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MIAMI-DARE _ MIAMI-DADE COUNTY
9 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street;Room 208
BOARD AND CODE ADMINISTRATION DIVISION RECEIVED T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE O www.miamidade.2ov/economy
PGT Industries,Inc. JUN 2 6 ',"019
1070 Technology Drive
North Venice,FL 34275 ST. 4.LI&R cQ1-,n�Y,.permitting
SCOPE:
This.NDA 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-5520 Vinyl"PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through l i 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.
0 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
LU 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
LL 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
MIAgg{MI DARE COUNTY Expiration Date: April 30 2020
Approval Date: October 26,2017
1011-7/17 Page 1
PGT Industries;Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA 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, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(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 Idalmis Ortega,P.E.
(Submitted under NOA No. 14-093 0.25)
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).
Manuel P rez, E.
Product Control xa iner,
NOA No. 17--0614.09
Expiration Date: April 30,2020
Approval Date: October 26,2017
" E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for thein
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
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. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/18.
4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration.Solutions USA,
Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 0.4/16/20.
5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Perf6rmance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 09/15/16, expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5111 Edition(2014) and'FBC
611 Edition(2017), dated August 29,2017,issued by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E.
Supervisor,Product Control Section.
(Submitted under NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0629.12)
G. OTHERS
1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc..for their Series .
"PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring
on 04/30/20.
Manuel"_ z,P.E.
Product C,Dntrqpaminer
NOA No. 7-0614.09
Expiration Date: April 30,2020 .
Approval Date: October 26,2017
E-2
GENERAL NOTES:SERIES 5520 IMPACT RAnNo DESIGN PRESSURE RATING
IMPACT RESISTANT VINYL FIXED WINDOW LARG688MALLMISSOE VARIES PER GLASS IS.SEE
IMPACT RESISTANT TABLES 4-13,SHEETS 640
1)THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WDH THE REQUIREMENTS OF
THE FLORIDA BUILDING COOS,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(KVHZ. MAX.BUCK WIDTH SEE TABLES 4-13 MAX,BUCK WIDTH SEE TABLES FB
(SHORT OR LONG SIDE) (SHORT OR LONG SIDE)
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. I�MAX.O.C.SEE 125'MAX
FOR INSULATED GLASS INSTALLATIONS ABOVE 30 IN THE HVHZ,THE OUTBOARD B.SEES - I- -I TABLES 4-13 r 6*MAXD.SEES --.I I�MAX.O.C.SEE TABLES 4-9
LRE(CAP)MUSTTEMPEREO. SHEETS - SHEET4 I - PROIXICTRBVISTD
FhW
3)FORMASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMFDADE COUNTY
APPROVEDMASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE TT I A—, Ib 4•QI.T
SOUTHERN PINE•ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE } VISIBLE Eapz.,im D.tle j
ANCHOR TYPE. LIGHT WIDTH I MAX,BUCK LIGHT WIDTH
HEIGHT,SEE B1•
4)ALL WOOD BUCKS LESS THAN/-12'THICK ARETO BE CONSIDERED IX INSTALLATIONS. r_ T�LESO13 r m DeloP d-
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD
BUCKSDEPICTED AS 2X ARE1.1I2'THICK OR GREATER.1XAND ZXBUCKS(WHEN USED) I / SHORT SIDE) I / , JR-O6lOfV17-UPDATE
D
SHALLBE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK VISIBLE VISIBLE ANCHORAGE TO FBG 2017,
DESIGN AND INSTALLATION IS THE RESPONSIBILTTYOFTHE ENGINEER.(EOR)OR / C -
ARCHITECTOFRECORD,(AOR} A. I LIGHT A.SEE I LIGHT C,SEE 5
HEIGHT SHEET3 HEIGHT SHEET
5)ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR
STUCCO.USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION I / I / ���
ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLASHING STRATEGY FOR WATER HEIGHT,SEE
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE LONG OR
MAIC O.C. (LONG y
SCOPE OF THESE INSTRUCTIONS. SEE TABLES I � -T I � � ,
4-13 . _1}
MAXO.C. SNORT SIDE)
- tO' G
6)MAX.1/4`SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT T SEE B W 3
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED 1 TABLES (� C
LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 4-9 �N g alo0 0 c
IMPOSED ON THEM BY THE WINDOW. v
8 -- S'MAX D-1 125`MAX
7)DESIGN PREssUREs: TYP.EQUAL-LEGlBOX& TYP.INTEGRAL FIN 6 J-CHANNEL Zig
A.NEGATIANALYSISVE DESIGN LOADS BASED ON STRUCTURALICYCLETEST PRESSl1RE.FRAIL¢ FLANGE FRAME(90a CORNERS) FRAME(90°CORNERS) x uj R"
B.PosrrrvE oeslGv
DESIGN Lonos easEo ory WATER PRESSURE,srRGc]uRAcrcLETEGr (ANCHORED THROUGH NAIL FIN)
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1.26'MAX I-Z'Q �� ypl,
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASO. •S'MAX-� I-+- 1D
>$ O
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6'-MAX. �Z.. Q Q LL
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1/3%STRESS INCREASE MA% O ] C
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1,6 LOAD DURATION FACTOR - O.C. Z W �-
WASUSEDFOR THE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO SEMS TABLES M(SEE SEE J
CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEETTHE REQUIREMENTS OF THE 4.13 TABLES 4-1 - r T�� �gv O W 7._-
LES
wai
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 1 ¢g ® F Z W
_ F
B)METAL SUBSTRATE TO MEET MW.STRENGTH AND THICKNESS REOUIREMENTS PER MAX O.C. - 3: '� Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / VISIBLE SEE41ABLES / VISIBLE O = a,
JURISDICTION. LIGHT X c
10)REFERENCES:TEST RE PORTS FTL-7697:ELCO ULTRACON NOA;ELOO CRETEFLEX NOAC HEIGHT HEIGHT LIGHTO LL v
ELCO AGGRE-GATOR NOA:ENERGI WINDOWAND DOOR PROFILES.LTD WHITER 1 MAX BUCK v
BRONZEAJGHTERSHADES OF CAP COATED PVC EXTRUSION MOMS;NATIONAL DESIGN MAX•BUCK / HEIGHT,SEE O W 3
SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAFBPANDS&ALIAONUM DESIGN MANUAL HEIGHT,SEE TPBIF54-9 5 Uc O
TABLES 4B (LONG OR
11)TVB'=.090-TROSIFOL®PVB BY KURARAY AMERICA INC. VISIBLE CWN30RVISIBLE SHORT SIDE)
LIGHT WIDTH SHORTSIDE) GHTWIDTH 1`50'=.OBO'SENTRYGUS®INTERLAYER BY KURARAYAMERICA WC. LYL OCENGENERAL NOTES..................._....1 VISIBLE LIGHT FORMULAS TELEVATIONS...._._.......�._.___.1 WIDTH;BUCKWIDTH-43316' --.. 5•MAX 1.25 J -O.O.SEE TABLE54-B r 1.25MAX. 316,66705
FRAME.GLASS BANCHOR I MAX 11.1 HEIGHT:BUCK HEIGHT-4.3116' I� MAXOPf10NS.....�......_��___2 9EE TABLES 4-13INSTALLATION.FLPNGEfl CODES I STANDARDS USED: MAX BUCK WIDTHSEETABLES4-13 IDTH SEE TABLES 4-9EQUAL LEO._....____..___3 .2017 FLORIDA BUILDING CODE(FRC),6TH EDITION (SHORTORLONGSIDE) T OR LONG SIDE) - ��'.
