HomeMy WebLinkAboutProduct Approval RECEIVED--.
�ME 15 nmm
MIAMI PL,,:1 ' MUM-DADE COUNTY
FILL UO County, Permit DCT CONTROL SECTION
1805 SW 7
DEPARTMENT OF REGULATORY AND El Streets Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE ff0A www.miamidade.goy/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE.-
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ). -
This'NOA shall not be valid after the expiration date stated below.The Miami Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the one.
Vinyl"
P C
W-=5520i
0. Af -5520.0 titled "Vinyl Fixed Window NOA (LM&SM)',
o. NO
DESCRIPTION:S:� IPW-'5!;20 Vinyl" Fixed Window—L.M.I.
APPROVAL DOCUMENT:
sheets I through 11 of 11,dated 09/09/14,with revision B dated 06/06/17,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#16-0629.12 and consists of this page I 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.
NOA No. 17-0614.09
Expiration Date: April 30,2020
TAPPROVED1 Aliproval Date: October 26,2017
1011 77/1 Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0930-25)
2. Drawing No.MD-5520.0 titled"Vinyl Fixed Window NOA(LM&SM)", sheets 1
through 11 of 11,dated 09/09/14,with revision B dated 06/06/17,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,Duraseato spacer system, Super Spacer®NXTm spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. 1711,87171, FTL-8968 and FrL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0629.12)
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)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 PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7897,dated
08/01/14,signed and sealed by Idahnis Ortega,P.E.
(Submitted under NOA No. 14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition(2014),dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
(Submitted under NOA No. 14-0930-25)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
Mandel P��Fe'zz" .E.
Product Control kxamkner
NOA No.*4114.09
Expiration Date: April 30,2020
Approval Date: October 26,2017
GENERAL NOTES:SERIES 6520 IMPA SIGN PRESSURE RATING
IMPACT RESISTANT,VINYL FIXED WINDOW LARGE I SMALL MISSILE I VARIES PER GLASS TYPE.SEE
1)THIS PRODUCT HAS BEEN DEStGNEO&TESTED TO COMPLY WITH THE REQUIREMENTS OF IMPACT RESISTANT TABLES 4-13.SHEETS 6-10
THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ} MAX.SUCK WIDTH SEE TABLES 4-13
(SHORT OR LONG SIDE) MAX SUCK MOTH SEE TABLES 4-9
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. (SHORT OR LONG SIDE)
FOR INSULATED GLASS INSTALLATIONS ABOVE 30 IN THE HVHZ THE OUTBOARD 8,SEE MAX 0*C'SEE 0.SEE 126'MAK
LITE(CAP)MUST TEMPERED. SHEET 3--w— TABLES. I 4-13 I SHEET 4 MAX D.C.SEE TABLES 4-9 PRODUCrREVISED
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MLAMI-RADE COUNTY MAX
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE 84ild"
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE VISIBLE A WT
ANCHOR TYPE. LIGHT WIDTH MAX BUCK LIGHT WIDTH !on
MIGHT.SFly
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE 70 BE CONSIDERED IX INSTALLATIONS. -—-—-—-—-—-—--—- - 'ABLES 4-13EE m, Dab
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD 11 OR 7
BUCKS DEPICTED AS 2X ARE 14W THICK OR GREATER.IX AND 2X BUCKS(WHEN USED) HORTSIDE)
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TOTHE STRUCTURE WOOD SUCK JR-0&Wl7-UPDATlED---
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR A VISIBLE VISIBLE ANCHORAGE TO FBC 2017.
f
ARCHITECT OF RECORD,(AOR). LIGHT A.SE C LIGHT C,SEEHEIGHT SHEET I HEIGHT SHEET4
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX.BUCK
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION
ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLASKNG STRATEGY FOR WATER HEIGHT.SEE
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX O.C. TABLES 4.0
SCOPE OF THESE INSTRUCTIONS. SEE TABLES I j (LONG OR
4.13 MAX.O.G. SHORTSIDE)
6)MAX 11V SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCTst
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED 1—TL TABLES art
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 4-9
IMPOSED ON THEM BY THE WINDOW. 8 S'MAX D MAX. --4h--
0
7)DESIGN PRESSURES- 0, 6
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL0CYCLE TEST PRESSURE.FRAME TYP.EQUAL-LEGIBOX& TYP.INTEGRAL FIN&.1-CHANNEL
ANALYSIS AND GLASS PER ASTME1300. FLANGE FRAME(GD*CORNERS) FRAME(90*CORNERS) Zg
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALl CYCLE TEST (ANCHORED THROUGH NAIL FIN)
PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300. wo
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. tr MAX z
0
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHEWINDLDAOS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 334/3%STREW INCREASE B,MAX. MAX 0
z
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX,O.C.SEE -j
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR MAX I.C.\
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE SEE TABLES TABLES SEE 0 111 71-04s
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 13 TABLES 0
4-9 z
0)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX O.C.
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLES 0
JURISDICTION. VISIBLE 4-13 VISIBLE Z 40s
LIGHT LIGHT
HEIGHT
ELCO AGGREGATOR NOAI FNERGI WINDOW AND DOOR PROFILES,LM WHITE 9 -T ILL
10)REFERENCES:TEST REPORTS FTL-7897,ELCO ULTRACON NON ELCO CRETEFLFX NOA; HEIGHT in
BRONZEJLIGKrFR SHADES OF CAP COATED PVC EXTRUSION NOAS.NATIONAL DESIGN Z MAX.BUCK MAX.BUCK w
HEIGHT.SEE z
SPECIFICATION FOR WOOD CONSTRU=ON,ANSI/AF&PA NOS&ALUMINUM DESIGN MANUAL HEIGHT,SEE w
TABLES 4-0
TABLES 4-9 (LONG OR *11!1 Asad saves
I 1)'PVB'-.09T TROSIFOLO PV13 BY KURARAY AMERICA.INC. VISIBLE (LONG OR VISIBLE SHORT SIDE)
'SG`=.OW SENTRYGLASO INTERLAYER BY KURARAYAMERICA NO. UGHTwIDTIi SHORT SIDE) LIGHT WIDTH '00
LYN&
IV MAX;
GENERALNOTES........................ ....VCEN,*
MIME UGHT FORMULAS . . . . . . . . . . . .
ELEVATIONS.........................-A
FRAME,GLASS..ANCHOR WIDTH:BUCK WIDTH-4-Rfl 61 MAX O.C. er MAX. 125r* MAX O.C.SEE TABLES 40 1.26!MAX
OPTIONS.......„ .....2 HEIGHT,BUCK HEIGHT-43/16° SEE TABLES 4-13 MAX
INSTALLATION.FLANGE& CODES/STANDARDS USED, MAX SUCK WIDTH SEETABLES 4-13 MAX BUCK WIDTH SEE TABLES 4.9
EQUAL LEO.........................3 (SHORT OR LONG SIDE)
*20`17 FLORIDA BUILDING ODDS(FBC),STH EDITION (SHORT OR LONG SIDE)
It.
*2014 FLORIDA BUILDING CODE{FRC},67H EDITION T•O
INSTALLATION,INTEGRAL FIN& Ag
J-CHMNEL.......................4 TYP.EQUAL-LEGSOX& TYR INTEGRAL FIN&
GLAZING DETAILS...... -.5 oASTM Ei300-09 FLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR
ASTM
NDS-2016 FOR WOOD CONSTRUCTION fXORION
C'
DESIGN PRESSURES.. 6-10 ANGLED CORNERS)BOM *ALUMINUM DESIGN MANUAL,ADW2015 OR ANGLED CORNERS) 701YAL
ASSEMBLY 11 •AISISIM12 (ANCHORED THROUGH NAIL FIN) 111#1111110
SAISC360-10 A.LYNN MILLER.P.E.
PEN 0705
TABLE 1:
Giaim Table A=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW.
