HomeMy WebLinkAboutProduct Approval (4) RECEIVED
DEC 0 5 2019
MIAM1•E +DE ST. Lucie County,, permitting MIAMI-DADS 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 (NOA) www.miamidade.Qov/economv
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 incair'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 B dated 06/06/17,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miarxii-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 because fortermination and removal of NOA.
ADVERTISEMENT: The'NOA: numberpreceded 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#16-0714.19 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitteddocumentation was reviewed by Jorge M.Plasencia,P.E.
NOA No.17-0614.06
MFAMI•DADE COUNTY Expiration Date: September 24,2020
Approval Date: October 12,2017
I Page 1
1LML— 0% 1Zl5�
File Copy
a
f
PGT Industries,Inc.
NOTICE OF.ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 15-0415.01)
2. Drawing No. MID-5540.0 titled "Vinyl Fixed Casement Window NOA:(LM)", sheets
1 through 13 of 13, 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, Duraseale 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, FTI:-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. 16-0714.19)
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 24113.2.1, 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 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 202794
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 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 NOA No. 15-0415.01)
Zoduct
Jorge M.Plasencia,P.E.
Control Unit Supervisor
NOA No.-17-0614.06
Expiration Date: September.24,2020
Approval Date: October 12,2017
E-1
7
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CoNnNuFD)
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 */tube inullion 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 NOA No.'15-041 S.,01)
5. Additional,Reference test report FTL-8183 per TAS 201, 202&203-94,issued by
Fenestration Testing Laboratory,Inc. (Submitted under NOA,No. 15-0415.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014)and FBC-61h Edition (2017),dated 09/15/17,prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, CIear 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 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 Rigid PVC Exterior
Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20.
5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc.for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 09/15/16,expiring on 04/16/20.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0614.06
Expiration Date: September 24,2020
Approval Date: October 12,2017
E-2
+ s
t
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter,of conformance to FBC-5th Edition(2014) and FBC-61h Edition
(2017) dated 08/29/17,,issued by manufacturer,,signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated,06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3., . Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda,P.E.
4. Proposal issued by the Product Control,Section,,dated 09/29/14 and revised on
10%15/14,signed by Jaime D. Gascon,P.E.,
(Submitted under NOA No. 15-0415.01)
G. OTHERS
1. Notice of Acceptance No. 16-0714.19,issued to PGT Industries,Inc. for their Series
"PW-5540"Vinyl Fixed Windows—LMI,approved on 09/01/16 and expiring on,
09/24/20.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.17-0614.06
Expiration Date: September 24,2020
Approval Date: October 12,2017
E-3
GENERAL NOTES:SERIES 5640 PRODUCT REVISED
IMPACT RESISTANT,VINYL FIXED CASEMENT WINDOW IMPACT DESIGN wm
RATING R�SURERMA`SnNG as lidelmnepJ& tho".dda
OPTIONS 0 X
LARGE&SMALL MISSILE 3i , BE u a
LE VARIES 13ER OPTIONS.SEE NOA-No. 17-0614.06
.13
IMPACT RESISTANT TABLES 4-b.SHEETS B-12
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS 4 SHEETS 8_12
OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITYI HURRICANEZONE MAX,DUCK WIDTH SEE TABLES 4-13 BUCK WIDTH SEE TABLES 4.9 Expiration Date 09/2412020 Pq
(—Z). (SHORT OR LONG SIDE)
(SHORT OR LONG SIDE)
MAX.D.C.SEE 12z.MAX
2)SHUTTERS ARE NOT REQUIRED MEN USED IN WINO-BORNE DEBRIS REGIONS. B SEE TABLES 4-13Mme' D,SEE
W BE MAX.D.C.SEE TABLES 9.
FOR INSULATED GLASS INSTALLATIONS ABOVE 3W IN THE Hv1lZ THE OUTBOARD SHiEI`3----� SHEET 4
LITE(CAP)MUST TEMPERED.
3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DADS VISIBLE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS VISIBLE
WERE SOUTHERN PINE,ASTM M CONCRETE MASONRY UNITS AND CONCRETE WITH LIGHT WIDTH MAX BUCK LIGHT WIDTH
MIN.KSI PER ANCHOR TYPE, HEIGHT,SEE
—- --I-—-—-—-—- TABLES 4-13 -—-—-—
7
4)ALL WOOD BUCKS LESS THAN 1-11V THICK ARE TO BE CONSIDERED iX OR
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO (L
SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1r."THICK OR CREATER.IX AND 2X SH SIDE) JR-06106(17-UPDATED
BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER VISIBLE- VISIBLE ANCHORAGE TO F13C 2017.