INSTALUTON,INTEGRALFINB .2014 FLORIDABUBDINGCODE(FBC),5THEDTIION TYP.INTEGRAL FIN
�O,p
JCHANNEL.........................4 .ASTM E7300-09 TYP.EQUAL-LEG/BOX&
GLAZING DETAILs........._.__�5 °ANSVAFB UO'09 015 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED J-CHANNEL FRAME(CU RVEDOR '��ss�•�Oi?!��•'N�j�
DESIGN PRE—RES...._.._.._.._B-10 .ALUMINUM DESIGN MANUAL.ADM-2015 OR ANGLED CORNERS) ANGLED CORNERS) /,�O►�/At.E I.
BOM B ASSEMBLY.................._11 .AISI SIDD-12 _ (ANCHORED THROUGH NAIL FIN) /1111IILLL111 .
.AISC 360-10 A LYNN MILLER P.E.
I'
TABLE is
. k
Table 'A'=ANNEALED WINDOW FRAMES MAY BEANY OF THOSE SHOWN BELOW:
Description A 91'=HEAT STRENGTHENED
T=TEMPERED
7/9"Laminated LG.:118•A Exterior Cap+7116'Air Space+5119"Laminated;(2)Utes of 118'A Glue With.090'PVB Irdedoyer4 •PVB•.090'TROSIFOL®718'Laminated I.G.:VS'T Exterior Cap+7116'Air Space+5116•Laminated;(2)Lite of 1/9"A Glass Wth.090'PVB Imedayer 5 PVB BY KU7/8'Laminated LG.:3110'A Extrior Cap+318'Air Space+5119"Laminated;(2)Litu of 118'A Glass With.097 PVB Inted er 8 AMERICA IND. Box AL.aY 5G=.OBO'SENTRVOLAS49 EOVAL718'Laminated LG:3/16'T Exterior Cap+318'Air Space+5116'Laminated;(2)Ltes of 118'A Glass YMh.09('PVB Interlayer 6 WERLAYER BY KURARAY FLANGE LEG
V Laminated I.G.:118*T Exterior Cap+7/16'Air Space+7116'Laminated;(2)Lees of 3116'A Glass wxh.090'PVB Intedayer 7 AMERICA INC.
12 111m Laminated LG.:3119"A Extedor Cap+318'Air Space+7/19'Laminated;(2)Utes of 3116'A Glace with.090'PVB Interlayer 8
13 1'Laminated I.G.:3119"T Extedm Cap+31B'Air Space+7118'Laminated;(2)Liles 013116•A Glue with.D97 PVB Interlayer 9
14 1'Laminated LG.:3116•A Exterior Cap+3/B'Air Space+7116'Laminated;(2)Lutes of 3x16'A Glass with.OBD'SG Interlayer 10 .
15 1'laminated I.G.:3116"T Exterior Cap+318-Air Space+7/16'Laminated;(2)Liles of 3x16'A Glass with.090'SG Medayer 11 GLASS TYPE:14 THROUGH -
16 1'Laminated I.G.:116'T Exterior Cap+7/16•Air Space+7/19"Laminated;(2)Lite of 3116'H Glass With.OW SG Intedayer 12 'iT MAY NOT BE USED VU H 0
17 11 Laminated I.G.:3116'T Exterior Cap+SIB'qtr Space+7/16'Laminated;(2)Liles 013118'H Glave will
J-CHANNEL OR INTEGRAL
.090'SG Interlayer 13 •FIN FRAMES. JCHAN NEL INTEGRAL
PL� FIN
TABLE 2•ANCHORS INSTALLEDTHROUGH FRAME
Group Anchor Substrate Min'Edge Min' OF"'aDMstanes Embedla - BEYOND THE METAL
DUlhem Pine( = 6 SUBSTRATE.
010SMS Steel,A36• &8' 0.057
(Steel,18-8 3.3. 'UN LES MA D CMU'
Sled Stud,A853 Gr.33' 316' 0.0457'(18 Ga) VALUE:MAYBE
A or410 S.S.) Aluminum,6063T5' 318 0.057 USED FOR GRO
P.T.Southern Pine(SG=0.55) 7118' 13/9" CMU APPLICATIONS.
31161sleel UltGuXn Concrete(min.2.85 kap 1' 1319" ,
Ungrouled CMU,(ASTM G90) 2-1/2' 1-1114'
#12 SMS P.T.Southern Pirie(SG=0.55) 9/16• 13/8' ALLARD ITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INA BLOCK(SEE EXAMPLES
(Steel,18-8 3.5. Steel,A35- 318' 0.050' BELOW).AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10.
or410 S.S.) Steel Stud,A653 Gr.33' 318' 0.0451'(18 GaJ LONG _, LONG LONG SHORT
Aluminum,6063.75' 318' 0.063' 1- SIDE - ♦• SIDE - IF SIDE-•-I --I SIDE i -
1/a'steel Ultmaon P.T.Southern Pine(8G=0.55) 1' 1318' r--- - 7111 T J T
1/a•steel CroteCex P.T.Southern Pine(SG=0.55) 1• 13/e' I I ®ew:,Phma a+u'1b.P1ukl.
P.T.Southam Pine(SG=0.55)
y B�9 Cont
1/4'alae!AggreGetor 1' 1318' wG,I
Concrete(min.2.85 kap 1' 1314' I F`v119 D°`
114'steel UBracon 9
0 UrgroltedCMU,(ASTM.0-90) 2-V2' 1-1/4' 1 1
LONG
nce1 --LO-NG- LONG LONG- I
LONG
1.1SIDE :IDE 510E SIDE SIDE
11O1 Q
M!
35
j35 kap '-1/4'sel C.I.Ix Corte(min3
1/4'ofeel UltrConcrete(min.285 kap 2.1/2 134' TIlr - NO CHANGES THIS SHEET.
Concmte(Min.335 ks1) 2.112• 134
1/4'steel C1ete5e .D urgrou(ed CMU.(ASTM C-90) 2-111 1-1/4
Concretemin.3.275 kat 1-V2
1/41 steel Aggre-Gator Grouted CMU,(ASTM 080) r r LJ L
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN -
Ulm Edge Min. 771711 urn qq .