,ape Description # 'H'-HEAT STRENGTHENED
7 7/8"Laminated I.G.:118'A Exterior Cap+711(1 Air Space+5118"Laminated;(Z)Lites of 1/8"A Glass with.09D"PVB Interlayer 4 TEMPERED
RVB"-,090'TROSIFOL09 � U
8 718`Laminated I.G.:i/8"T Exterior Cap+711W Air Space+5/18'Laminated;(2)Lues of 118`A Glass with.090'PVB tntedayer 6 PVB BY KURARAY
8 71W laminated I.G.:3/16"A Exterior Cap+31W Air Space+5/16"Laminated;(2)Utes of 1/0"A Glass with.O"PVB Interlayer 6AMERICA,INC. BOX OR
5G'=.090"SENTRYGLASO EQUAL
10 718•Laminated I.G.:3/18'T Exterior Cap+3/8"Air Space+6116"Laminated;(2)Was of 11W A Glass with.09D"PVB Inteda3w 6 INTERLAYER BY KURARAY FLANGE LEG
11 1"Laminated LG.;118`T Exterior Cap+7118'Air Space+7116"Laminated;(2)Utes of 3/1W A Glass with.OW PVB 6dertayer 7 AMERICA,INC,
12 1"Laminated LG.:3/16'A Exterior Cap+3/8"Air Space+7/18'Laminated;(2)Utes 03116'A GL•tss wiith.090"PVS hdelayer 8
13 1"Laminated I.G.:3116'T Exterior Cap+318'Air Space+7/18"Laminated;(2)Utes of 3116'A Glass with.0W PVB Intedayer 0 c
14 1"Laminated I.G.:3x16'A Exterior Cap+318'Air Space+7118"Laminated,(2)Was of 3/iC A Glass with.09V SG htteriayer 10
15 1"Laminated I.G.:3116'T Exterior Cap+3787 Air Space+7118`Lamirmted;(2)Utes of-VIC A Glass with.090"SG Interlayer 11 GLASS TYPES 14 THROUGH
16 1"Laminated I.G.:118'T Exterior Cap+7118'Air Space+7116"Laminated;(2)Utes of 3/16"H Glass with.090'SG Intedayer 12 17 MAY NOT BE USED Wmi IFIN J•CHANNEL OR INTEGRAL
17 1"Laminated LG.:3116"T Extedcr Cap+318'Air Space+7116"Laminated;(2)Lues of 3/16'H Glass with.080`SG intedayea 13 •FIN FRAMES. J-CHANNEL INTTABLE 2:ANCHORS INSTALLED THROUGH FRAME
Group Anchor 8Ub3beLa Min.Edge lF
Distance Embedment, BEYOND
METAL
,So P (SG= .55 18' t SUBSTRATE-
#10 SMS - Steel,A38" 3! 0.060°
(sleet,18-8 S.S. Steel Stud,A653 Gr.33" 3/8' 0.0451"(18 Ga.) VALUETNOROUTED u°
S MAY BE
A
or 410 S.S.} Aluminum,6063.75' 3/r 0.05 USED FOR GROUTED
P.T.Southern Pine(SG=0.55) 7/11V 1-318" CMU APPLICATIONS,
31161 steel Uitrecon Concrete(min.2.65 keq 1' 13/8"
Ungmuted CMU, TM C 901 2112° 1.1(4'
#i2 SMS P.T.Southern pine(SG=0.55) BMW 1.3/6" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INA BLOCK(SEE EXAMPLES
(Steel,I"S.S. Steel,AM 318" 4.050° SELOWj•AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10.
or 410 S.S.)
Steel Stud,A GrB�'a3' WC 0.0451"(18 Ga.)
LONG LONG LONG SHORT
B Aiuminlan,608376' 318" 0.083' ia----- sly-----"i �--•-sroE
1t4`steel tittracon P.T.SouOrem P6m(3G=0.55) f' 1318' r--- --�i -- ---siDE- ---I i stDE
114'steel Cretell P.T.Southern Pine(SG=0.65) 1` 1.318' w I I t E n
PRODUCT s ith ID
1/4'steei Aggre4ator P.T.Southern Pine(SG=0.53) 1" 91 I (0 0 es c0mplfln8 � l ttakta
Concrete{min.2.85 Kell 1" 1314" i BwTdmgO de
tq to N y N Axcptawu NO I .
i/4"steel tihracon
C Ungrottted CMU,(ASTM.O-W) 2-1f2' 1-1/4'
LONG LONG LONG LONG LONG O
1t4"steel Clefe#tex Cmrcrate{min.3.35 ksi} 1" 1314• F SIDE -i F� Sim "! i-" SIDE --i l'- SIDE --i F� SIDE -I z t0f Dcb PmTRSC'
114"steel Ultra= Concrete(min.2.85 k9q --2T./r- 1.314' T f --- T AF-
TFT r- --1 7 r
Concrete(min.3.35 ksi) 2-t12' 1314' I rT i ( 1 OCHANGES THISSHEET.
1/4"steel CtstelexUrrgtouteGCMU.{ASTMC-90) 2-1/2' 1-1/4' 4I � ��11W steel AggregatorConcrote min:3.276 ksi 1-112° y y
Grouted CMU, ASTM C.9D) 2' x I__ _ U' �'
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Min.Edge Min.
Attch i»dmenY N% LyNjv
ti�t t n n l t r r r/VY f
E 2117 x.1317 Common fNallP.T.SolAhain Plus{SG=551 2 7/te. 1070 TECHNOLOGY DRIVE �`
2-1/7 Rirro.sshank Rcolnp Nall P.T.Southam Pine(SG-.56) 318' 2-7116' Mamw Min.F,, Min.F. N.VENICE,FL 34275 ;p
stew Sam 92kg 19ksL (sot)-480-1600 _� No.fill '.
010 Tweehead SMS Akenlnum,6063-TV 31W 0.050' 16a Screw IPo kd 45 ksi
(Steel,I"S.S. 410 Screw 90 ksi 114k5i COPYRIGHT02017 POT INDUSTRIES.IOiC.
or 410 3.3.) Steel Stud,Gr.33" 318" 0.0451'(1e Ga.) CERT.OF AUTH.m929s Au PoOHrs RESERVED
F Steel,A38° 318` 0.050° Elco O� 57 Its! sow
poL
Mw.OF3 Elmunrecorre 155 ksi t77�L = VINYL FIXED WiNDOW NOA(LMBSM) 9/9114 }'�'
P.T.Southam Pine CSG-.55) Bib 1318" THREADS s
1F12 SMS Aluminum,0063-T5' 318" 0.083" BEYOND 4tO SS T5Atr Hamel t 175 tks1 1 7�Isi _ �� SSf OR......
fsteel,18 a s.s, g(�stud Or.33" 3/8' p,t>50 THE A3s✓Keri 5 ksi GLASS/ANCHORSIFRAME OPTIONS e J ROSOWSKI "II, NAL r����
or 410 S.S.) METAL Or.34 steel Stud 33 45 ksi l s
Steel,AV 318" 0.050° SUBSTRATE. PW-6520 NTS OF 11 ' MD 5520.0 g aLYNN 06a?W,P.E.
P. 68705
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTAUATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHOREDTHROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO CONCRETEICMU. SUCKSTRIP INTO CONCRETE(CMU.