A Lit HT ASEE 0
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE LIGHT C,BE]-
2
LES�9 , LIR
MAX.TT r 5 W
,s
:, T
j,�L ,T VISIBLE
.,T
RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD,(AOR). HEIGHT sHEE7r 3 HEIGHT SHEE-1-4
MAX LUCK
W
5)ANCHOR,EMBEDMENT TO BASE Mmim�L SHALL BE BEYOND WALL DRESSING OR L L
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH To ACHIEVE EMBEDMENT. HEIGHT,SEE,
H "
INSTALLATION ANCHbRSSHOULD,BE SEALED.OVERALL SEALINGCASHING MAX.'JAMB O.0 TABLES 4.9
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES (LONG OR
H...
tD
AND is sEyoNb THE scops OF THESE tNsTRuanoNs. 4-13 MAX.D.C. SHORT SIDE) Lu U) no
SEE > �:
--'' . D� 0
6)MAX.114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED 4-9
0
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHOREDTO RES IST0:
LOADS IMPOSED ON THEM BY THE WINDOW. S*MAI, D--o—- 125-MAX
10
TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL 0 re
]}DESIGN PRESSURES:
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAJJCYCUE TEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS) FRAME(90-CORNER)-
ANALYSIS AND GLASS PER ASTM E1300. (ANCHORED THROUGH NAIL FIN) 8 m 19 z
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL!CYCLE 125'MAX F
zI
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El 3W., 6"MAX 0 Z
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. C) Ir p
Z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST S'MAX.
THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% 0,
z
MAX.D.C.SEE
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE IX MAX D.C.
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO MOD. SEE TABLES TABLES4.9 SEE LU LLS
13 TABLES
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS or THE FLORIDA BUILDING CODE I FOR CORROSION RESISTANCE. MAX JAMB D.C. 4-9
z
S}METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER SEE TABLES 8
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING VISIBLE VISIBLE z
4-9 Lit U
JURISDICTION. LIGHT' FIT .2G
HEIGHT HEIGHT 0 1.1.
10)REFERENCES.TEST REPORTS PM-7897,8128,8174.ELCO ULTRACON NOA4 ELCO MAX.BUCK 9 5� LU
CRETEFLEX NO&*ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD MAX BUCK HEIGHT.SEE z
Lu
WHITE&BRONWAIG-iTER SHADES OF CAP COATED PVC EXTRUSION NONS,NATIONAL HEIGHT,SEE TABLES 4.9 > Q.
DESIGN SPECIFICATIONI FOR WOOD CONSTRUCTION,ANSIIAF&PA NOS&ALUMINUM TABLES4-9 (LONG OR
DES ON MANUAL VISIBLE (LONG OR "BIBLE SHORT SIDE)_
LIGHT WIDTH SHORTSIDE) LIGHT WIDTH
11)PvB AND SO INTERLAYERS MANUFACTURED BY KURAkAY AMERICA.INC.
6*MAX
SEE
OC
TABS
-4
Lytvv
GENERAL NOTES.... A VISIBLE LIGHT FORMULAS
ELEVATIONS. 1l SF i
-
WIDTH:BUCK WIDTH-&;Y4'
FRAME.GLASS&ANCHOR MAX D.C. W'MAX 1.25* MAX D.C.SEE TABLES 4-0
OPTIONS HEIGHT.BUCK HEIGHT-6-314r SEE' MAX 12,5*MAX No 58705
INSTALLATION.FLANGE I E&
OPTIONS.,.._..„,,......._......,.2 CODES/STANDARDS USED: TABLES 4-13 Z
-9
MAX BUCK WIDTH SEE TABLES 4.13 MAX BUCK WIDTH SEE TABLES 4
EQUALLEG......................3 17 FLORIDA BUILDING CODE(FBC,6TH EDITION (SHORT OR LONG S r (SHORT OR LONG SIDE)
INSTALLATION,INTEGRAL FIN •2017 FLORIDA
,M EDITION ICE)
& BUILDING CODE(FB�
J-CHANNEL......................... TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN 0,
ASTM E`1300�W F
4
FRAME ASSEMBLY TUBE.,,.._..-8& :ANSUAF&PA NDS-2015FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR
GLAZNG DETAILS--- 7 :ALUMINUM DESIGN MANUAL.ADM-2015 OR ANGLED CORNERS) ANGLED CORNERS) ...........FtORto�.. .0'
,-
701VAL
DESIGN PRESSURES—— I AJSI 5I00-12 (ANCHORED THROUGH NAIL FIN) I#
ROM 9 ASSEMBLY....... :13 •AISC 360-10 111111110"
A.LYNN MILLER P.E.