Group Anchor subdrwte Distance Fmbkdmerlr 7`7 NY LYNN
Off.
1070 TECHNOLOGY DRIVEE2-111x.131•CommonNati P.T.Soulhem Puna(SG-.55) 318 2.7117 2.111 fSrlgehenk ITcoing Nati P.T.Soultertl Piro(SG�.55) 317 2-7117 Neleli.l Mh F• Mh F, N.VENICE,FL 34275P.T.Soulhsm Fire(SG=.55) 12• 1319" SteelScw 92 td 120 ks1 (941}480-1600 _* No.58705N70 Tru ahead SM9 AIDnJnum,0063•TV 318' 0.050' 108 a- BD kd 951,0 COPYPoOM 01017 PGT INDl61RIE5.INC. '
(ea4 0 S..) Sted 814 Gr.33' 3'8' 0.0751'(18 Ga) ll0screw 90 U1 710 Asn CERT.OF AUTM.029188 ALL RIGHTS RF.SERJED ��4'
cr x103.3.) Ek:o r .tor 57 kg ger Mai �p0'•.• A
E Steel,A39• 318' 0.057 •MIN.OF 3 Elm UOr4Ca� 1SSkg 177 ksl .•r/
P.T SOIMem Piro(sG=.s5 Br19" 13'8' TNREADs ti VINYL FIXED WINDOW NDA(LMBSM) 'g` 919/14 % ''• A7 �''
410 SS am"&FIM9 127.4 ksl 10.47 ksi ' 7S'••• O�•'•C'
(steal,188 S.s. Aluminen,6083.76' yg' 0'oar T'HE�O A]B SIS 38 ktl Sys I�51 g GLASS/ANCHORS/FRAME OPTIONS m JROSOWSKI �'�1S�ONAL17
Steri Stux1,Gr.33' WE 0.057 °
1x 410 S.S.) METAL Gr.33 SIetl Stud 33 ks1 45 ks1 ^s u •• ori - A.LYNNMILLERP.E
Steel,A39' 317 0.050• SUBSTRATE. PW-5520 „ NTS11 20F11 z MD-5520.0 e B P.ED 50705
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/CMU. BUCKSTRIP INTO CONCRETE/CMU.
SEE NOTE 2,THIS SHEET.
OPTION I EMBEDMENT EMBEDMENT
ANCHOREDTHROUGH 114•MAX.
FPAMEINT02XWOOD —►h EDGE DISTANCE I�SHIM 114'SHIM
FRAME OR BUCKSTRIP. I 2 4 SHIM
SEE NOTE 2,TNI.SHEET. EDGE EDGE
a EMBEDMENT DISTANCE 5 Q 'DISTANCE
FLANGE
FRAME
SHOWN
c �tld•MA%. TYP.PNCHORENTAN.TYPE 1•TNICK I.Q 9 EMTYPMENTO E•
DOE
2 SHIM EMBEDMDISTANCE P R -EDGE DISTANCE PET
TYP.ANCHOR TYPE. SUBSTRATE. C� SUBSTRATE,SEE
EMBEDMENT ANO SEE TABLE 2,SHEET 2. I�I TABLE 2,SHEET 2.
8 a ^ EDGE DISTANCE PER _ :e I I
III SUBSTRATE,SEE ��..JI
5 TABLE 2,SHEET 2. Op I 7!B•THICK I.G. ❑
FLANGE EXTERIOR I -VISIBLE UGHTWIDTH T
FRAME EQUAL- .
�T'I7 LEGlBO%
NOTES: SHOWN FRAME
7/B•THICK I.G, BUCK WIDTH
1)USE ONLV.UBSTRATE•APPROPRIATE ANCHORS SHOWN
LISTED ON TABLE 2,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 COMPLIANTALUMINWWSTEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES SHEET 2.
PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS THAN '
MAX
BUCK VISIBLE 7.12•THICK ARE TO BE CONSIDERED IX 7/4'SHIM
LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF
HEIGHT HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE-WOOD p100R0125TEEL --�{ 7!4•MAX.SHIM
BUCKS DEPICTED AS 2X ARE I-VC THICK OR SMS(GSHEEE
GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE TABLE 2.SHEETL
DESIGNED TO PROPERLY TRANSFER LOADS TO THE �1 PROOUCfREVISFD
PIYb1de W) .•
STRUCTURE.VIS THEBUCK RESPONSIBILITY
AND Building Code
INSTALLATION IS THE RE.PONSIBILITY OF THE Acapl®ae Not •0 -6
ENGINEER ORARCHITECTOF RECORD. ifoo Drte
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �I�I �Q BY
TO AS DAYLIGHT OPENING)IS MEASURED FROM U mi ml ode P�odoa
1'THICKI.G. BEAD'NOTOBEADING. FLANO'E O EQUAL
FRAME EGIBOe NO CHANGES THISSHEET.
SH01YN
TYP.ANCHORTYPE, SHOWN o
EXTERIOR EMBEDMENTAND O❑ EXTERIOR 0 _
I I EDGEDISTPNCEPER �1,
a �=-x
o LJ suBSTRATE,SEE INSTALLATION vv INSTALLATION
TABLE 2,SNEET 2.
E • OPTION 4 OPTION 4
� ANCHORED THROUGH FRARE INTO METAL ANCHORED THROUGH FRAME INTO METAL 711711 I I!I I IIYI-
SHOWN w4•MAx.swLY
M 77 ON....•Niy '.,,
1070 TECHNOLOGY DRIVE
Y
N.VENICE,FL 34275 -
(941)-480-I600 * w,5e705 �''
- EMBEDMENT ® _ •:*-
COPYwGHTOMIT PGT110U ES.IC. --�
e. VISIBLE LIGHTFORMULAS clsTr.oPAun1.g202B8 ALLwcHrsrrESERvm
INSTALLATION vnoTH:BucKvulorH-flans Y '�••'• �A .��.
OPTION2 HEIGHT:BUCK HEIGHT-4-118'
VINYL FIXED g 919174
ANCHORED TMROUGN EDGE DISTANCE is•/�ORIDA,NG`��`
FLANGE&EQUAL-LEGIBOX FRAMES ;m* J ROSOWSKI S OVAL E 777
FRAME DIRECTLY INTO x m 11111 I 1111117
DONCRETElCMU. VERTICAL SECTION B-B _ ALYNNM MMU
ER NTS B P.5ER,PE
Omm
3OF11 Xg MD-5520.0 s MMU
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
V4•MAX SIGM ANCHOREDTHROUGHIM'MAX SHIM
ANCHORED THROUGH INTEGRAL FIN
INSTALLATION OPTION EMBEDMENT FRAME'INTO
2XWOOD INTO 2X WOOD FRAME ORSUCKSTRIP. Imo—EDGEDISTANCE
ANCHORED THROUGH FRAME OR BUCKSTMP.SEE
SEE NOTE 2.7X15 SHEET.
