggre-Gator Grouted CMU.(ASTM C-90 7 2' m N H m c wOylns wah We Fla"
t/4'steel Ultlacon Concrete(min.2.85 ksi) 2-1/2" 1314" 1 twadme co4c
h once 1W Zfl
1/4"steel CreteAez Cancnele min.3.35 ksi 2-1/2" 1314• LONG LONG LONG LONG LONG c7
SIDE f SIDE "i H' SIDE ham- SIDE -^i 1'— SIDE +I Z
1/4"steel Aggre-Gala Concrete(min.3.275 ksi) 1-112" 1318• - --— --- -— — -r-(...--.— — T r— — r o
F� F T �Y
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 001 p0
Min.Edge Min. z 55 y 19 ; x111v, l!
Group Anchor Substrate Distance EmbadmonC ;. 1' I 1 1 _ — 1 L. 1.
E 2-1/2'x.131'Common Nall P.T.Southern Pine(SG=.55) 318' 2-711W
2-117 Ring4hank Roofing Nal P.T Southern Pine(SG=.55) 318• 2-7116' ._
P.T.Southam Piro(SG-.55) 112 13/8' VINYL FIXED CASEMENT WINDOW NOA(LM)S 9/9/14
#10 Trssheed SMS Aluninum,808375" 318' 0.060" r
(steel,16 8 S.S. Steel Stud,Gr.33' 318' 0.0451'(18 Ga.) AI
GLASS/ANCHORS/FRAME OPTIONS o m J ROSOWSKI u'
«410 S.S.) 6�fy Jb
F Steal,A36' 318' 0.050"
P.T.Southern Pine(SG-.55) 9116" 1318 •MIN.OF 3 THREADS CERT.OF AUTH#29296 z
#12 SMS
Aluminum,6063-T5* 318" 0,083" BEYOND THE METAL
(steel,1"S.S. Steel Stud,Gr.33' 318• 0.050' SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE o-
«410 S.S.) STEEL STUDS.MIN N.VENICE,FL 34275 " _
Steel,A38' 3/8" 0.050' F-45 KSI. (941)480.1600 PW-5540 NTS 2 OF 13 o i MD-5540.0 A A.LYNN MILLER,P.E.
P.E.e MILLER
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO CONCRETE` MIU BUCKSTRIP INTO CONCRETE(CMU.
OPTION 1 EMBEDMENT SEE NOTE 2.THIS SHEET. EMBEDMENT
FRAME INTO ANCHORED THROUGH EDGE DISTANCE V4'MAX. � 114'MAX. 7FRAME ORSUCKP, SHIM ,--0 4 SHIM
SEE NOTE 2,THIS SHEET, EDGEEDGE
FLANGE
C 0 EMBEDMENT DISTANCE �O O� DISTANCE
FRAME yI
SHOWN —1.� T t"THICK I.G.
TVP.ANCHOR TYPE,
TYP.ANCHOR TYPE,
�1/4•MAX.SHIM EMBEDMENT AND EDGE EMBEDMENT AND
DISTANCE PER EDGE DISTANCE PER
2 TYP.ANCHOR TYPE, SUBSTRATE, SUBSTRATE,SEE
EMBEDMENT AND TABLE 2,SHEET 2.
EDGE DISTANCE PER SEE TABLE 2,SHEET 2. 'l7/�'�
SUBSTRATE,SEE ••, [J`JJl o
TABLE 2,SHEET 2. _ 7I8"THICK I.G.
•• O
FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7
g
EQUAL-
a Q \_05 SHOWNE FRAME
L
NOTES: CK WIDTH FRAME
SHOWN
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
718'THICK I.G. AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW. DADE APPROVED MULLION,FSC
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL_SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2.