P.E.4 58705 -1
TABLE 1:
Glass Table Sheet 'A'=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Description 0 'H'o HEAT STRENGTHENED
Type T=TEMPERED o 0
7 7/8"Laminated I.G.:1/6'A Exterior Cap+7/16'Air Space+5116°Laminated;(2)Liter of 11W A Glass with.090'PVB Interlayer 4 8 °PVB•=,090•TROSIFOL®
8 7/8"Laminated LG.:1/8"T Exterior Cap+7/16•Air Space+511 6"Laminated;(2)Lites of 11W A Glass with.090"PVB Intedayer' 5 8 PVB BY KURARAY
JE 9 716"Laminated I.G.:3/16"A Exterior Ca +3/8"Air Space+5116•Laminated; 2 Utes of 1/8•A Glass with.090"PVB Inteda er 6 9 AMERICA,INC. BOX oR
P () Y SG'-.OSO"SENiRYGLASO Q10 716"Laminated I.G.:3116'T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 6 9 INTERLAYER BY KURARAYEQUAL
11 1'Laminated I.G.:118"T Exterior Cap+7/16'Air Space+7/16"Laminated;(2)Utes of 3116•A Glass with-DW PVB Intedayer 7 9
AMERICA.INC. FLANGLEC'12 1"Laminated I.G.:3116°A Exterior Cap+318"Air Space+7/16'Laminated;(2)Liles of 3/16•A Glass with.090"PVB Intedayer 8 10
13 1"Laminated I.G.:3116'T Exterior Cap+318•Air Space+7/16"laminated;(2)Lites Gf 3116"A Glass With.090•PVB Interlayer 910
14 1"Laminated I.G.:3116'A Exterior Cap+3/8"Air Space+7/16'Laminated;(2)Lites of 3116'A Glass with.090'SG Interlayer 10 11 2 4
15 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16•Laminated;(2)Lites of 3/16"A Glass with_090"SG Intedayer 11 11
16 1•Laminated LG_:1/8'T Exterior Cap+7/16"Air Space+7116•Laminated;(2)Lites of 3116•H Glass with.090"SG Intedayer 12 12 �� ��
17 1'Laminated I.G.:3116'T Exterior Cap+3/8"Air Space+7/16°Landnated;(2)Liles of 3116°H Glass with.090"SG Interlayer 13 12 p
TABLE 2:ANCHORS INSTALLED THROUGH FRAME J-CHANNEL 0 INTEGRAL
FIN
Group Anchor Substrate Min.Edge Min. •MIN.OF 3 THREADS GLASS TYPES 1a THft000H
Distance Embedment' BEYOND THE NI TAL 17 MAY NOT BE USED WITH
P.T.Southern Pine(SG=O. ) 7/6° 13/8° SUBSTRATE. •J-CHANNEL OR INTEGRAL
#10 SMS, Steel,A36• 318" 0.050• uNGRolrTEO CMU' FIN FRAMES. o
(steel,18.8 S.S. VALUES MAYBE 1 - 3
or 410 S.S.)- 5Yeel.Stud,A653 Gr.33' 316' 0.0451"(18 Ga.) USED FOR GROUTED ' GLASS TYPES 7,a,12,814 '
A Aluminum,1063-T5' 316' 0.050° CMU APPLICATIONS. MAY NOT BE USED IN THE
G=0.55 7/16" 1.3/8' - HVHZ ABOVE 30•. NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 13
P.T.Southern Pine
CSG=0.55) � PRODUCT REVISED
3116°steel Ultracon Concrete(min.2.85 kst) t' 1318° as eompi nT with the Florida
Building
Ungrouted CMU,(ASTM C30) 2-1/2' 1.1/4° NOA-No, o 17-0614.06
#12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1318'
SteelA36• 3/8" 0.050° ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Expiration Data 09/24/2020
,
(Steel,18.8 S.S. Steel Stud,A653 Gr.33• 3/8' 0.04BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 9-12, By
51"(18 Ga,)
or 410 S.S.) Mia i-0 a Product Contra
. B Aluminum,6063-T5' 318' 0.083• LONG LONG LONG ', SHORT
114'steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-318• ~ SIDE "I I► SIDE •I F- SIDE r{ +{ SIDE F
1/4"steel Creteflex P.T.Southern Pine(SG=0.55) I. 13/8° T F T
1/4°steelAggre-Gator P.T.Southern Pure(SG=0.55) I. I-we" oo b I oo oo
Concrete(min-2.85 kst) 1" 1314" yN wN NN
1/4'steel Ultracon 1 w
C_ Ungrouted CMU,(ASTM 4E)) 2-1/2' 1-1/4°
1/4"steel Creteflex Concrete(min,3.35 ksi) 1" 1-314" LONG LONG LONG LONG LONG o
114"Steel Ultracon Concrete(min.285 ksi) 2-112° 13/4•
l--SIDE -'i i-'-' SIDE --i F"' SIDE �-I it SIDE --i I"`- SIDE --•f d
r TF , 7' u r -I r -1 9 NO CHANGES THIS SHEET.