INTEGRAL FIN INTO 2XWOOD 1..EMBEDMENT a NOTE 2,TIUSSHEFT,
FRAME OR BUCKSTRIP.SEE I
NOTE 2.THIS SHEET. EDGE1,
FRAME 3
A
EDGE DISTANCE DISTANCE ^
J M (]
u S
F1
SHOWN O 1
O TT EMBEDMENT
1 `1/4'MNL SHIM TVP.ANCMORT PE. 7'THICK I.G.
EMBEDMENT ANO �.
TYP.ANCHORTYPE, EDGE DISTANCE PER
EMBEDMENT ANDEDGE SUBSTRATE,SEE
8 OISTANCEPERSUBSTRATE, TABLE2,SHEET2. �I II I INTEO"AL nT•^NC+ORTYPE•
a SEE TABLE 3,SHEET 2. (SCREW SHOWN) I r I FIN EMBEDMENTANDEDGE
S AVAIL SHOWN) OD 7/6•THICKI.G. I o FRAME OIBTANCE PER SUBSTRATE,
'i-CHANNEL EXTERIOR I-. VISIBIELIGHTWIDTH — yo O7 SHOWN SEETABLESHOWN) 2.
FRAME n_
7/8'THICK UL NOTES: SHOWN V '
BUCK WIDTH '
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2 63,SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEO_SfUD.
BE USED ON ANY SIDE OF THE WINDOW, MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2s35HEET2
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS
BUCK VISIBLE THAN 1-17 THICK ARE TO BE CONSIDERED IX
LIGHT INSTALLATIONS 1X WOOD BUCKS ARE OPTIONAL
HEIGHT HEIGHT IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE 1/4'MAX SHIM 01GORY72STEEL 1/1'MAX
WOOD BUCKS DEPICTED AS 2XARE 1.1R•THICK SMS(G5Z SEE SHIM
OR GREATER.IXAND 2X BUCKS(WHEN USED) TABLES283,
SHALL HE DESIGNEDTO PROPERLYTRANSFER SHEET2. U PRODUCT N!v15®
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN v tromWY1A2'"`�W^FIuhM
AND INSTALLATION IS THE RESPONSIBILITY OF Hw1d'm3 C,&THE ENGINEER OR ARCHITECT OF RECORD. O Aaepiwm Nb! OQ�
• .-P N. Col
"
REFERRED
LIGHT WIDTH GRHEIGHT ING)IS
REFERRED TORS BEADING TO
1_5 A• p� °��
7•THICK I.G. MEASURED FROM BEADING TO BEADING.
I� AND/ORFIN
FLANGEANGEMMAV BE =CIMGE8IS SHEET.REMOVEDINFIELDINTEGRALFIN EXTERIOREXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN3 AND EDGE 0I STANCE PERSUBSTRATE,SEE TABLE 3,SHEETZ INSTALLATION OPTION 7 INSTALLATION OPTION 8
INTEL � (SCREW SHOWN) INSTALLATIONL.ROUTA THE.SHEET .FlN, INSTALLATION THROUGH THE FRAM1
INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL.SEE TABLE 2,SHEET 2.
114-MAX `1111111111/ /
SHOWN SHIM 1070 TECHNOLOGY DRIVE ONV�YNN,1f•�
INSTALLATION N.VENICE,FL 34275 ;t1
OPTION 5 EDGE (941}480-1600 :�.r No.58705
DISTANCE
ANCHORED THROUGH ® COPYRIGALL MGT RESE G3TRIE5.iNC.
INTEGRAL FIN INT02% . CERT.OF AUTH.71Z1DBB ALL WGHT9 RESERVED 1Y
WOOD FRAME OR VISIBLE LIGHT FORMULAS =A0'. �:'4-
,7,71 ,
BUCKSTRIP.SEE NOTE 2, WIDTH:BUCKWIDTH-"IW VINYL FIXED WINDOW NOA(LMBSM) g 9!9!14 %;�'••'2ORION `�•���
THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-F311B' - �ss�'•...-..••aG`
RTICAL SECTION D-D g J-CHANNEL 81NTEORAL FIN FRAMES J ROSOWSKI
VE
PIN 520 NTS 40F 11 oz M0.5520.0e. B ALVP�M SPE
-+{ 7I8'NO7/8" 7/8'NOM 7/8'NOM
5116'AIA PVB I 5/16"AIA PVB I I 5116"A/A PVB—I 5/18'A/A PVB '
7/16'AIR SPACE 7/16'AIR SPACE 3/8"AIR SPACE— 3/8'AIR SPACE PROOUCr PZV1STD
1/8'A GLASS 1/8'T GLASS 3118'A GLASS 3/16"T GLASS =••drive 1rUb ma Ftwkb
Bidlftg Lbde
G]EXTERIOR G]EXTERIOR aEXTERIOR aEXTEf00R Elpml mNo
Expiration Date
By
60-83 80-83 8063 8063 M' F1ndm
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET.
e
�•�-VNVN M.-�{ I+7'NOM.�•{ I+1"NOM.
I I I I 1 I I Y x
7116'A/A PVB 7/16"AA PVB 7116'AIA PVB 7/18'AIA SG
7/16'AIRSPACE 3/B"AIRSPACE 3/8'AIR SPACE 3/8'AIR SPACE '3 N
T�N °iW � N
1/81'r GLASS 3116"A GLASS 3116'T GLASS % 3116"A GLASS O
aEXTERIOR a EXTERIOR a EXTERIOR a EXTE(UDR • z
Uwe o@
0083 80-83 8083 8063 �_� �� Tp 'O.1
as �
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a LL
0 0
z
O TM,
1'NOM.-�•{ Imo-1'NOM.+{ Imo-1'NOM.+{ ® 3 Q .2
f I I I I BY LU W
Munni D� W p °I"a
7/16'AIA SG 7116'H1H SG 7/16'HM SG EXTERIOR LL Z.
3/8'AIR SPACE 7/16"AIRSPACE 3/8"AIRSPACE
3/16"T GLASS 118'T GLASS 3116"T GLASS BD83 BrrE TYR S cD
, ID—ERIOR aXTEma aEXTERIOR "gym'°aa0 saw
6 7 74
``711111 III IITa'
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 70 Hi
'A'•ANNEALED .. .�_. '.��,�••.• 8T TE
'H'=HEATSTRENMENED GLASS TYPES I4 THRWGH i •.,F(pRIDP,.