OPTION 1 EMBEDMENT
SEE NOTE 2,THIS SHEET.ANCHOREDTHROUGH
+—^•—_�— EDGE DISTANCE MAX, EMBEDMEEMBEDMEINTONT
FRAME!N2X WOOD � SHIM 1/4`MAX
FRAME OR SUCKSTRIP. 2 4 SHIM
SEE NOTE 2,THIS SHEELEDGE EDGE
FLANGE
FLANGE EMBEDMENT DISTANCE S DISTANCE
FRAME
SHOWN
o
1`THICK
� (r _
TYPE,
SHIMAX. EMBEOMENTANDEDGE I.G. y EMBEDMENTAND
DISTANCE PER —°�----- j EDGE DISTANCE PER
TMP.ANCHOR TYPE. SUBSTRATE, �` u SUBSTRATE,SEE
EMSEDMENTANO SEE TABLE 2,SHEET 2. SUBSTRATE,SE 2,
6 EDGE DISTANCE PER _
SUBSTRATE,SEE
a 5 TABLE 2,SHEET 2. p� I ?IV THICK I.G. �D .
FLANGE EXTERIOR T"'� VISIBLELtGHTYV90TH —^--.•-�
FRAME _(� 7 EQUAL-
NO G: SHOWN tJ LEGBOX
7/8•THICK I.G. BUCK WIDTH FRAME
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN
LISTED ON TABLE 4 SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW,
DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMBTEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY VERTICAL.OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2.
PER TABLE 2,SHEET 2.ALL WOOD SUCKS LESS THAN
BUCK VISIBLE 1-117 THICK ARE TO BE CONSIDERED 1X 114'MAID
HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF SHIM p1pOR#12STEEL —.►{ 1/4'MAX.SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD ' SMS(G6},SEE
BUCKS DEPICTED AS 2X ARE 144 THICK OR TABLE$SHEET'2.
GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE ARODIJCT RBVISFlt
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND m u oom with the.it9lti�1
INSTALLATION IS THE RESPONSIBILITY OF THE Building
A & '
ENGINEER OR ARCHITECT OF RECORD. Dae
qk4.DO
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �-7 B*w&at TO AS DAYLIGHT OPENING)IS MEASURED FROM
1'THICK I,G. BEADING TO BEADING. FLANGE C� EQUAL
FRAMELEGJBOX
SHOWN FRAME I J NO CHANGESTHIS SHEET.
_. rYP.ANCHOR TYPE, SHOWN
EMSEDMENTAND ISD EXTERIOREXTERIOR
o �'
�oI EDGE DISTANCE PER
a 4 SUBSTRATE,SEE INSTALLATION INSTALLATION ¢
EQUAL. TABLE 2,SHEET 2. OPTION 4 OPTION 4
LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL `i1t
FRAME i(4'MAX.SHIM _
SHOWN a 1070 TECHNOLOGY DRIVE .?�`C� •• ,�
N.VENICE,FL$4275
(941)-480-1600 -#: No.d87B5
EMBEDMENT
OFAUTH.tf29298 COPYRIGHT®2017 PGTOCUSTRIES.1140. _
VISIBLE LIGHT FORMULAS CERT, ALL RIGHTS RESMED
INSTALLATION WIDTH:BUCK WIDTH 44M6 5 VINYL FIXED WINDOW NOA LM&SM q
OPTION HEIGHT:BUCK HEIGHT-"IV c ( ) 9/9/14 `
t{ EDGE DISTANCE '�i�,,s•'.!,ZCWIpI*..:•\�`�`
FRAMEDRE�CMYU VERTICAL SECT{ON B-B FLANGE&EQUAL-LEGIBOX FRAMES lid J ROSOWSKI �'�.S�O qL
PW-5520 III NTS 30F11 kUMD45520.0 B A.LYNN=,P.E.
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
114"MAX.SHIM ANCHORED THROUGH 1/4'MAX.SHIM
INSTALLATION OPTION 5 EMBEDMENT' ANCHOREDTHROUGH INTEGRAL FIN
FRAME INTO 2X WOOD INTO 2x WOOD FRAME OR BUCKSTRIP. EDGE DISTANCE
ANCHORED THROUGH FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.
INTEGRAL FIN INTO 2X WOOD EMBEDMENT NOTE 2,THIS SHEET.
FRAME OR SUCKSTRIP.SEE -1 1 F
NOTE 2,THIS SHEET. EDGE 1 3
EDGE DISTANCE DISTANCE
J-CHANNEL
FRAME
SHOWN
O u EMBEOMEW
THICK I.G.
114*MAX.SHIM TYRANCHORTYPE,
EMBEDMENT AND F—tl 1*.
TYP,ANCHOR TYPE, EDGE DISTANCE PER L i
sus- W
EMBEDMENTANDEDGE F
DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2.
SEE TABLE 3,SHEET 2- (SCREW SHOWN) INTEGRAL TYP.ANCHOR TYPE,
(NAIL SHOWN) FIN EMBEDMENT AND EDGE
718*THICK Lo 0 FRAME DISTANCE PER SUBSTRATE,
J-CHANNI VISIBLE LIGHT WIDTH SHOWN SEE TAKE 3.SHEET Z
FRAME OWL SHOWN)
718"THICK LG. N TESL SHOWN DUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRINTE
ANCHORS LISTED ON TABLES 2&3,SHER z. HORIZONTAL SECTION C-C
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD.
Be USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET 1
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2.SHEET Z ALL WOOD DUCKS LESS
BUCK VISIBLE THAN 11-10 THICK ARE TO BE CONSIDERED IX
LIGHT INSTALLATIONS IX WOOD BUCKS ARE OPTIONAL
HEI HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1W MAX SHIM 1110 OR(n2 STEEL IW MAX
WOOD BUCKS DEPICTED AS 2X ARE 11-Ur THICK SMS(GSjSEE SHIM
OR GREATER IX AND 2X BUCKS(WHEN USED)
SMALL BE DESIGNED TO PROPERLY TRANSFER TABLES 2&3.
LOADS TO THE STRUCTURE,WOOD BUCK DESIGN SHEET2- PRODUCT PMSEb
AND INSTALLATION IS THE RESPONSIBILITY OF as c*mplyingM dm Fimbb
130 a
THE ENGINEER OR ARCHITECT Or RECORD. E.--77 04
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS BY rt
V THICK LG. MEASURED FROM SWING M OWING. Dab
FIN AND/OR
FLANGE MAY BE NO CHANGES THIS SHEET.
INTEGRAL FIN ExrERtOR REMOVED IN-FIELD
EXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN 0
AND EDGE DISTANCE PER
SUBSTRATE.SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8
INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME,
FIN INTO METAL,SEE TABLE 3,SHEET Z INTO METAL,SEE TABLE 2,SHEET 2.
FRAME 19'MAX I fill,,
SHOWN 0 0 SHIM1"
1070 TECHNOLOGY DRIVE
INSTALLATIONN.VENICE,FL 34275
OPTION 6 EDGE (941)•480.1800ANCHORE07HROUGH DISTANCE
INTEGRAL FIN INTO 2X COPYRIG.HT42017 PGTINvusTpjmw-
WOOD FRAME Oft FORM LAS CERT.OF AUTH.429290 ALL MGM RMMM
a CKSTRIP.SEE NOTE 2, 1 VISIBLE LIGHT I
U EMBEDMENT WIDTH;BUCK WIDTH-4-W1 VINYL FIXED WINDOW NOA(LM&SM)
THIS SHEET. FM HEIGHT.BUCK HE GHT IS
J-CHANNEL&INTEGRAL FIN FRAMESJ'�J SOWSKI L
VERTICAL SECTION D-D 9 1111111111,00
PW5520 It NTSjTa4 OF 11 IR 11 MM520.0 Lla A.LYNN MILLER,RE
P.F-#6ons
wr NOM. lir 7W NOM.
v
5116"AIA PVB 5116"AJA PVS I 5tl6"AJAPVB f I 6/16"A/APVS
7116"AIR SPACE 7116'AIR SPACE—- 318'AIR SPACE 3/8"AIR SPACE— PRODUCI RMSW
'I 'a
1/8"A GLASS— 118"TGLASS--\ atI6"AGLASS--\ 3/16'T GLASS---\1
<�D gnEMEXTERIOR
OR < D 9MRIOR EXTERIOR
A
8083 808a @83 80-83 By
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET.