Concrete(min.3.35 ksi 21/2 1314" i T
1/4'steel Creteflex I I I
D Ungrouted CMU,(ASTM 490) 2-112" 1-1/4' �w oU7 _
wow
oo ofoo_ �' €
1/4"steelA9gre-Gator Concrete min.3.275ks1 1-1/2 318' Nw NN yy N� wy g
Grouted CMU,(ASTM 490) 2-, 2" i I i I 1 f J
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN _
Min.Edge Min. `711 rr7
Group Anchor Substrate Distance Embedment Y LYN/y 17771/
1070 TECHNOLOGY DRIVE �\ I,rON•..,.,.
E 2-1/2'x.131'Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7116• .: VCEN '•.�1�
N.VENICE,FL 34275 Q;' Y"
&11T Rng-shank Rocling Nall P.T.Southern Pine(SG=.55) 318' 2-7/16' Matafld Mtn Fr Min.F" '.�
P.T.Southern Pine(SG=.55) 112' 13/8' Brea 6eraw kat 120 kat (941)-480-1600 =7M•: Ne,587
#10 Trusshead SMS Aluminum 6063T5' 318' 0.050' 18.8 Screw 60 ksi 95 kal ® - - -
Steel,lBA S.S. COPYR':GFR®2017 PG71NDUSTnr s%INC. -'fl [/L
( Steel Stud,Gr.33' 318" 0.0451•(18 Ga_) 410 Screw 90 kai 110ks1 CERT.OF AUTH.#29296 ALL RIGHTS FESERVED �./7-- •��
W410S.S.) Elco Aggro-GatorT b7 kat Sakai %�-•. 9 t .'•w-
F Steel,A36' 318• 0.050"
•MIN.OF 3 Eko ultreca�a 155kaI t77 kat VINYL FIXED CASEMENT WINDOW NOA(LM)0 919114 oRiOl` �'
P.T.Southern Pine(SG=,55) 9116' 1316" THREADS 410 Be Efco CreteFINO 127.4 kof 169.7 kat 7 ass'..........•'G\\�\ i
X12SMS
Aluminum,6063-T5• 318' 0.063' BEYOND So A3T5 St. nan 16 ksi 22kkaiat o GLASS/ANCHORS/FRAME OPTIONS o J ROSOWSKI 7/i/��NAl:,1E��V t
(steel,18.8 S.S. THE
Steel Stud,GC 33' 318' 0.0x0'
or 410 S.S.) META- Gr.33 Steel fiwd 33 kat 45 kat = a A.LYNN MILLER,PE
Steel,A33' 31a• o.oso• SUBSTRATE. PW-5540 NTS 2 OF 13 z MD-5540.0 - B P.15058705
- i
I
INSTALLATION DETAILS FOR FLANGE 8,EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME - ANCHORED THROUGH FRAME AND IX
y
INSTALLATION DIRECTLY INTO CONCRETEICMU, BUCKSTRIP INTO CONCRETEICMU.
OPTION 1 £MBGLIMENT _. SEE NOTE 2,THIS SHEET, R
ANCHORED THROUGH I EMBEDMENT
FRAME INTO 2XWOOD EDGEDIS7ANCE SHIMI""� � � 174'MAX.FRAME �
SEE
RBUCKSHEE —�' a 4 SHIM
SEE NOTE 2,T}iL4 SHEET. EDGE EDGE
FLANGE EMBEDMENT _ DISTANCE �"'� 5 �J DISTANCE -
SHOWN 1"THICKI.G.
TYP.ANCHORTYPE, TYP.ANCHORTYPE,
�^i!4'MAX.SHtM EMBEDMENT EDGE TYR AN HOR TY
a
DISTANCE PER < .' ....._..„ .
2 7YP.ANCHORTYPE, SUBSTRATE, �GBS�ANr�PER
EMB EDRIENTAND If SEE TABLE 2,SHEET2. ��\�\�(�
(� EDGE DISTANCE PER —•- [ ------ -1...� TABLE 2,SHEET2.fl
TABLE ATE
SHEET 2. `•+ 718'THICKI.G.