T.TEMPERED I17MAYNOTBEUSEOWITH ' S
'PVB'-.09VTROSIFOLV • JLHANNEL OR INTEGRAL TYP.GLAZING DETAIL
PVB BY KURARAY AMERICA INC. FIN FRAMES T 11l 1 1 1 111117
5G'=.090'SENTRYGLAS® A.LYNN MILLER,PE
INTERLAYER BY KURARAY AMERICA INC. P.F 058105
shml slat 0)
short Sloe 8n) �
3 f
e$ szNsmN
♦ ♦ 1 4 ♦ i i i i . n
D O 0
a, $
$ $ $ $$ $$ $$ $ $Z � I $ $$ $ $$ $ & $ $ $ $ $,
W �m
f f O� q i i ♦ i i i ♦ +
A $ S $ d& T�6�g�3 p $ $$$ $$ & A $ $>���m
0
nz Mpg �
♦ + a
� e� ng `gbv bo $ $$ x $$ 5$0
12
r mT
oyP aS qo g _ yCoz
Rix> « JCN P O KpN
P EO
o y zOU
�� Fri � Ai m
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O. O
yyA A
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oP -� NO
2 I y mic
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mFE�!�
ZO r
F Revis�an: '
Oa * 1070 TECHNOLOGY DRIVE £S o
. `�� �'T'; N.VENICE.FL 34275 O
t ��: O = (941}-480.1600
t Z=D:9 ^ m r COW GWQ201�PGTIND11 MES•IRO. O S E
s-r o '1 y:__ .CERT.OF AUTH.X28286 AL.RIGF SRESSR
& -;2'•..�1 y�; e VNYL FIXED WINDOW NOA(LMBSM) 8 9/9114 .
DESIGN PRESSURE TABLES A e J ROSOWSKI r
'rrrrr r111�"` 'c PWFR7n P NTS' 11SOF11 19d MD-557(1.0 Ill R
TABLE 6:
Window Design Pressure,(+1-psQ Lsewslen.
3/16"A Cap-Airspace-5116'AlAwlth PVB IaGim 9&10
3116"T Cap-Airsace-5116'A/AwhhPVB 1 pm:
TABLE DIMENSIONS MAY BE
Window Lal9 Side(m) ORIENTED VERTICALLY OR
Dimensiau 60.908 64 68 68 TD 74 77 8084 87 92 97 99 HORIZONTALLYAS SHOWN.
32 +150 +150 +1.50 +1.60 +150 4150 +ISO +/-SO +1.50 +/50 +1-50 .150 4150 LONG PRODUCrmism
34 4150 0.50 +1.50 4150 4150 +l-50 +ISO +/-50 +/•W +1.60 +ISO +/SO HSO SIDE
�-LONO SIDE Dui:dm�OodP
38 +150 +150 +!•50 HSO +150 41.60 +1.60 41.60 +1-60 +150 4150 415D +ISO AseP 4°No I 01.
38 .+ISD +1.60 +/50 4150 +ISO . 4150 4150 +R50 +1.60 +ISO +150 41- E.tl.Drdn
SHORT
40 0.63 4150 +/50 +150 +/-ED +/-SD +ISO +1-60 +1.60 +150 +1.50 SIDE gl,
42 +150 +150 +150 +150 +1.60 +150 +150 +/-50 +15D +l•50 L SHORT 'S
SIDE
44 +15D 4/50 0-60 +150 +150 +15) +150 +1-50 1 +1.60 NO CHANGES THIS$EET.
48 4150 +ISO +150 4150 +IS0 +150 +150 +1-60
48 +150 +ISO +/50 4/-50 +/-50 +1.50 4150 °
so +1{0 +150 +1-60 4150 NSD +150 �-LONG SIDE T
62 +150 +150 +150 41-SO +150 MVL0.GSPAONGIFAN010RING L Vf.O.GSPAONGIFANCHORING
THROUGH
60 +150 +150 +/50 +/50 THEFRAMEPERSNFFIS 3&4 111ROUGIITHEINTEGMLFINPERSHEET4 SHORT
SIDE 9 DE
ES +150 +150 +150 NG
APDUE5700.TABLE DANOIORS APPUE ISE
EORFANCHORS
(SEE TABLE]) iSEETAelF 3)
68 +150 +150 75' 35'FOREANCHOM 4-FOR FANOIORS �?
60.9 +150 p w O o
SHORT O Q
TABLE 7: 610E QLL S 9 C3
Window DeslgnPressure,(+/-pA D'e0d1M5r =ui a.
118"TCap-Alrspace-7116'A/Awith PVB arrG.FFype: 71 z .t3e� vi a '•n
W aldoM Long Sloe On) o lu a sA
Olmen4ioro 60.926 6469 68 70 74 77 80 84 87 92 97 99
32 41.70 41-70 +PTO +1.70 +1.70 41-70 +}70 W-70 .1-70 +/•70 +1.70 41.70 +/-70 � �O M .O.
34 +/-70 4/-70 +/-70 4l-70 +1-70 +1-70 +1-70 +1.70 +/-70 +1.70 4/40 +170 +1.70 Z Q n
36 41.70 +1-70 +/-70 +1.70 +1.70 +/-70 +WO +/•70 +/•70 +/-70 +/-70 41.70 +1.70 - O
38 +1.70 +l-70 +1-70 +/-70 4170 +1-70 +1-70 +/-70 +1.70 +/-70 +1-70 +/-70 ® g = W N
40 4}70 +/-70 +/•70 +1-70 +1-70 +/•70 +}70 +/-70 +/70 +/-70 41.70 k 3 Q) F-
42 .+/•70 +/-70 4170 +1-70 +/-70 +/-70 +1-70 +!•70 +l-70 +/•70 - OpWp w oZa
p 44 +1-70 W-TO 0.70 +170 .170 W-70 41.70 +/-TO +/-70 o X R cI
N
sy 46 ./-70 +/-70 +/-TO +1.70 +1.70 41.70 41-70 +1.70 r W ,� v'
1-e +1.70 +1-70 +1.70 +1-70 0-70 +1-70 41•70 w 3
50 +1.70 +/•70, +1-70 +1-70 +/-70 +1.70
52 41•70 41.70 +170 +1-70 +1.70 MAX 0.G SPAONGIFANOIORING MAK.0.G SPAONG9ANCf10RING c6N'xe0 cow
64' 0.70 41-70 +1.70 +1-70 THPOUGHTHE FiNME PERSHEEi5.364 TW000HTKEINFEGRALR PERSNEET4
56 +170 +1-70 +1.70 APPUESTD9,CORDANOIORS APPUE:TOFMCHOFS ONY LYMN�Fi�
(SEETABIE 2) (SEETABIE3)
NOTES: �` ,��:'•••EN,F ���'
6B +I-70 H-70 359 4' 1)BUCK DIMENSIONS SHOWN.
61926 +/•70
2)FOR SITES NOT SHOWN,ROUND UP TO THE =*: N0.58705
NEXT AVAILABLE SHORT OR LONG DIMENSION. :/�) •:
O: l � ' _
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 'p Simi.