-
VNOM. co-
v v
7/16"AIA PVB— Mir AIA PVB (o
B$ 0
7116"AfA PVB 7/W AIA SG
7/16"AIR SPACE- _\ 318"AIR SPACE— 318"AIR SPACE 3w AIR SPACE— C!
>- _.Pu
IWTGLASS- 3/16'A GLASS---\ 3116"T GLASStt
0
---\ 3fl(r A GLASS----\ (D
EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR
w
8083 8083 8083 g0 g3C.)
w1
1
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 $!;i
LL
9 0
z
1. M, 1. M. 1°NOM. z
51F.-S
7/16"AJASG- EXTERIOR 7/1 S'H1H SG 7/1 U"HIH SG
3/8"AIR SPACE— 7116'AIR SPACE 318"AIR SPACE lr2"NOM,GLASS
3tl6"TGLASS I/8"T GLASS 311WTGLASS--� 80 Ba ITE TYP.
EXTERIOR 1�30CMRIOR EXTERIOR L Vu
M
,7R 112'N MGLA
BITE 4P.
6 7
Z4
LXN
V,
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 1778
7,05
W-ANNEALED
c $
ir"e
HEAT STRENGTHENED GLASS TYPES 14 "ROUGH 1170.•*.. $7,TE F
'T`-TEMPERED NOT"U ..'ZORl
17MAY 11 WITH 9A..
*PV0'-.09TTR0$IFOL6 J-CHANNEL OR INTEGFIAL TYP.GLAZING DETAIL
PVB BY KURARAY AMERICA,INC, FIN FRAMES
ANAL-I II%;`t
'SW=.UW SENTRYGLASID
INTERLAYER BY KURARAY AMERICA INC. A.LYNN MILLER,P.E.
P,E.#68703
7ABLE 4:
Window Design Pmssure,(+1-psQ Le61e
1B"A Ca -AUspaos-5116'A/A with PVB Ta T- 7
Window Lang Side(m) TABLE DIMENSIONS MAYBE
Dimensions 51.46 54 56 68 62 54 68 72 76 $0 64 67 . ORIENTED VERTICALLY OR
18 +l50 +1-80 +/b0 +1-50 +/-60 +/-50 +1fi9 +/-SO +/50 +1-$0 H-50 +1.80 NORMOMFALLY AS SHO'1YN.
20 +150 +l-EO +150 +1-60 4130 +1-50 +1.50 +150 +150 +1-64 +1.W +/-6O LONG
SIDE PRs?DUL'IRBVLSrfl
22 +150 +150 +/a0 4150 +l50 +/-SO +1.60 +/$0 +/54 +/-50 41-50 +180 �- LONG SIDE mcg tbOm
+180 +/a0 +/.50 4150 4150 +150 +160 +1.50 +150 +/50 +150 T- E*Aul Di
t32
+1.60 +150 +1-60 4150 +1.60 +150 +150 +150 060 +/-60 +1.60 4150 E`P'"°I0"�`
Wou +150 +1-� W50 +1.50 +150 4140 +150 +/5O +150 +1.60 +/$0 SHORT
BY
SHORT May{I
+150 +130 +160 +150 4150 +/50 +140 +/50 +/$0 +lSO 4154 SIDE
+1-60 +150 +164 +150 +154 +150 +140 +la0 +160 41.60 NO CHANGES THIS SHEET.
5 +150 +/50 +/50 +150 4150 +154 +150 +/50 +/.60
Q
36 +150 +160 t1450 +180 4150 4150 +150 +150 �-- LONG SIDE •-«•�
P444
+150 +150 +1.60 +/-SO +1-50 +154 +1$0 �- z
t/64 +r5o +150 4150 +�So +/Sq
4/54 4166 +164 +/8.0 +1.50 MAX.04SPACINGSFANCHORiNG MAX.O.C.SPACING IF ANOLORM SHORT d LONG
1HROlRa'LI THEFMME PER SHEEIS3&4 THROUGH THE INTEGRAL FIN PER SHW4 SIDE �` SIDE
+150 +150 +18.0 +160+/54 4150 41.60 APPUESTOA,B,CORDANCHM APPUESTOEORFANCHORS(SEE TABU( (SEETABIE3) `� 1+156 +/-64 �, 4• CT 1 ° o
$1.48 1 +160 omG 2
SHORT 03 "
SIDE ,
LL h MDl
TABLES: W t-W.l
WkidowDesignPmssme,(+1-p6#) w «so
I)WTCap-Airspace-511('AlAWIthPVB for $ c> g Q T
Window Long Siris(in)
Dimensions 60.826 64 66 S8 70 74 1 71 8O 94 87 92 97 1 99 Z m
32 41.64 +156 +160 +150 +150 +150 +160 +/a0 +/-W W-60 +/50 +14-0 41.60 'S. ta-
34 +150 +/•60 +/-50 +1.50 W-50 +/50 +1-50 +150 +/-50 +150 +1.60 +141.3 4146.7
p 184
38 +1$0 +1.60 +160 41.60 +1-m +/a0 +160 +150 +1-0 +1.54 +147.5 +145.4 +1.44.6 ?
38 +1.60 - +154 +150 +1-SO +1a0 +1.60 +1a0 +1.60 +150 +1.49.1 +/-46.1 +143.9 z
40 +150 +150 +/.w +/50 +J.6O +150 +150 +150 +/-6D +/48.2 +14$.1 W etoaS
x a c
42 +lab +1.66 +1-64 +150 4/aO +1.64 4150 +l•SO +149.6 0-47,4 a. Z N
44 +1.60 +lou +/-SO +156 W40 +154 +156 +18.0 +1.18.9 1 ED �
Lo 48 +/•60 +/-60 +M) 4/ab 41.60 +156 +160 +149.9 «�3 � o
48 +140 +/-m +180 +W 41.) 41-50 +150 .1m , saw
66 +1.64 +1.60 +1-66 +140 +lam +156 _ --
MAX.O.GSPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING 17111 1 ttt�lj
82 +/•SO +/50 4J50 +!-$0 +1SO THROUGH THE FRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FINPERSHEET4 ���`1Q�1Y LYIy�y '`%'i
54 +/SQ +164 +154 +160 APPLIES TO A,B,COR 0ANCHORS APPLIES TO E0�4^�R F ANCHORS NOTES: LiGEH$�
69 +(a0 +/-80 +/40
1)BUCK DIMENSIONSSHOWN. ;
68 4140 +/80 (SEE TABLE2) (SEETABUE3) fY Y
2j POR St2ES NOT SHOWN,ROUND UP i0 THE
NO.66745
LS" 3S'FDRE ANCHORS,W FOR F ANCHORS '*t
60926 +164 NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). •: (�:'
fiHDTHE SMALLESTS{2UAREVf{tN40WSIZEiN 10�'., ST jV
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL i
WINDOW WILL COMPLETELY FITWITHIK '' Ss�Q���.
1111111`
A,LYNN MR.LER,P.E.
P.E.H SB7O5
TABLE&
Window Design Pressure,(+I-psQ usetl htablo
3/16"ACap-Airs ace-5116°A/AwithPVB t¢+� 9&10
3/16"TCa -Ai ace-5116"A/AwfthPVB Trpw:
TABLE DIMENSIONS MAY BE
WrIlbw Long Shy(m) ORIENTED VERTICALLY OR
D471"u t" 60,826 64 66 fib 70 74 77 80 84 87 92 87 99 HOFUZONTALLY AS SHOWN.