0
6
" '•FLANGE F7(TERIOR V7ISIBLE LIGHT MOTH —►
Q (� 5 FRAME (' EQUAL-
NOTES: SHOWN V LESSOX
BUCK WIDTH FRANS
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN
•
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A A
TIB'THICK I.G. AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE ' PRODUCT REVISED
WINDOW, DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM�EL FRAMING OR STEEL STUD. Bas,ding l lrt with the Florida
2}tv1ASONRYANCHORS MAY BE USED INTO WOOD AS MAYBE VERTICAL OR MORFZONTAt,SEE SUBSTRATE PROPERTIES,TABLE 8 SHEET 2. NGA-Ho GodOA-Na. o 17-0614.06
BUCK VISIBLE PER TABLE 2,-SHEET 2.ALL WOOD SUCKS LESS THAN 114•MAX.
HEIGHT LIGHT 1-1+2".THICK ARE TO BE CONSIDERED IX SHIM t Explrathn Dgta 09/24/2020
HEIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF #10 0111112 STEEL 11a•MAX.SHIM By
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(G5),SEE�\ Miam o Prodact ant'�a{`
BUCKS DEPICTED AS 2X ARE 1.111'THICK OR TABLE 2,SHEETZ
1'THICK I.O. GREATER.IX 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.
VISIBLE LIGHT WIDTH HEIGHT(ALSO REFERRED
T _J� .. I_J� '
TO AS DAYLIGHT OPENING)G)IS MEASURED FROM
Ij BEADING TO BEADING. FLANGE EQUAL
I! FRAME f� LEOIBOX NO CHANGES THIS SHEET.
SHOWN / i FRAME
TYP.ANCHOR-YPE, SHOWN .
EXTERIOR EMBEOMENTANO o EXTERIOR
4 EDGE DISTANCE PER SEE .INSTALLATION. '� INSTALLATION
TALE z SHEET . OPTION 4 OPTION 4
EQUAL- ANCHORED THROUGH FRAME INTO METAL _ANCHORED THROUGH FRAME INTO METAL j
SHOWN ` �``pNY LYNN�,,��
!4•MAX.SHIM
1070 TECHNOLOGY DRIVE ucENSF''� ''
N.VENICE,FL 34275
i T 941)-480-1600 'yM. No.58705
a� EMBEDMENT rr
_COPYRIGHT 02017 PGTPIIIUSROEB,INC. ��}" iQ ,:•Q"
INSTALLATION
VISIBLE LIGHT FORMULAS CERT.OPauTH.#282sB ALL RI�rRSRF1tvED ,Q - tA �` 1
OPTION 2 WIDTH:ellcK WnorM-e Sla• F VINYL FIXED CASEMENT WINDOW NOA LM
ANCHOREDTHROUGH .. •. • • .' • EOGEDISTANCE HEIGHT:BUCK HEIGHT-tl-ara• S ( c AL
FRAME DIRECTLY INTO VERTICAL SECTION B.g - FLANGE&EQUAL-LEGIBOX FRAMES am'` JROSOWSKI lr//rI IIIIj",�
CONCREMOMU.
PW-5540 NTS 3OF13 x° MD-5540.0 B A.LYNN MILLER,P.E.
' m h a P.E.#58705
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION -
OPTION 6 OPTION 5
1/4'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN 1/4•MAX SHIM
'INSTALLATION OPTION 5 EMBEDMENT- 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 Pem
NOTE 2,THIS SHEET.FRAME OR BUCKSTRIP.SEENOTE 2•THIS SHEET. -- EDGEEDGE DISTANCEDISTANCEJ-CHANNELFRAME 1 SHOWN 1 1.THICKI.G.V4•MAX.SHIM TYP ANCHOR EMBEDMENT
TYPE. Q _ _. ._._DEMBEDMENTD� �� --L - .
1
TYP.ANCHOR TYPE,EMBEDMENT AND EDGE --
a AND EDGE DISTANCE PER DISTANCE PER
�l
SUBSTRATE,SEE TABLE 3,SHEET 2 SUBSTRATE, INTEGRAL
(NAILSHOWN) 7YP.ANCHOR TYPE,
SEE TABLE 2.SHEET2. 7/S'THICKI.G. FIN EMBEDMENT
ANDES7RATE,
'
ER
J-'CHANNOEL L��JJJ,EXTERIOR VISIBLE LIGHT WID7T1 -� SHHOOWN SEE TABLE 3,SHEET2.