T/E� �z
FINOTHE SMALLEST SQUARE WINDOW SIZE IN '�
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL SA F ��
� •'�(ORIOP„•'•����
WINDOW WILL COMPLETELY FIT WIT/IIN.
"�SS7•0"••••cNG,
7NALE;` �,
A LYNN MILLER,P.E.
P.EJ 56765
TABLE 9:
Window Design Pressure,(+1-psf) u;ead.Md.
la Gass 12
3/16'A Cap-Airspace-7116'A!A with PVB Ttv-:
W Oypn Long Sid.(M) TABLE DIMENSIONS MAY 13
Olin Its 69,649 71 73 75 70 .80 a6 BB B9 92 96 99 ORIENTED VERTICALLY OR
32 +1-70 +1.70 +1.70 +1.70 +l-70 */-70 +1.70 +/-70 +/-70 +1-70 +1-70 +1.70 HORIZONTALLY AS SHOWN.
34 +h70 +1.70 +h70 +1.70 +/-70 +1.70 +1-70 +/-70 +l-TO +1-70 +1.70 W-70 LONG PRODUCTREMEO
36 +1-70 *h70 +F70 +/-70 +1.70 M-70 +1•70 +/-70 ./-70 +1.70 +1.70 +1-70 SIDE uu+drlN:wriWdwFiviN
F--LONOSIDE �' e�mglc.x) •D614.oq
>s r1-70 +h70 +1.70 i!-TO +I.70 +l-TO r/-70 17.70 +1-70 11.70 +1-70 +1.70v 20ED
40 11-70 +/70 +/-70 y-70 al•70 +!•TO of-70 i/•70 +/•70 M-70 +1.70 i/-70 Eipirenoe Dxe
42 +/•70 +1-70 +/•70 +/•70 4/•70 +1-70 +/70 +/•70 +/-70 +1•70 +/iA8 il•6fi.7 SHORT By,
li
SIDE Mi Dec Rodntl
44 +1-70 +F70 +1.70 r/-70 r/-70 +/-70 +/-70 i/•70 a/-TO +/E9.9 +1•66.1 +1E37 SHORT
46 4F70 +1-70 +1-70 +1•7D +1-70 +1-70 +1•70 +/-70 i/699 4/•67.4 +163.9 +/b1.7 L SIDE
NO CHANGES THIS SHEET.
48 a/•70 +1-70 +1-70 +)•70 +/-70 +I-70 470 M•TO .+1-67.8 +1-653 -W. +I-a9.7_ -
$ 50 +1.70 +h70 +/•70 +/-70' ./-70 +/-70 4)69,6 +1.68.6 *1465,9 +1-3.4 +/-69.9
52 +/-70 +1-70 +h70 +1-70 41-70 a/-70 +137.8 4/-68.9 +1-42' +/-01.6 r-LONG SIDE -
y 54 +/-70 +/-70 +1-70 +/-70 M-70 +/-70 +/{£2 *)-S3 +/-26 T ,.
66 +1-70 a/-70 +1-70 +/-70 +/-70 +/-69.2 +/-64.7 +/-"a BHORT L' LONG
57 #70 .1-70 +1.70 +1.70 +169.8 +/-8.1 +1.64 SIDE /� SIDE Y ¢
60 +F70 .F70 .1.70 ./6A7 +/-7 4/653 -(- j m U) '•°I
62 +1-70 a/-70 6/-9.9 +/-7.9 +/•66.2 MUf•O.G SDAONGIFANOi�WNG MAX,O.8.SPAONG IF ANOiDRING O_'
1NNDUGHTHF FRAME PERSHEETS364 7HROUGHTHEINEGRALFIN PER SHFLT4 ❑ @ y Q
64 11-70 +1.70 +/-8.J +1613 AppUE5T0 B,CORDANOIURS APPUESTOFMC MS .>N Q °Im K
66 *I69.9 +1.68.9 +168.7 (SEETABIE 7) ISEE TABU:3) SHORT Oj
68 +1-8.4 *167.4 1S.S' 4' SIDE 0,o �m ,IB O
69.649 +167.1 Z"8 ^ m
UUd ua
T, ILI Z°3 co
Window Design Pressure,(+Apst) Ia4da11sa o�D� � Q 1
to Gari
13 z,ao. < y
3116'T Cap-Airspace-71161 A/A witll PVB Tragi:
hdimY Lang Side(in) o LJL00 LL
DVh'-I.n4 69,619 71 73 76 78 80 a6 a6 89 92 96 99 3 H o:
32 +/-70 +1-70 +/-70 M-70 +1.70 M-70 *1.70 +/-70 +/•70 W-70 +/-70" 'M-70 ®a po
34 +/•70 +PTO +1-70 +1.70 W-70 +1-70 +/-70 +1•70 .1.70 +1.70 +1-70 .+1-70 Z
3G +1.70 +1-70 +1-70 +1.70 +1.70 +/-70 41-70 +/-70 .1.70 +1-70 +1-70 W-TO 3 co) z
38 +1-70 +1.70 +/-70 +/•70 a/-70 +1-70 +1.70 +/-70 +1.70 +/-70 +1-70 +/-70 w cc °
11
.70 -70 -70 -70 •70 -7o .70 •70 a40 +/-70 +1.70 +1•70 41
42 +/-70 4FT0 +/-70 4/-70 W-70 +/-70 N-70 +/-7D +/-70 +1-70 +/•70 41-70 - LL z
44 +1--70 +1-70 +/-70 +/-70 +/-70 4/-70 +/-70 +/-70 +/-70 +1-70 +1.70 N•70 O Z W• 3
46 +1-70 4/•70 +1-70 W-70 N-70 +/•70 4/-70 +/•70 +/-70 +1-70 M-70 4/-696 > ❑ D•
48 +1-70 +/-70 +1.70 +1.70 +I-70 4/-70 W-70 W-70 .1-70 a/-70 +/Eaa 41-6.3
60 +1.70 4/-70 +1.70 +1.70 +l-70 W-70 a1-70 +/-70 .1-70 a/-70 +/658
1A 52 41.70 4/•70 +FTO +1.70 +/•70 +/•70 a/-70 +/-70 W-70 +1-61.6 .aCp1Y.YNN�i..