VISIBLE I PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4"MAX,
SUCK LIGHT I 1-12'THICK ARE TO BE CONSIDERED 1X SHIM
HEIGHT HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF #iD OR#12 STEF1 i/4'MAX.SMIM
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(05),SEE—�
BUCKS DEPICTED AS ZX ARE 1-112'THICK OR TABLE 2,SHEET2. \ �O
T THICK I.G. GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE
DESIGNED AND SECURED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED ����///J ���
TO AS DAYLIGHT OPENING)IS MEASURED FROM L_J�—J PROp[N7 R:V]SE[)
O O BEADING TO BEADING. FLANGE \ EQUAL m Ca yim with the Flarmb
I2 SOX
SHOWN FRAME �'�JAccBlImePotmcc Nn tG-b IA••21C}
TYP.ANCHOR TYPE. __Z... ..
SHOWN t Onto fj
EXTERIOR i EMBEDMENTAND _ o .......... EXTERIOR By
` I EDGE DISTANCE PER V Mimn.2 Pr'4..' as
SUBSTRATE,SEE INSTALLATION INSTALLATION
TABLE 2,SHEET 2.
EG/BO a OPTION 4 OPTION 4
LEG/BOX ANCHORED THROUGH ANCHORED THROUGH
FRAME - r114'MAX.SHIM FRAME INTO METAL FRAME INTO METAL
SHOWN �lL
s VINYL FIXED CASEMENT WINDOW NOA(LM)$ 9/9/14
. E ENT
INSTALLATION
FLANGE&EQUAL-LEG/BOX FRAMES
VISIBLE LIGHT FORMULAS
o J ROSOWSKI
WIDTH:BUCK WIDTH-6-31a'
OPTION 2 HEIGHT:SUCK HEIGHT-",C' CERT.OF AUTH.#29296
ANCHORED THROUGH EDGE ANCE ry
FRAME DIRECTLY INT 1070 TECHNOLOGY DRIVE
CONICRETE/CMU VERTICAL SECTION B-B N.VENICE,FL 34275
PW-5540 NTS Y 3 OF 13 0 MD 5540.0 A A LYNN MILLER,P.E.
(941)-480-1600 REX 58705
ILLUSTRATION OF FIXED CASEMENT- ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(XWO)
TO-FIXED CASEMENT COO) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED)
- 5540 SERIES
(EQUAL FRAME WITH IDENTICAL PRODUCTS COMBINED) AWNING
A=63'MAX.FOR FIXED CASEMENT _WINDOW
Al INDIVIDUAL -40"MAX.FOR CASEMENT
COMPONENTS: �5W SERIES FIXED CASEMENT A)COMPONENTS: A=80.MAX.FOR AWNING B)COMBINED (SILL)
—FRAME ASSEMBLY TUSEJMULL 5540 SERIES COMPONENTS: COMPONENTS: VERTICAL.
AWNING— SECTION D-D SHALLOW,FLUSH CAP
WEE �� / ..... WINDOW (�— A —a! — —__ .. �fRAMASSEMSLV
_5540 SERIES / �� I I
FIXED CASEMENT FRAME / \ 4•MAX,
ASSEMBLY / L r MAXMIN.f 10 X 3l4"SMS H CAS SERIES
/ TUBEIMULL— p.-. \ 1r MO.C.rHRouGr+ CASEMENT
4•MINL INSTALLATION HOLES, i� WINDOW
// ! SEE WINDOWS (HEAD)
i. AOR
ANCHOR IN
D f FO. --
MAXIMUM DESIGN 5540 SERIES 1271/4 MAX. \ 1Z7-1/4,MAX ANCHOR
...__._ PRESSURE WHEN CASEMENT- A
USINGTHE FRAME WINDOW' /, !4•MAX /\ ADDITIONAL MULLION
ASSEMBLY TUBVMULL, n / ANCHOR SEE NOTE 2,
SEE NOTE 2: (N / j THIS SHEET 5540 SERIES
70.0 PSF E+-- 711 CASEMENT
FRAME 1 _ VERTICAL _.._ .,—WINDOW
ASSEMBLY- SECTION E-E (SILL)
8)COMBINED TUBE/MULL
COMPONENTS: �.J I{.� B'MAX.,SEE NOTE 2,THIS SHEET // SHALLOW.FLUSH CAP
4•IAA7L I ADDITIONAL MULLION ANCHOR 5540 SERIES - / / SER TUBEIMULL MULL EMBLV
4-MAX _� SEE NOTE 2,THIS SHEET FIXED CASEMENT—� �' / 47
WINDOW
S'MAX, MIN.M 10 X 114'SMS @1r 5540 SERIES
( SEE NOTE 2, _FIXED CASEMENT
T WINDOW THIS SHEET MAX O.C.THROUGH WINDOW(HEAD)
i ANCHOR INSTALLATION HOLES,SEE
*UNDER SEPARATE APPROVAL WINDOWS APPROVAL FOR
C C ANCHOR INFO.