5 SHAME M+UL SHOWN)
OWN
u NOTES: - BUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES.2&3,SHEET 2. -
FOLLOW EMBEDMENT AND EDGEDISTANCE '
LIMITS:ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. PRODUCT REVISED
BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET2. as eompiYing with tho Florlda!
7/8'THICKI.G. S - ;- •- NOAd-No.CCoAdo 17-0614.06
2)MASONRY ANCHORS MAYBE USED INTO WOOD _
AS PER TABLE 2,SHEET 2.-ALL WOOD BUCKS LESS' '
BUCK VISIBLE
THAN 1-112•THICK ARE TO BE CONSIDERED 1X _ _ _. - 'Expiration Data 09!24/2020
HEIGHT UGHTINSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL #10 OR 9'12 STEEL -
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUSSTRA7E, 1/4'MAX SHIM SMS(G5),SEE 1/4' By
WOOD BUCKS DEPICTED AS 2X ARE 1-1/TTHICK - - TABLES 2&3, .-� SHIM Mlam a Pm uct Contro
1'THICKI.G. ,OR GREATER.IX AND 2X BUCKS(WHEN USED) SHEET2
SHALL BE DESIGNED AND SECURED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE.WOOD
BUCK DESIGN AND INSTALLATION IS THE -
RESPONSIBILITY OFTHE ENGINEER OR _ - I- •` -
ARCHITECT OF RECORD.
3)VISIBLO LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO PS DAYLIGHT OPENING)IS FIN ANOIOR
u MEASURED FROM BEADING TO BEADING. - FLANGE MAY BE - NO CHANGES THIS SHEET. '
3 _ 'REMOVED IN-FIELD ��o
.. INTEGRAL FW EXTERIOR
EXTERIOR FRAME SHOWN
' INSTALLATION OPTION 7 V INSTALLATION OPTION 8.
' D INSTALLATION THROUGH THE INTEGRAL FLN, _ - INSTALLATION THROUGH THE FRAME,
INTEGRAL -"
FIM a� METAL2
_.SEE TABLE 2.SHEET
1/4'MAXFRAME INTO METAL,SEE TABLE 3,SHEET2. INTO `t I11 1111 I I/!A7 .
SHOWN o SHIM 1070 TECHNOLOGY DRNE ;\�`���Op1Y�YN/y
` P�'t�:'�10ENM��(��i 1
N.VENICE,FL 34275 ,
INSTALLATION DISETANCE VISIBLE LIGHT FORMULAS GE (941)-48G-1600 =*: No.58705
_ / =*=
OPTION 5 WIDTH:BUCK WIDTH-6.3/4' - ® COPYRIGHT02017 PGrINOUSTMES,INC. =-0 -1 GC .6•
ANCHOREDTHROUGH - HEIGHT:BUCK HEIGHT 6,V4 CERT.OF RUTH.,'12MS uL wGHTS RESERVED '
INTEGRAL FIN INTO 2X - „ O•••. ST
WOOD FRAME OR ( )`g
-I � VINYL FIXED CASEMENT WINDOW NOA LM 9/9!14 ''�F•'••.!12oR1DP..•' _�� x
BUCKSTRIP.SEE NOTE 2, I EMBEDMENT
`
TYP.ANCHOR TYPE,EMBEDMENT �7 �NAL
THISSFIEET.
_ AND EDGE DISTANCE PER c J-CHANNEL&INTEGRAL FIN FRAMES 1 4 J ROSOWSKI
- - VERTICAL SECTION D-DSUBSTRATE,SEE TABLE 3,SHEET 2,
•- (SCREW SHOWN) -' A LYNN MILLER,P.E.
_. PW-5540 NTS h 4 OF 13• MD-5540.0 B p8N58705
ILLUSTRATION OF FIXED CASEMENT- ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(XrIJO)
TO-FIXED CASEMENT(00) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) SM SERIES
(EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) AWNING
A=S3"MAX.FOR FIXED CASEMENT WINDOW
AIINDIVIDUAL A)INDIVIDUAL A=40'MAX FOR CASEMEM B)COMBINED (SILL)
COMPONENTS: A=60'MAX FOR AWNING
8540 SERIES FIXED CASEMENT 5640 SERIES COMPONENTS: NG COMPONENTS:
FRAME ASSEMBLY TUBMULL AWNING VERTICAL SHALLOW,FLUSH CAP
I SECTION F-F
• WINDOW ---•—A
WINDOW 4 FRAME ASSEMBLY
5540 SERIES ANCHOR TUBE/MULL
I—IIXED CASEMENT 4'MAJL
FRAME MW�#10 X 3W SMS 650 SERIES
ASSEMBLY 17'MAX D.C.THROUGH
CASEMENT
TUSEIMULL INSTALLATION HOLES, WINE30W
4*MAX
SEE WINDOWS (HEAD)_
APPROVALFOR
F t
MAXIMUM DESIGN 5540 SERIES 7
PRESSURE WHEN CASEMENT 127-114"MAX. 127.1/4'MAX ANCHOR INFO.