54 +/-70 +1-TO +/-70 +/-70 i/-70 +1.70 i/-70 4/•70 1!696 NOTES: .` '� '�10ENyF•;�����
- 1)BUCK DIMENSIONS SHOWN. • .�
56 +1.70` +PTO +1-70 +/•70 W-70 W-70 +1-70 +)-70 •:P
67 W-70 +1-70 +1•70 +/-70 +1-70 +1.70 W-70 2)FOR SIZES NOT SHOWN.ROUND Ug TO THE N1.58705
NEM AVAILABLE SHORT OR LONG DIMENSION - -� •:*-
60 i/•70 +/-70 4/-70 +!•70 H-70 +/-70 ^�i `
62 +1-70 +FTO +h70 W-70 W-70 MAI.O.G SPAONGn ANCHOPoNG M1N%.O.GSPAONG IFANOIORING 3)FOR ARCHITECTURAL WINDOWS(SEE SKEET 2). /`A ��
64 +1-70 +/-70 4/•70 M•70 7N ROUGHTNEFRAMEPERSHEET5364 TH0.0WHTNEINEGRIILFDI PER6HEE7q FIND THESMPLIEBT SQUARE WINDOW SIZE IN i��', ST TE F
THE TABLE(S)ABOVE WHICH THEARCHTIECTDRAL �` '�lE iiF:�•'���:
E6 M-70 +1-70 a/•70 APPUI110B•C ORDANOIORS APPUESTO FANOi0R5 WINDOW WILL COMPLETELY FTTWTTHIN. iSs•'•••••• G♦
88 +r-7o .F7o (SMTABIF2) ISEETABlE3I -
15 5' 3.9-
69.649 4F70 A LYNN MILLER,P.E.
P.FJ 66715
shoo SIM on) Short SIM on)
CI N + m m !"!u C�C �!'•y�OI m A+ i. V
010111'0
PC
♦ ♦ 4
+ t7.
MI VV + r 1.1 D d
It
Matti�� 'g
a N+IJ P m w O 9 + a tJ io w a a OI C
N T q P g$ o f 15 0 0 + °g P P a o F 9
a mmwv,m,o �n Hma. am ;, �oo
H H a w m a P J o f a 14 SH
0
m
m 0-� o0
��g T T oho
a �aa � g s
Og�A
��pyp 2w H Om
HAI
am
z oo mo mo
`\`�N rrq� es.am": -gym maxn z
Oyd * r 1070 TECHNOLOGY DRIVE
y�� ..........;9,y�•'� 1}N.VENICE,FL 34275 o
(9448x1600 0 Bg
n.<_ Rg. COPYRGHT02017 PGTINMTAIEG,WC w
y =r c g _:t= CERT.OF AUTT1.Y28286 u1 PoGHiG 1>FSERJEO m '� �. .
g m2 r ayi2 VINYL FIXED WINDOW NOA(LM&SM) 'g` 919114 y }
i^ '^.�'��LF •••••• 9j� � 8 DESIGN PRESSURE TABLES D J ROSOWSKI
',YrrrNrn lll��� 5 PW5570E NTS Pl 90F 11 1991 M11-5520.0 UR '
TABLE 12: '
WlndowDesign Pressure,(+1-psi) UmIli,U s TABLE DIMENSIONS MAY eE }
I0/Gass 16 ORIENTED VERTICALLY OR
116'TCap-Airspace-7/16'KHm(th SG T7p+ HORIZONTALLY AS SHOWN.
VWnd- Long Side On) LONG
odnenslom rO9267 64 66. 68 TO 74 77 60 114 87 92 97 99 SIDE -
32 +801-110 +801-110 +801.110 +801.110 +801.110 +801.110 +801-110 +801-110 +SW110 +801.110 +80%110 +801- LONG SIDE 6'
110 +80%110 r PRODUCTREVISFD
34 +801-110 +BW-110 +80/•110 +801-110 BW-110 +801.110 4801.110 +8w.Ilo +80'110 +801.110 +801-110 +801.110 +801-110 ,,,ply'vq- lheFbid]
36 +80'110 +801-110 +BO/-110 +BW-110 +801-110 +801.110 +0G-110 +80.110 +SOW-110 +80'710 +801-110 +801-110 +S0/-110' SHORT Ruildieg CoEe
810E AttePr•--N. •O
38 +801-110 +801-110 +80'110 +80/•110 +801.110 +801.110 +8.110 +8&-110 +601.110 +80/-110 +801-110 .+80/•110 SHORT E ixi.Drs O. gyp.
40 +60'110 4801.110 +80'110 1.801.110 4801.110 +801.110 +801-110 +801.110, +801.110 +801-110 4801.110 L SIDE BY
42 +801.110 +801.110 +m.110 +801-110 +801.110 +BO/-110 +=Ala +801.110 +80,-110 +80%110 1iu
E' M '+80/•110 +110'110 4801-110 +801.110 +80/-110 +80'110 480/-110 +801.110 +80'110 Aw
y 46 +801.110 4801.110 +80/•110 +80'110 +80'110 4B01.110 4801-110 +801.110 �-LONGSIDE-� NO CHANGES THIS SHEET.
�8 48 +801.110 +801.110 +80,.110 +601.110 +801.110 4801.110 +801-110 fr
�q 60 +80%110 +80'110 4801.110 +80/-110 +801.110 +80/-110 SHAT /p LONG
52 +801.110 +110%110 4801.110 +80%110 +801.110 MA)L O.0 SPAONGIFANOHORING MAX O.G SPAO NG IF ANCHORING SIDE SIDE
64 +110'110 +801.110 +801.110 +801410 THROUGH TIEFRAMEFDHSHEE13384 THR00017HEWTEGm FIN PERSHET:T4 L
56 +801110 +801.110 +80'110 APPUESTO B,CORDANOWRS
58 +80'110 +W-110 (SEETABIE2) NOTAPPUCABIE r5 ' Y 6
60.928 +801-110 SLE JIGLASSTYPES14 THROUGH US 'H
17 MAY NOT BE USED WTIH SHORT K
J-CHANNELOR INTEGRAL SIDE a a N• c
•FIN FRAMES. Y n .7 O c
TABLE 13: C)N 2 0:-
WlndowDeatgn Presaure,(4f-po U.thb UD
3/16'TCap•Airspace-7116"H/11 IAAth SG TTpn =ui a
VAndow Lag SWe(M) U U o O
Olmenclons 77.76 79 Bt 83 116 87 91 94 a6 99 104 107 111 Ila 120 125 136 144
35 +801.110 +801-110 +501-110 +801.110 +801.110 +801-110 +801.110 4801.110 +110'110 +BW-110 480'-110 +801-110 480/-110 +BWIIO +80'110 +80/-110 +601-110 +80'•110W'W
40 +60,-110 +801.110 +BO/-110 +801-110 +801.110 +50/-110 +W.110 +801.110 +801.110 +801-110 +8d-110 +801.110 +801-110 +50'110 +801.110 +60%110 480/•110 +0.110