63'MAX.
FRAME ASSEMBLY TUSEIMULL NOTES.ALSO SEE NEXT SHEET: \
1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, l
--- TYPE,SHAPE.QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET.
2)ANY 5540-SERIES CASEMENT(UNDER SEPARATE APPROVAL).AWNING(UNDER SEPARATE APPROVAL)OR FIXED CASEMENT WINDOW MAY BE ATTACHED
127-IW MAX. TO THE FRAME ASSEMBLY TUBEIMULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH
WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR
FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY. PRODUCT RE VISEU
CI HOROOKTAL m c�nrpiYing witA ft Flo i�
3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON Buildup Code
SECTON_CC -ID74••19
SHALLOW.FLUSH CAP THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEGSOX FRAMES.FOR FIN OR J-CHANNEL FRAMES AO�Ft+°��(
--
m
540 SERIES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. '-f'y,"
5540 SERIES
FIXED CASEMENT—� FIXED CASEMENT 4)FOR FLANGE OR EQUAL-LEGIBOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10 X 1'SHEET Mi IMd:Ycudect Com
WINDOWWINDOW METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO 17-MAX.
O.C.,ADD ADDITIONAL ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE.ALL EXTERIOR JOINTS
._......_.... .. TO BE SEALED BY INSTALLER.
-� 5)THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63'IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY
NOT EXCEED A TOTAL OF 127-1/4'IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK,INCLUDING THE FRAME ASSEMBLY TUBEIMULL WIDTH.
FRAM EMBLV TUBEIX 314-SMS C 17'DEEP,FLUSH .THROUGH VINYL FIXED CASEMENT WINDOW NOA(LM)89/9/14
TION HOLES,SEESEE SHEET 6 FOR FPPROVAL FOR FRAME ASSEMBLY TUBE DETAILS A ��• J ROSOWSKIO.
ASSEMBLYTUBEIMU6 ryr.�G
DETAILS ® e
CERT.OF AUTH.029M `Y
1070 TECHNOLOGY DRIVE b
N.VENICE,FL 34275
(941}450-1800 PW-5540 NTS 5 OF 13 F i MD-5540.0 t g A A.L P.E.0 6p706 P.E.
EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBEIMULL.FOR
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES.CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CUPPED,TUBE
............... MULLION UNDER SEPARATE APPROVAL.
1.1/4' -
END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E 127-114•MAX.
WINDOW ANCHOR--. WINDOWS,SEAL WITH--� ANCHORS THROUGH THE END CAP OR127_114'MAX
SEE NOTE 2,SHEET 5 SILICONE i 7 ADDITIONAL GROUP F ANCHORS.
_________ L� Sr MAX.
- --
I fF
MAX. ....._--_ ......__.....*_
FIXED .FIXED FIXED FIXED f
......... FIX®
- 127414"MAX. {+- 127.1!4" ___.....
2 O MORE WINDOWS WITH VERTICAL Mme'
FRAME ASSEMBLY TUBE/MULL.