32 +1.60 +1-50 +/-60 +/f0 +1-6D +1-m +/.60 +/-50 +I-w +150 +1-50 +1.60 +/-60 LONG PRODllCTREVISED
34 +/-60 +1.60 +1.50 +150 +1-60 +i-60 N.60 +1.50 +J-SO +/•60 4150 +150 +1-60SIDE -tomplyh8witb CnFt�ffiO �- LONG SIDE �'
38 +ISO +w +1-50 +/50 +/SO +/5D +150 +1.50 +1-60 +/-SD +/-60 W-W +150
38 +ISO +1.60 +/50 +Aw +/SO +/•6U +1.60 +1-50 +1•60 +/-BD +/-50 +1.60
40 +lSq +h60 +1-50 +ISO +160 +160 +150 +150 +1.6D +150 +150 SHORT Esy
SIDE
.�,. 42 41.60 +1.60 +160 +150 +1.60 +150 +/•w +13D +ISS +1.60 T � SHORT
44 +150 +1-60 +/SO +1.550 +I50 +150 +1.60 +/-50 +ISO SIDE
NO GRANGES THIS SHEET.
48 +/Sp +150 +150 +l-SD +ISO +1•50 4150 +150
48 +1.60 +/-60 +1.60 +150 +/-60 +1-6D +1-W Q
�••+-- LONG SIDE -�
60 +ISO +150 +F60 +150 +150 N•60 T-
54
ti4 +1.0 +154 +150 +150 THROUGH �
622 +!•60 +f-w +I-6D +150 +/5D rAgx O.C.SPACINGIFANCHORING VAX.O.C.SPACMG IFANCHORING
7HROUGHTHEFRAMEPERSHEETS3&4 TUGH THEINTEGAALFIN PER SHORT LONG
y
68 +150 +1.60 +150 APPUESTOA.B,CORDANCHORS APPLRSTOEORFANCHORS SIDE {
sa
(SEE TAM 2) ISEETABLE4 StOE 2 m hag
6D.9 +150 +150 �'' 35'MR E ANCHORS.0 FOR F ANCHORS � a
SHORT Q -�
SIDE �„
TABLE 7; IL m K p
Window Design Pressure,(+!-psf) �fI
x W I
$
118"TCflp-Airspace-7116'AlAwithPVB � aap
window L-g 8#ts(In)
0W"40 F6019 64 6'S Be 70 74 177 80 84 8T 92 97
32 +170 +l-70 +/-70 +/-10 +170 +1.70 +1.70 +1.70 +1-70 +1.70 +/-70 +/-TO +/-70 Q C)
34 +170 +/-7D +1-70 +1.70 +170 +1-10 +1.70 +1-70 +1.70 +170 +F70 +170 +J-70 z t.
36 +!70 W-70 +1-70 +1-70 +170 +I-70 +1-70 +t-70 +1.70 +1.70 +I-70 +1.70 +1-70 p ~ +says
38 +170 +/-70 +1•70 +1-70 +1-70 +1-70 +170 +170 +/-TO +170 +1-70 +1.70 z N
40 #1-70 +1.70 +1-70 +/--70 +1-70 +/-TO +1-70 +/70 +1.70 +1.70 +1-70
42 +/-70 4170 +1-70 +1-TO +1-70 +1-70 +1-70 +/70 +1.70 +1-70
d Z
44 +170 +1-70 +1.70 +/-70 +170 +/-70 +/-70 +170 +1-70O It
$ o IL o
w 46 +170 +1.70 +170 +t•70 +170 +1-70 +1.70 4110 LL 2
�¢ 48 +1-70 +1.70 +1-70 +1-70 */-70 +1.70 +/-70 y
2� 50 41-70 41-70. +t-70 +t-70 +170 +110 o a
52 +1.7D +170 +1-70 +170 4170 MAX O.C.SPACING IFANCNORING WJLOt-SPAONGIFANCHORING apU asap salvo
54 +170 +1.70 +110 +/-70 THRDUGHTHE FRAME PER SHEETS 3&4 THROUGHTfE1NIEGALFINPERSHEET4
66 +170 4170 +1-70 APPUESTO%CORDANOWRS APPUESTDFANCHORS titit,titil�Y t_Y�1 j
59 +170 N-70 ISEE TABLE 2) (SEETA64E3) NOTES: `,��� 0.,.-•••,NM //
r
60.926 4170 S)BUCK DIMENSIONS SHOWN. ` �' � `fiS'•'f�F r
2)FOR SUES NOT SHOWN,ROUND UP TO THE =*� No•68705
NEXT AVAILABLE SHORT OR LONG DIMENSION. '-
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
FIND THE SMALLEST SQUARE WWDOWSEZE IN ��,�'•,, A p �lCl4
THE TABLE($)ABOVE WHICH THE ARCHITECTURAL rrFs`'• ORIOP,.•'`�C,���
WINDOW WILL COMPLETELY FIT WITHIN. rj/j��QNALI
A.LYNN MILLER,P.E.
P,E.S68705
TABLE 8:
Window Design Pressure,(+1--psfl1lse or Dim
3/1TACap-Alrspace-7/16,AJAwMPVB (Tom
12 -[
W14d- Long Side(in) TABLE DIMENSIONS MAY BE f
Dimenslona 69,649 71 73 75 76 60 85 86 89 92 96 99 ORIENTED VERTICALLY OR
32 +1-70 +1-70 +1.70 +170 +170 +/-70 +1-70 +/-70 +1-70 +0-70 +1-70 +1-70 HORIZONTALLY AS SHOWN.
34 +1-70 +1.70 +/-70 +1.70 0170 +1-70 +1.70 +/-70 +I-70 +/-70 +170 +/-70 LONG PROD11Ct Ravi=
36 41-70 +1.70 +1-70 +170 +1-70 M70 +1.70 +1.70 +1-70 +1.70 +170 +1.70 SIDE ...plyivwhbdmFJwft
38 +1-70 +470 +1-70 +1-70 t170 +/-70 +170 +1-74 +1-70 0.70 +1-70 +/-70 "- LONGSIDE Bm���( 0 14.pAJ
40 +1--70 +/-70 +1.70 +1-70 +1.70 W-70 +/-70 +1-70 +1.70 +1.70 +1-70 +/-70 T-
[ap,atio°Due j0
42 +1.70 +1-70 +/-70 +/-70 +/-70 +1-70 +170 +/-70 +1.70 +1.70 +/•59.6 +1.56.7 SST y a
!y t
44 +0-70 +1.70 +1-70 +170 +1.70 +!-TO +1-70 +t 74 41-70 +1.69,9 +/4M4 +0.637 SIDE SHORT D`�0�"ci
46 t1-70 +1-70 +!-TO +f-70 +/-70 +1-70 +170 +J70 +1-69.9 +/-07,4 +/-63.9 +/•61.7 1- 910E
0 48 +170 +1.70 +1-70 +170 +/-TO +1-70 W-70 +/-70 +/$7,8 +1.8'3.3 +1.61,9 +1.69;7 NO CHANQE$THIS SHEET.