42 +B01-llo +BwAlo 4801-110 +Sw-110 +801-110 +0,1-110 +801-110 +801-110 4801-110 +901.110 +80'-lto +801.110 +801-110 4801-110 +80/-110 48W110 +80/•118 +80'-lto m
44 +601.110 +801-110 +80/•110 +801-110 +801.110 4OW-110 +801-710 +801.110 +801A10 4110,.110 4801.110 +e0,-110 +801-110 +801-110 +801-110 +801110 +80/.110 Z Z FQ
48 +801-110 +801.110 +801.110 +B(Y.Ilo 4801.110 4801-110 480/-110 +801.110 +801-110 4801.110 +801.110 +801-110 +8D/-NO +801-110 +801410 +00/.110 '� O w
50 +60/-110 +80.110 +801.110 +801-110 4801.110 +801.110 +8&-110 +001-110 +80%110 +801.110 +801.110 +801.110 +110/-110 +801-710 +801.110 a K
Z_
51' +801.110 +801.110 4801.110 +801-110 +801.110 +80/-110 +801-110 +801.110 48Wi1D 4301-110 +80'-110 +801-110 +801-110 +80/.110 3 N 2
61 4801.110 +80'110 +601.110 +e&-110 +W-110 +801.110 +80-110 +801-110 +601-110 4801-110 4801-110 +801-110 +801-NO µO1 0 ,a-
56 +60'110 +=-Ilo +801-110 +W-110 +801.110 +801-llo +8&-110 +801-110 +W-110 +e0,-110 +80`410 +a0'1fo - o ]� a n
as 4BU-110 +6W-110 +881.110 +80,470 +80,-110 +80,.110 +80,-110 +801.110. +8W-110 +801-110 +80-110 r LL .z v
ro 61 +801-110 +60,-110 +801-110 4801.110 +8.110 +80,.110 +801.110 +80,110 +801.110 +801-110
83 +801.110 +501.110 +80/410 -OW-110 +80,.110 +801-110 +801.110 400,110 +BW-110 5 O 0
94 +80/410 +801-110 +801,110 48&•110 +801.110 4801-110 +801.110 +801-110 "I„ "'0•+v
66 +8W-110 46.110 +501.110 +8-110 +80/.10 +801-110 +801-110
G8 +SW 10 +801-10 +801.110 +60'-110 +80,-110 +801-10 1111111ILU
70 +001.110 480,.110 480,.110 +8&-110 4801-110M47LO.GSPAGNGIFANOiORING AN%.O.C.SPAONGIFANOIORING ���pL1Y LYfy/y�/
72 +801 801
-110 + .110 +80,-110 +801.110 THROUGHiIEFRAME PERSNEEf538,4 7HR000HIHE INTEGRALFIN PER SEET4 LICENSE'•.�(
74 4801.110 +80,110 0180,-110 APPUESTOB,CORDANCHORT .. 010.58705 •�P
78 +801.110 46(Y-110 ISFF TAetE]) NOTApPUUBIL *'
77.76 +601-110
STAaFFI
ORIDP,:
NOTES:
1)BUCK DIMENSIONS SHOWN. I�NAL
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE W THE TABLE(S)ABOVE WHICH THE ARCHITEGNRAL WINDOW WILL COMPLETELY FIT WITHIN. ALYNN P E.MUER YaLER P.E.
1, +I 1.375 Imo-- 3 34W 3.500• 3.500'
I1 .oma .osr .asr
—�-�(•-- ��---.oaz-
.ass
6 .� � �000a �o oa �aaoa 1�aooa
O ANCHOR COVER 7.483' 1.463' 1.483' 1.483•
1 0 0 � k o - o � o
.301' ,fi2S .525'O .
r 1a Ot JCHANNEL FRAMEr O2 GFFRAME 1.3 OINTEGRAL FIN FRAME O4 EQUAL LECJBOX FRAME
O7/e'BEAD 1115 1 '
STR
ALUMINUM
SWCONE HOT-M0.TBUM REINFORCEMENT UTYLE 0' DESICCANT FILL AREA
•e�r.775UCRAL BUTVLENE
SRICONE y15 NOM. SEAL 516•NOM.
STRUCTURAL 3/16'NOM.
POLYISOBUTYLEN 1/4'NOM. FOAM BUTYLS. —SILICONE SEAL
WITH DESICCANT WITH DESICCANT ROLL-FORMED
O7 1'BEAD DESICCANT FOAM STAINLESS STEEL
EXT.GUSS EXT.GLASS EXT,GLASS INT.GLASS
EXT.GLASS
Nr.
GLA55 INT.GLASS INT.GLASS
MITERED
CORNERSWITH KODISPACE SUPER DURASEAL® XL EDGETe
INTERIORAND 81 Ty O O
—RIO O R 4SG TPS SPACER NXT SPACER SPACER
WELDS
TABLE 14:
0 Part# Description Malarial .KODUCTRaVISED
1 620117 channal Frame PVCusom^dri^s Wim um FNrN4'mlcti^gCb6e
2 620118 Flange Frame PVC AccrpueroN^I-vw-L LY{
3 620119 Integral Fin Frame PVCie1en
4 620120 Equal Leg/Box Frame PVC e7
MTs DeM
5 620133 Anchor Cofer PVC
5 6 720136 7/8'Glazing Bead PVC NO CHANGES THIS SHEET.
FRAME 7 720135 1•Glazing Bead PVC I &
ASSEMBLY DETAILS T 74 Backbedding,GE 7700 or DOW 791 Silbone
78 71646N Setting Block QI8-x 1'x 1/8',85+/-5 duro. EPDM
1 ,
EXTERIOR �`pp1YLYIyN��''�i�
1070 TECHNOLOGY DRIVE a'�y LICENyF•••�(�'�
N.VENICE,FL 34275 R':' •_FP
NOTES: (941)-480.1600 _*; No.59705-
Part#
Description Materiel 1)SOME PARTS NOT SHOWN FOR CLARITY.
P 2JJ-0HANNEL FRAME SHOWN,PART YI.OTHER RT COPyWGHTo201T PGT IWMTRIES,
So Kommeding 4SG TPS S Spacer stem FRAME TYPES APPLY. CERT.OFAUTH.W2B296 ALL RIGHTS RESOiVED ''U0
P Y 3)ITEMSMB-73,7577879ARENOTUSEDANDARE %t)•. aT TE
'
$aO IhIS NOTPARTOFTHISAPPROVAL �` F '
S.7 QuanaxSuperSpacerNCfwithHotMeltButyl Sheet for 4)ENERGIPVCTOBELABELEDFORAAMA a VINYLFOCEDWINDOWNOA(LM&SM) & 919114 -1;P,'
82 Ouanex Duraseal Spacer MaterialsExrRUDERCOOE. BOM&ASSEMBLY e^, J ROSOWSKI ''ii,I/NALIE��.`
83 Cardinal M.Edge Spacer
I�EFFAEN TEST RTS:FM-871'7,896B 897 °PW-5520 N NTS = 11 OF 11 0? MD-5520.0 fill
r B ALVNNM58705
P.EJi 50706