(4 WINDOWS MAX.) I FIXED 127-1/4'
MAX
b 2MAX,'�- 127.114-MAX. 'S P MAX.
-- -
- J/-lw-�
127-114`83' MAXED
//// �� XMAX/ AWN.' CASELENr _l. 2 OR MORE WINDOWS(4 WINDOWS
,,�....._.._..._..___ WhAC MAX.)WITH HORIZONTAL F
RAME
255-3/4" XASSEMBLY TUBE/
SSE
2
,
OR MORE WINDOWS WITH VERTICAL FRAME
SIDE VIEW ASSEMBLY TUBE/MULL.VARIOUS WINDOW
TYPES AND SIZES(4 WINDOWS MAX.)
r— A=63"MAX.FOR FIXED CASEMENT
NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRAME ASSEMBLY TUBEMULL A AA�FORCASEMENTA�NNEGNT
FRONT NEW FRAME ASSEMBLY TUBE NOTE' �{
1)APPLIES TO FIN OR JLHANNEL FRAMES. REFER TO SHEET 5 FOR THROUGH-FRAME + FIXED r 1.1/4
ANCHORAGE AND THIS SHEET r _ y1
2)REQUIRED AT HEADERISILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. FOR NAIL FIN ANCHORAGE DETAILS
TYP3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. BOTH
ALL FRAME ASSEMBLY TUBE ENDS
H 9
BH HORIZONTAL AND VERTICAL 127.1/4• •�
2fiS3/4`
4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14". MAX. \ MAX
� 127-1I4"
CAW, PRODUCT REVISED
U c..P%Yuig .b the FTmi&
1250' .. .....__ 8oildi g Code
AWN.• A-pm-W�-0 14.19
....._...__..._...._ - _ re( s D_ �QDF2�
2 OR MORE WINDOWS(4
WINDOWS MAX.)WITH BY.
_�1, _� �_ HORIZONTAL FRAME ASSEMBLY
Mi Dede Prodeet C
1.874' �.�1 REMOVE FOR TUBE/MULL.VARIOUS WINDOW
1.874" Cj - r FIN APPLICATIONS TYPES AND SIZES.
.100• 3 .375" .827' T r
ow
DOW •035' 'UNDER SEPARATE APPROVAL
SHALLOW.FLUSH DEEP,FLUSH _�__. .._...
e,
CAP,PVC -/CAP,PVC . VINYL FIXED CASEMENT WINDOW NDA(LM) 9/9/14
R CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLY TUBE
-Ll END CAP,PVC v FRAME ASSEMBLY TUBE DETAILS B 2S J ROSOWSKI
CFRAME ASSEMBLY 1�7. I
/TUBE,ALUM 6005-T5
CERT.OF RUTH.1029206
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941}480.1600 PW-5540 ,y NTS m 6 OF 13 f MD-8540.0 € A A.LYNN e MILLER
Sfi705 P E.
i
718'NOM. �+— 7AT•NOM. 718•NOM. --�{ 718'NOM.
I
5/16"A/A PVB 5/16"A/A PVB---- 5116"AIA PVB 5/16"A/A PVEI--
7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUCT REVISED
� m c•mp:Yiae wil6 tle Flaw•
1/8"A GLASS 1/8"T GLASS 3/18"A GLASS 3/16"T GLASS--\ Bwld1mgcad.