SO +/--70 +1-70 +1-70 +1-70' +1-70 +1-70 +1-69.5 +1.58.6 W-65.9 +1.63.4 +1419,9
52 +1-70 +170 +1-70 +1-70 +170 +1.70 +/-67.8 +1.88,9 +1-64.2 +/•61.6 �^^- LONG SIDE
W
84 +1-70 +1-70 +1-70 W-70 01--70 +1-70 +/•66.2 +1-65.3 01E2 6
w 0770 +1.70 +170 +170 +170 +1-69.2 +/4K7 4!.63.8 SHORT gL LANG
67 +1-70 +170 +170 +/-70 +1.89.8 +1•Bal +164 SSE SIDE m
60 +1.70 +1-70 +1-70 +1.69.7 +1.67 +/-65.3 d 52
62 +170 +1--70 +169.9 +1$7.9 +1.5$.2 MAX D.C.SPACNGIF ANCHORING MAX.O.C.SPACING IF ANCHORING
64 +1-70 +170 +J43E3 +/663 THROUGH THE FRAME PER SHEEFS 3&4 THROUGHTHEINTEGIMRNPERSHFI:T4 D� W
O
AFl*UE5T06,CORDANCHORS APPUESTOFANClHORS
O
N
68 41-693 +168.9 +/66 7 L7 N $ °1M7 2 N
(SEE TABLE 2) (SEETABlE 3) ) SHORT � O�j -�
6849 +0.66.4 W-67.4 LSS` 4" SIDE -1 d
69.6 M 67.1 T W e
TABLE& U U ®g
Window Design Pressure,(+H psQ tfseHhlstede a
for GHss °-
3116°T Cap-Aifspace-711W A/A with PVB Type 13 Z y d N
WOidm Long Side(Irl) Oa LL
O
DBnml me 69,649 71 73 76 78 60 88 86 89 92 96 99 Z
co
32 W-70 +1-70 W--76 +170 W-70 +170 +/-TO +1-70 W-10 +170 +1-70 Q I
34 +170 +1-70 +170 +1-70 +1.70 +/•70 +/-70 +1-70 +170 +1-70 W-70 W-70
36 W--70 0170 +170 +1.70 +170 +170 +170 +170 +170 +170 +170 +170 Z y F
38 4170 +1-70 +I 7(} +1.70 t/-70 0170 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 Z
40 +1-70 +1.70 +l-TO +1•70 +/-70 +1-70 +1.70 +1-70 +1.70 41•70 +!-TO +1.70 o X a o
42 +1.70 +1-70 +/•70 +1-70 +/-70 +/-70 +/-70 1170 W-70 +1-70 W-70 +140 I u- z to
44 +1-70 +170 W--70 +1-70 +170 +1-70 +1-70 +/-70 +1•70 +1-70 +1-70 W-70 19
16 +1-70 +1-70 +/•70 +f•70 +1.70 +/70 +/-70 +1-70 +170 +1-70 +1-70 +1.68.6 0 0.
48 +1.70 W-70 +1-70 +1-70 +170 +170 +1-70 +170 +140 +I-TO +1-8$.8 +1.66.3 °pe x cAusS
80 +/•70 +1.70 +/--70 +1-70 0-70 +1.70 +170 0-70 +1-70 +1-70 0-.6 1S�111 1j/1
Lo
52 +170 +/--70 +1-70 44-70 +/-TO 41.70 41.70 +l-70 4/-70 +1.86.8 (-Y �f
64 +1.70 +1-70 +/-TO +170 +170 +1-70 +170 0-70 +1.69.5 NQS ��` ��•'�CEN3 � •`
1)BUCK DIMENSIONS SHOWN, ;• F �
68 +170' 41-74 1170 t1-70 +1-70 +170 +1.70 +/-70 �o � Zy
67 +1-70 +1-70 +1-70 +1.70 +170 +/-70 +/-70 2)FOR SUES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG pIMEN910N,
60 +1-70 +l-TO +1-70 W-70 +1-70 +/-TO
62 +170 +1-70 +1-70 W-70 +1-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCfORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), '. +t�=
64 +l--70 +/-70 +1.70 +/-70
THROUGH THE FRAME PERSNE£TS3&4 THROUGH THEiNlEGRALNN PER SH£ET4 FIND THE SMALLEST SQUARE WINDOW SUE IN i� SATE
APPLIES TO 8,C OR D ANCHORS APPLIES TO F ANCHORS THE TABLE(S)ABOVE WHICH THE AROWECTURAL '-.!�lORYpa,.•'• C�
66 +l--70 +1-70 +/--70 WINDOW WILL COMPLETELY FITWITHIN. ��is
66 +1-70 +1-70 (SEES 2) (3EEa�LE2) `'f/, LIE
69.649 +170 A.LYNN MR.LER,P.@
P.EA 58705
TABLE 10:
Window Design Presswo,(+1-•psQ the OIIs t8pe
31161ACap-Airspace-7116"A/A with SG `QTS 14
W Indow Long Side(In)
Dimensions 69.649 71 73 75 78 80 B6 8s 1 89 92 96 99 TABLE DIMENSIONS MAY BE
32 +w-110 +801-0f0 +801-110 +801-110 +8w-110 +801-110 +801.110 +801-110 +g0/-110 +801-110 +801-110 +80/-110 HORIZONTALLYORIENTED VERTICALLYSSHO N
HORIZONTALLY AS SHOWN.
34 +801-110 +801.110 +801-110 +Sti!-110 +601-110 +80f-tto +801-110 +601-110 +801-110 +80!-109.4 +801-108.3 +801-107.6 LONG PRODUCTREVi587
36 +801110 +801.1t0 +807-710 +801-510 +601-109.6 +$01-10&6 +801-106.8 +501-106.6 +801108.6 +W-104.7 +OWLlimi; +841102.9 SIDE „c= wtbdwp
38 4841-109.7 +801-108.9 +80%107.8 +801-106.8 +80106.6 +W--104.6 +9W-102.7 +801-102.4 +801-101.4 +801.100.5 +80/.99.4 +801.98.7 - LONG SIDE b Buildias Code
40 +801-108.3 +801-106.6 +601.104.4 +801•103.3 +BQJ-101.9 +801-101 +80199.1 +801-98.7 +801.97.7 460/-96,6 +Bp/-86,7 + 1.96 T- 11-OfAL49
+jam
42 +801-103.3 +80110216 +801-101.3 +8W1002 +BOJ-99.8 +82197.9 +801.96.8 +EOJ-95.6 +BOJ-84.6 +801-93.6 +84f-42.4 +BOJ-80,7 SHORT
44 +801-100.7 +801.99.8 +OW9&8 +801.87.8 +801-96 +$0196 +80192.9 +60/-926 +821-91.6 +801.80.4 +801.87,1 +801-64,7 SIDE 1tlmni Pmduet Cmirol
46 +80%9&4 +B01.97.6 +BW9&2 +BD195 +801-SI14 +80/92.6 +®0!,903 +80/•89.8 +&01-08.1 +801.86.& +9W-B3.1 +801.81.6 � SHORT
SIDE
0 48 +80f98,3 +®01.8&4 t8-94.1 +W-US +Wf-91.2 48W-91X2 +801.88 +501.87.6 +Bt-84.6 +881.82.6 +80!•80.2 +17aB NO CHANGES THIS SHAT.