USING THE FRAME WINDOW 84- ADDITIONAL MULLION
ASSEMBLY TUSEMLL ANCHOR SEE NOTE 3,
SEE NOTE Z THIS SHEET
+[-70.0 PSI; FRAME EXTERIOR
ASSEA48LY
B)COMBINED TUBEIMULL—,-�,- • 5540 SERIES CASEMENT
COMPONENTS: 8'MHC.,SEE NOTE$,THIS SHEET WINDOW(SILL)
4•MAX ADDITIONAL MULLION ANCHOR 654'SERIES
SEE NOTE 3.THIS M'NT
#MAX SHEET FIXED AS VERTICAL PRODUCT REVISED
WINDOW SECTION GG COMPIJI)n
With tho Florida
S-MAX, Carlo
WINDOW SEE NOTE 3, OA-No. 17-0614.06
ANCHOR THIS SHEET VERTICAL Expiration batoO912412020
G
SO ON_G
EM-Ly
O� SEE O.C.
*UNDEFt SEPARATE APPROVAL FRAME ASSEMBLY
63,MAX E E h TUBMULL,
FRAME ASSEMBLY TUBE/MULL NOTES,ALSO SEE NEXT SHEET: MIN.P 10 x x4p sms @ 17"MAX .
THROUGH INSTALLATION HOLES,SEE
1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. WINDOWIS APPROVAL FOR ANCHORENFO.
L ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,TYPE•SHAPE,QUANTITYAND FRAME
SHALLOW,
ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 5540 SERIES SMA
FLUSH
127.1!4'MAX 2)ANY 5540-SERIES CASEMENT(UNDER SEPARATE APPROVAL).AWNING(UNDER SEPARATE FIXED CASEMENT CAP
APPROVAL)OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME ASSEMBLY WINDOW(HEAD)
TUSEIMULL,IN ANY COMBINATION To THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS
C)MORrZONTAL IN THE ASSEMBLY,USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND NO CHANGES THIS SHEET.
SECTION E-E: DESIGN PRESSURE LIMMA11ONS,THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR
SHALLOW,FLUSH CAP FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY
SW SERIES
5540 SERIES 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE
FIXED CASEMENT FIXED ,
WINDOW CASEMENT INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON THIS SHEET,ON EACH SIDE OF
WINDOW THE FRAME ASSEMBLY TUB E/MU LL WHEN USING FLANGE OR EQUAL-LEGIBOX FRAMES,FOR
FIN OR J-OHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN
RIES
NT
DOW
ON SHEET 6.
4)FOR FLANGE OR EOUAL-LEGIBOX FRAMES.THE FRAME ASSEMSLYTUBE-TO BE FASTENED - 1070 TECHNOLOGY DRIVE 6"
TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.910 X WISHEETMETAL SCREWS,USETHE
SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT N.VENICE,FL 34275
FRAME ASSEMBLY TUBFJMULL MIN.01OX3/4-SMS @177, -
MAXO.C,THROUGH PRODUCTS APPROVAL,UP TO 17-MAX D.C.,ADD ADDrrlONALANCHORS AS NEEDED.THE (941)-480-1600 Z7 No,MOS
DEEP,FLUSH CAP FRAME ASSEMBLY TUBE IS NOT REOUIRED TO BE CLIPPED TO THE SUBSTRATE.ALL EXTERIOR
EXTERIOR INSTALLATION HOLES,SEE joiNrS TO BE SEALED BY lti�AUER.
WINDOWS APPROVAL FOR COPYPJGHT02017 PGTINDUSTMES,IM
SEE SHEET 6 FOR ANCHOR INFO. 5)THE FRAME ASSEMBLY TUBMULL MAY NOT EXCEED 63'IN LENGTH OR BE USED CERT.OF AUTO.#29206 ALL RIGHTS RESERVED
STATE ED IN TEE OR
ASSEMBLY TUBFJMULLION . L%7/
DETAILS CROSS CONFIGURATIONS.TWO ADJACENY-W—NDOWS MAY NOT EXCEED A TOTAL OF 127-1147 VINYL FIXED CASEMENT WINDOW NOA(LM).2
IN WIDTH OR HEIGHT,FROM WINDOW SUCK TO WINDOW BUCK INCLUDING THE FRAME .......... c",
ASSEMBLY TUBEIMULL WIDTH.