a EXTERIOR EXTERIOR EXTERIOR <,.,,,EXTERIOR radon Det. /JQ20
BY
80-83Minm Product
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10
H
a:
2
1'NOM. 1" M. -�{ 1•NOM. �- 1"NOM. +{
I I Y Q
r lq
7116"A/A PVB--- 7/16"A/A PVB 7/18"A/A PVB 7/16"A/A SG a
7/16"AIR SPACE3/8
--- "AIR SPACE 3/8"AIRSPACE- 3/8"AIR SPACE y
>n •laa O
1/8"T GLASS- 3/16"A GLASS 3/18"T GLASS 3/16"A GLASS OJ
�j EXTERIOR EXTERIOR a EXTERIOR a EXTERIOR L LL 8
Z ` oN
,80433 � BD-83 80.83 uI
n
GLASS TYPE_11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 Z 3
LL
zn
w
2 ••vs
® W J
1•NOM. �{ 1" M. �"{ �•�-1'NOM. FQ- Z
. I 111"NOM.GLASS 3 W a ato�g
7/16"A/A SG 7/16"WH SG 7/16"H/H SG 80 83 BITE TYP. LL Z
3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 74 v >-
3/16"T GLASS 1/8"T GLASS 3/16"T GLASS 5
EXTERIOR 1�1 EXTERIOR aEXTERIOR
78
—�A I EXTERIOR �U /
OLALNO NOTES: GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17
"A"=ANNEALED o (tet
'H"=HEAT STRENGTHENED `', (,
T=TEMPERED •°•' _
•PVB'=.090"BUTACITES PVB GLASS TYPES 14 THROUGH GLASS TYPES 7,9,12,&14
BY KURARAY AMERICA,INC. 17 MAY NOT BE USED WITH MAY NOT BE USED IN THE
'SG"=.090"SENTRYGLASS INTERLAYER BY KURARAY i J-CHANNEL OR INTEGRAL I H,A4Z ABOVE 30'. TYP.GLAZING DETAIL
AMERICA INC. FIN FRAMES -
1)FOR LAMINATED GLAZING COMPONENTS.SEE TABLE 1,SHEET 2. A.LYNN MLLER,P.E.
Re#68706
TABLE 6:
Window Design Pressure,(+I-pal) Lae Na
tQ Gassba
12
3/16"A Cap-Airspace-7/16"A/A wlih PVB T"'.
W mdowTABLE DIMENSIONS MAY BE }
Dimensl 69.649 71---4-73 75 _78 80 85 a6 59 92 96 99 ORIENTED VERTICALLY OR
32\_ +1-70 +/-70 1 +/-70 +1-70 +/-70 +1-70 +/-7D +1-70 +/-70 +1.70 +1-70 +1-70 HORIZONTALLY AS SHOWN.
34 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +l-70 +1-70 +/•70 +1-70 +/-70 LONG PRODUCT REVISED
36 +/•70 t1-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +l-70 +l-To +1-70 +1-70
LONG SIDE SIDE as+ Plyft a^d 6•FT01bs
�- Buiidolg Code
38 +1-70 +/-70 t/-70 +/-70 +/•70 +1-70 +I-70 +1-70 f1.70 +1.70 +1-70 +/-70 A�Pl�epb lG-O .19
40 +/-70 +/•70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-TO +l-TO M-70 +1.70 +/-70 1 t"P'~100�`
42 +1-70 +/-70 0-70 t00 +f-70 +1-70 +1.70 +/-70 t!•70 +l-70 +169.5 +1.66.7 SHORT
IDE a1
44 +I-70 +/-70 +1-70 +1.70 +/-70 +1-70 +l-70 +/•70 +l-70 +/.69.9 +1436.4 +163.7SHORT °`�'�peLe 2n:d.ce cnn8a
++
46 +1-70 +/-70 +/-70 +/•70 +/-70 +1-70 +!•70 +/-70 +1.69.9 +1.67.4 +l-63.9 +1411 L SIDE
e 46 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/•70 +/-70 +1.67.8 +1.65.3 +1.61.9 +/-59,7 '
W 41-70 +1.70 +/-70 +1-70 +/-TO +1-70 +/.69.5 +7.68.5 +1.6.S.9 +1.63.4 +1.59.9
n