50 +40/94.6 +110/-93.6 +401-922 +80!.9119 +80/.89.2 +BO!48&2 +601.85.4 +80/-04.6 +80!•62.4 +801.80.2 +147.6
1 62 +801.93 +80!92 +8N90,6 +80!•89.2 +BW-87.4 +80/-86.4 +WI-83.3 +801-026 +80r-M.2 +1.78 LONGSIDE -«-j
W 64 +8W9i.7 +821.90.6 +801.89.1 +821$7.7 +8W aB +801.64.7 +421.81.3 +821-80.4 +/-7A1
66 +4W-9&6 +621.89.4 +821-87,8 +8019&4 +82194.4 +SN-63.2 +1-79.3 +/-78.6 SHORT LONG
67 +SW-W +80198.8 +801.87.2 +80f-MB +80.83.4 +gOJ-g2 0-78.4 SIDE SIDE
u Y m
60 +801$7.2 +WJ-86 +821$4 +821-$26 +8W-MI •It-7&8
62 +821-04.6 +821.63.8 +BO/-821 +821.80.4 +/78 MAX D.C.SPAQN6IFANCHORING MAX.O.C.SPAONGIFANCHORING
6 +421628 *80f.82 +621801 +1-7&4 THROUGNTHEFRAME PER SHEETS 3&4 THROUGHTHE iNiEGRALFIN PER SHE£T4 p W O
SB +80%81.1 +821.8&1 +178.3 APPUFS TO B,CORDANCHORS 1 ol olcQ w
(SFETABUi 2) NOTAPPUCA8IE GLASS TYPES t4 THROUGH SHORT l_ O yCC{ii
68 id-78.3 +l-78.4 f - t� g
&9 649 +1-77 7 17.2' t7 MAY NOT 6E USED RALH SIDE -a {�L;
!-CHANNEL OR INTEGRAL �� n�� vmav 2
TABLE 11: FIN FRAMES. > Ul 0
Window Design PTe um, 4J" iseat teals twomU `�
31161 T Cep-Airspace-7116"A/A with SG TT
15 0
o d O T
WkKbN Lixlg side go) •-z ,= rn
obraldons O
77.78 78 81 83 Be 87 91 94 98 89 104 107 171 Z aq 0D,
38 +801110 +601-1i0 +621-110 +821.110 +621-110 +8W-110 +801.110 +BW110 +821.110 +8-110 +821-110 +621.110 +10-110C
40 + -i10 +821-110 +421-110 +W-110 +8w-140 +801109.8 +BN-10&6 +W 107.6 +11W-106 821
9 + .10&1 +i-104.8 +8()J 104.1 +6W-103.3 a a
6LY W Iaays
42 +W-110 +W-109.8 +821-108.8 +821.107.9 +8&-106.7 +80r-108.3 +W-104.8 +621.103.8 +821-1032 +821.100.8 +W-07.7 +821964 +821434.8 Z to
44 +801-107.3 +8(11.108.7 +801-106.7 +BN-104.7 +8W-108.4 4801-103 +8W-101.4 +801.96,6 +0-88.7 +0-841 +8W431A +801.80.3 +8W$8,2 y �L
48 +8W--102 +8W-101.3 +6W-100.3 +8DF99.2 484417.3 +6W-W2 +07826 +$W-9o.4 +821.8'&2 +80.87.3 +8W-84.4 +80!•827 +EWmli C.)
60 + 49.8 +W-99.1 +BD 8B +821®88 +BW9C18 +801.98.1 +W-M.9 +80187.7 +8W68.2 +8W-84.3 +8W-81,1 +/-7&3 +/-71 0 LL Z j
61 +8W-98.8 +8W-W +8W-98.9 +80.96.8 +801428 +801-92 +8W-887 +W01-864 +6W.66 +801928 +/-7R8 +177.7 +1.76.3 0 +n
S4 48W4&1 +80195.3 +50144 +8014$21 +80!•8&4 +8W-8B.6 +0&41&1 +SW-OZ7 +0-81.1 +/-78.9 +/-7G3 +/73.2 41-71).8 - z o a
u 68 +BW94 +6W43:2 +0-91.8 +801-90.1 +801.87.2 +BW-58.3 +8-828 +8W-50.2 +/-7&6 +1-7&3 +/-726 +1-70.6 ens y�oa aoN
a 68 +601-91.4 +8W-916 +8&-89 +6W-87.6 +801436.1 +W-04.2 +6-80.8 +1.78 N-78.3 +1.73.8 +170.2
W 81 +50.67.8 +8W-87 +8W$&3 +8W-63.6 +601-81.2 4 190.6 +/-77.3 +1-74.8 1 +1.728 +170A11 fy t f l l l l r l r t r
83 +801 85 6 +80184.8 +801 82 8 +801-81.1 +678.8 +J-78 +/-74.8 +1723 +f 70,8 NOTES:
64 +8-64.4 +80183,6 +801.81.7 +190 +1.77.6 +1-70,8 +/.73.6 +1.71.2 1)SUCK DIMENSIONS SHOWN. `��3�;'" ytC£AJs '• r��
BB 4W-622 +8-$1.2 t1-78.4 +1-77.8 +/-76 +1-74.2 4171I 12)FOR SIZES NOT SHOWN.ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
65 41.80 +f-78.1 +1-7I.2 +r-76.4 +1727 4!•71.8
70 +178 +1.77.1 +J-76 +/•73.2 +1-70.6 MAK O.C.SPAONG IF ANCHORING MAX.O.C.SPAONG IF ANWRING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 'L•( '
THROl1GHTHEFMMEPER SHEETS 3&4 7HROUGfITHEINTEGRALFINPERSHEET4 SQUARE WINDOWSIZEIN +`
72 +178 +1-76 +.73 +.71.1 FIND THE SMALLEST APPUESTOBMI
,CORDCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ��0 '• A F +<tl
74 +J-74.1 +/-73 1 +/-71 WINDOW WILL COMPLETELY FIT'WITHIN. ��,.� �ORIDP,.•' '��
{SEETABlE2) NOTAPPUCABL£
78 +l-722 +1.71.1 La,prj�S�ONAL
77.78 +/--70.6 rrrrrttllli+,�`
A.LYNN MILER,P.E.
P"58706
TABLE 12: •-�-
Window Design Pressure,(Q-psi? use MIS taek TABLE DIMENSIONS MAY BE
118`TCap-Airspace-7148'H/FtwithSG for Glass 18 ORIENTED VERTICALLY OR
Type HORIZONTALLY AS SHOWN.
Window Lwg Side Qrt) LONG
OBn�nsllxm 60.926 64 66 68 TO 94 77 80 64 87 .92 97 1 99 SIDE
}+-- LONG SIDE
32 +e01--110 +80f-110 +w-IIO +801.110 +801.110 +w1-f1O +801-110 +8N-ti0 +60/-110 +801-110 +8N-t1O +801-110 +601.110
34 +881-110 +841-!it! +wf-it0 +a&-f10 +=-Ila +60/-tf0 +801-110 +Bof-110 +841-i10 +801-110 +801-110 +=.Ila +88f-i 10 PRODucrREVISED
SHORT m YbQWithftFlarhu
36 +801-110 +801.110 t8M-11q +801-110 +80/•110 +80/-110 +801-110 +8(1-110 +$0!•110 +801-110 t80h110 +601-110 +801.110 iid�s�
SIDE 1cKeptaase Ido D�i�
38 4861-110 t8Q1-110 +9or-ito +BOH-110 +80f-110 +80/-t10 +801-110 +BW-110 +BOF1/D +801-110 +sol-t1a +801.110 � � SHORT � �N�*Dato
40 +�1-110 +Sw-ifo +801-110 4881-11Q 4801-1ta +SQf-110 +QOf-110 +BOH-sto +BtN•110 +BQ!-1to +g0!-f1a SIDE D
42 +801.110 +80r-110 +801.110 + .110 +B&•110 +80/18&
10 +801-110 + -110 +801-110 +801-110 tii
601Prod m'
44 +801.110 +601.110 48W-110 +8a1-110 +801-110 +601-110 +801-i to +BN-110 +Wllo I
to 46 tea-110 +Bal-110 +801-110 +Bot-110 +BO!-110 +8of-110 +601.110 +801-110 }�-- LONG SIDE -.-� NO CHANgES TtiiS SHEk?48 +sol-iio +80f.•110 +90/-110 +ew-110 +801.110 +SOh110 +Bomb 0
BO +601-ito +8w--110 +80.110 +SD-110 +801110 +Bo/110 HORT LONG L
622 +841.110 +801.110 +8W ORI
-110 +801-110 +801.110 MAIL O.0 SPACING IFANCHORING MAIL O.G SPACING IF ANCHORING SIDE
84 +801.110 +601.110 +801.110 +801-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHFET4 t
66 +801.110 +8&-110 +8Qf-f10 APPUESTOB,COROANCHDRS
(SEETAME2) NOTAPPUCABIE m
68 4841-11Q +80!110 yg- GLASS TYPE 814 THROUGH
60.928 +Bor-1 to 17 MAr NOT BE USED WITH SHORT ccm 3 '
J-CHANNEL OR INTEGRAL SIDE O il O
0
TABLE 13: �FW FRAMES.
Window Design Pressure,({1-peQ use mbuwe 0 chi
l
3N8"TCap-Atrspace-7118'HIM with 8G ar y 17 z a w t °MW
Lam LaSIQe(31) U a
wind= - U1
Dimensions 77.76 79 Bi 83 88 87 91 94 98 89 104 107 117 178 120 126 136 144 F-2 � 'ON
sd °0 aaa
36 +80f-110 +801110 +80%110 +80/-110 +801.110 +807-110 +B0/110 +801-110 +801-110 +801 60 +BO.110 +$Of 110 +801-110 +8011+0 + f f10 +801.110 +80/-!70 +8W-710 a 9 W
40 +801-110 +801114 t8at-!ia +80+-110 +8omlo +8af-170 +801-710 +8w-Ilo +84f-710 +80!414 +w-1IO +801.110 +80f-tio +w-Ilo +80f-110 +W-110 +60f-710 +W-iio 2d v} LL
42 +801-110 +841'•170 +001-110 +8&-110 +801.110 +801-110 +801.110 +801-110 +601.110 +801.110 +601-110 +Sw-IIO +801-110 +801-110 +807.110 +Saf-110 +801.110 +801-110 O Wt O
44 +Gw-lio +801-110 +Sal-110 +8w-110 +BOH-110 1001-110 +6W-1to +80f-110 +801-110 +S&-Ito +8A'-110 +wlIo +aw-170 +Sal-110 +801-f1Q +80!770 +w-IIo• ` pp�2 a
H r
48 +841-110 +841-110 +601110 +801-110 +80!010 +eor-tio +801010 +801.110 +e01•110 +80r•110 +Bqt-110 +84f-t10 +801-110 +80!•!10 +8Q/-170 +BW-110 � � O� aaays
80 +801.110 +80!410 80/
+ -110 +001-110 +8&-110 +001-110 +601•110 +80/-110 +8W-110 +$0/•110 +801.110 +801-i10 +80f-110 +BQ1-110 +8W-110
at +801440 +Sal-110 +1211-110 +w-Ila +SQf-Sto +001-110 +Bof-Ito +801-110 +80Fito +84+410 +Bq-110 +BQi-140 +aw-IIQ +801.110 y Z
64 +8&-110 +B0-714 +001-110 +8&-110 +801110 +Sol-110 +801-110 +8&-110 +80/•110 +8&-110 +8&-llo +80/-110 +801-110 ¢ S
66 +SW-110 +BOH-110 +801110 +801-110 +801-110 +WJ-110 +801.110 +801-110 +801--110 +801410 +8&•110 +ew-i10
68 +801.110 +801-110 +801410 +w-iID +8&-11a +00f-Iio +W-110 +8&410 +8&-710 +e&-ifo +0&-110 O 1LL Z c��l
wg 61 +801-110 +801--110 +S&-110 +6&-110 +80f-110 +80f-710 +801-110 +801-110 +8&•170 +8&-110 W 3
83 +0&-110 4801110 +B&-110 +BOT-1fo +801•110 +0&-IIO +801-110 1 +80/•110 +801-110 U S w a
64 1801-l7O +e&•710 *901-110 +B&-110 +BOJ-7f0 +001-110 +601.110 +001-114 ctta •nap so a
68 +601.110 +801-170 +w-IlO +6&-110 +8&•110 +1x-110 +80f-110
6e +aomio +8&-710 +w-IlOm-ilo +80-1+0 +8&-il0 +00!•710 MIOL O.C.SPACING IF ANCHDRING MAXD.C.SPACING IF ANOrflRING `�� �OtNN
70 +0&110 +egrllo +Bor-!10 +e&-1!o +a&-ito .�` Y LYIy
72 +801.110 +801-110 +60-710 +80410 TBRO1fGHTHEFRAMEPER SHEE15381 TiHROUGHTHE INTEYQtALFiN PER5HEE74 y �iGENSF'•.C��`
APPUEST08,COROANCHORS • .:%
74 +BW-iIQ 1801-110 +$01410 No.68
78 +801.110 +80/410 (SETA81E2) NOTAPPUCA8IE
77.78 +801-110 p '
NOTES' n �i�C�s'•gORLDP.,••'
!)BUCK DIMENSIONS SHOWN.
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NW AVAILABLE SHORT OR LONG DIMENSION, I1 t t i i L i L L
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2).FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A LYNN MILLER,P.E.
P"38'705
s ,
3,500• 3.600' 3.600' 3.500'
1 --►{ 1.378' ��.�— .062' —��— .06T �� .082' --rl�— .00T
7. J .356' ff
'
5
' O ANCHOR COVER 1 1.4183' 1 1.483' 1.483' 1.483'
—1 0= —1
884•rj
301' ,825' � .825'
Q 1375' NEL FRAME — 2U FLANOE FRAME 1.376° INTEGRAL FIN FRAMEEOUALLEOIBOX FRAME
7f BIADIT L
ALUMINUM
SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA
.864'�— t7s' STRUCTURAL BUTYLENE 5116'NOM.
' SILICONE 3118'NOM 5/16'NOM. SEAL
STRUCTURAL BUM 8 SILICONE SEAL
POLYISOBUTYLEN 114'NOM. FOAM
WITH DESICCAM WITH DESICCANT ROLL-FORMED
QESICCANT FOS STAINLESS STEEL
O 1 BEAD INT.GLASS
EXT.GLASS EXT.GLASS EXT.GLASS—
EXT.GLASS
—INT.GLASS INT.GLASS INT.GLASS
MITERED
CORNERS WITH KODISPACE 81 SUPER ODURASEAL® O XL EDGE
INTERIOR� 80 4SG TPS SPACERONXTSPACER SPACER
WELDS
TABLE 14:
to I Part# Description Material .-RODUCrREVISED
ns cw*yiq with ft T•MM
1 I U0117J•chemei Frame PVC IALuilditkSC f I .0( 09
2 620118 Flange Frame PVC EX0 D= 30
3 1 620119 lintagral Fin Frame PVC
4 620120 Equal Log/Box Frame PVC eY
M Dab
5 620133 jArtchor Cover PVC
6 6 720136 7/8'Glazing Bead PVC NO CHANGES THIS SHEET.
FRAME 7 720135 1"Glazing Bead PVC
74 BackbetWing,GE 7700 Or Dow 791 Silicone
ASSEMBLY DETAILS 7 78 716ON Setting Block(7/8"x 1"x 11a"),65+/-5 duro. EPDM z
. i .
1 ``1111till,,�,
1070 TECHNOLOGY DRIVE `�� ".�. 11cFru !!�
N.VENICE,FL 34275
NOTES: (941)480-1600 Z* No.56705
1)SOME PARTS NOT SHOWN FOR CLARITY.
Part0 Dosaripdon Material 2)J.CHANNELFRAME SHOWN,PART 01.OTHER COPYMCHT02017 PGT WUISTRES.ING
80 KOmmerling 43G TPS S r FRAME TYPES APPLY. CERT.OF RUTH.#28286 ALL RIGHTS RESERVED ,�
i System 3)ITEMS 0 B-73,75-77&79 ARE NOT USED AND ARE :�,�'• ST TE F" 'lV�;
81 Quanex Super Spacer nXf with Hot Melt Butyl See thte NOT PART OF THIS APPROVAL. VINYL FIXED WINDOW NOA(LM&SM) 919114
Sheat for 4)ENERGI PVC TO BE LABELED FOR AAMA 'ass`• """ �C>'��`
82 Quansx Duraseal Spacer Materials EXTRUDER CODE. BOM&ASSEMBLY m J ROSOWSKI '�i, L
83 I+erdlnal Edge Spacer A LYNN MILLER,P.E.
F TES RT : -8717.8968 897 PW-5520 NTS N 11 OF 11 z MD-5520.0 B P.ENb87O6 I.
1