= 52 +/-70 +/-70 +/-70 +140 +1.70 +1-70 +1.67.8 +/-669 +/-64.2 +1.61.6 LONGSIDE
to 54 +/-70 +1-70 +1-70 +1-70 +1.70 +1-70 +/-88.2 +1.65.3 +/-625
56 41-70 +/•70 +1-70 +1-70 +/-70 +/69.2 +/$1.7 +/-63.8 SHORT LONG
57 +/-70 +1.70 +/•70 +1-70 W-69.8 +166.1 +164 SIDE SIDE
Y Q
60 +/-70 +/-70 +1-70 +/-69.7 +1.67 +/65.3 -L-- W
62 +/-70 +/-70 +1619 +/.67.9 +165.2 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING
+1-70 +1.683 +/663
THROUGH THE FRAME PER SHEETS 384 THROUGH THE INTEGRAL FIN PER SHEET4 0 N o
64 +1-70
66 +169.9 +/68.9 +/.66.7 APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS -77 I
SHORT
Of yj
611 +168.4 +/67.4 (SEETABLIE2) (SEE TABLE 3) SIDE f`
0,_ o
69.649 +167.1 ss.s• 4- z LL m Q a
zL 7 O
TABLE 9, W Z m Z -
Window Design Pressure,(+I-psf) LlSe 1a�1 • n j Q .'Ma
3/16"T Cap-Airspace-7/16"A/A with PVB Ty pe:ss 13 o Z z
Window LOV Side(in) 3 w o
DNnM.lons 69.649 71 73 75 78 80 85 86 89 92 96 99 z m o
W H
32 +1-70 +1-70 +1-70 +1.70 +1-70 +1.70 +1-70 +/-70 +1-70 +1.70 +l-70 +l-70 W
34 +H70 l-70 +1-70 +1-70 f!•70 +l-70 +/-70 +/-70 tl-70 +1.70 +/•70 LIJ :aa$
K
7 rn
36 +1.70 +1-70 +/-70 +1-70 +!-TO +l-70 +1-70 +l-70 +!•TO +1.70 +/-70 +/-70 U 03 z
38 +1.70 +1-70 +/-70 +1-70 +/-70 +/-70 +1.70 +/-70 +/-70 +1•70 +/-70 +/-70 Q W W
40 +1-70 +1-70 +/-70 +/-70 0-70 +I-70 +l-70 +/•70 +/-70 +1.70 +1-70 +l-70 X LL p
42 +/•70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1.70 +/•70 +1-70 +/-70 LL z
J Q Lo
44 +1•70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +1.70 W z FO
46 +1.70 +/-70 +1-70 +l-70 +1.70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-68.6 > LL)
4.
c 48 +1-70 +1-70 +l-70 +1-70 +/-70 +1-70 +1-70 +1-70 0-70 +/-70 +168.8 +/46.3 ally; xa�say,.,
50 +/-70 +/-70 +1-70 +l-70 +/-70 +1-70 +1-70 +/-70 +1.70 +/-70 +/66.6
N 52 +/-70 +/-70 +/-70 +/•70 +/•70 +/•70 +1-70 +/-70 +1.70 +/68.5
to 64 +/-70 +/-70 +/-70 +/-70 4/-70 +/-70 +/-70 +/-70 +/•69.5 NOTES
1)BUCK DIMENSIONS SHOWN.
56 +1-70 4/-70 +/-70 +1.70 +/•70 +1-70
57 +l-70 +1-70 +1-70 +1-70 +l-70 tl-70 4!•70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
6o +1-70 +1-70 +/-70 +/-70 +1-70 +/-70
62 +/-70 0-70 +/-70 +/-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 6 f N f 6
THROUGH THE FRAME PER SHEETS 384 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN /
64 tl-70 +/-70 +l-70 +1.70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
66 +l-70 +1-70 +/-70 APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS WINDOW WILL COMPLETELY FIT WITHIN.
68 +l-70 +/-70 (SEE TABLE 2) (SEE TABLE 3)
69.649 +1-70 15.5' 3.9" A.LYNN MILLER P.E.
P.E.0 M705