FRAME ASSEMBLY TUBE DETAILS A am J ROSOVIISK](
QT—
PW-5540 JAI NTS 5OF13 o z MD-5540.0 a B A.LYN7D5N MILLER PX-
PZ068 '
EXAMPLE CCNFIGURATIONS WHEN USING THE FRAME ASSEMBLYTUBE/MULL FOR -
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED,TUBE
MULLION UNDER SEPARATE APPROVAL '
END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E 127•V4'MAX.
WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP OR --r.i 127-114'
SEE NOTE 2,SHEETS SILICONE. 7ADDITlONAL GROUP FANCHORS. ' ' - -- _ �•- 63MAX,
MAXey
•. — 127-v4• rucEa•
FD D FUtFD FIXED 'FIXED MAX L
12-f-414-MAX -
2 OR MORE WINDOWS WRH VERTICAL ' FocED 127-1/4•
FRAME ASSEMBLY TUBE/MULL MAX
. - (4 WINDOWS MAX) �- 255.1+4"
MAX.
1-114' 127-IW
EXTERIOR" f+— 127-i14°M1fAX
FDaMMAX 20R MORE HORIZONTAL
FRAME
RL ME CASEMENT /AwN.1 ASSEMBLY TUBEIMUL
�- 127-1/4'
. - 255,114'MAX �•{
2 OR MORE WINDOWS WITH VERTICAL FRAME PRODUCT REVISED
ASSEMBLY TUBE/MULL VARIOUS WINDOW as complyIng with the Florida
SIDE VIEW Bugding Godo
TYPES AND SIZES(4 WINDOWS MAX) NOA-No. 97-0614.06
_ A-63•MAX FOR FAD CASEMENT
NOTES FOR FRAME ASSEMBLY TUBE END CAP_ FRAME ASSEMBLYTUSE/MULL FA
--40°MAX FOR CASEMENT 'Expiration Data 09124Y1020
FRONT NEW I A=6VMAXFORNANINGmlaml-D�•
Y
� A � rouc n o
1)APPLIES FIN OR J-CHANNEL FRAMES. - FRAME ASSEMBLY TUBE NOTE: I ..
2)REQUIRED AT HEADERISILL OR JAMBS TO SEALTHE END OF THE FRAME ASSEMLYTUBE - _ REFER TO SHEETS FOR THROUGH-FRAME - FIXED 11/4' SEPARATE
ANCHORAGE AND THIS SHEET Y GCSE ' . I APPROVAL ..
3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET S. FOR NAIL FIN ANCHORAGE DETAILS tL.
— -
TYP-AT ALL FRAME ASSEMBLY TUBE ENDS \ } }
BOTH.HORIZONTALAND VERTICAL- \
4)END CAP MAY REQUIRE IN-FIELD TRIMMING,STANDARD LENGTH 1514'. '- 127-114' \ 255.314' _
MAX' y MAX
127AX
CAM"
/ - NO CHANGES THIS SHEET.
1260° � e
J
121° 2 OR MORE WINDOWS(4 WINDOWS MAX)WITH
1.874' —�•I� r REMOVE FOR - HORIZONTAL FRAME ASSEMBLY TUBE/RML
1.874" --`I� � J,r FIN APPLICATIONS VARIOUS WINDOW TYPES AND SIZES. _ %%%1t111111/I
.100° 3.250' .3T5' — .ezr - j r- - .N``0�1Y LYN/y
�J .ow. 7 1070 TECHNOLOGY DRIVE
060 sHALLow,FLusH DEEP FLUSH J N.VENICE,FL 34275
9i-CAP,PVC OCAP,PVC .I r (941}480-1600 No,58705 *-
1 EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLYTUBE ® — _
�COPYRIGHF02017
_L O PGTINDUSTRI6,ING
END CAP,PVC . _ _ CERT.OF RUTH.#29226 - ALL RIGHTS RESERVED t (j l r •;
O90 FRAME ASSEMBLY - �O�'.• A OF (V; A,
TUBE,ALUM 6005-Ts- VINYL FIXED CASEMENT WINDOW NOA(LM)0 9!9/14 :��l\ A20RIOp.:
o FRAME ASSEMBLY TUBE DETAILS B litl J ROSOWSKI � AL`EN`�� k
ffi
A LYNN
Mll PE
P.W-5540 NTS' h 6 OF 13 1,211 MD-5540.0 B 705
I
PRODUCT REVISED
as complying with the Florida
Building e
718`NOM. �+-- � 718"NOM, 7/B"NOM. � �--�-{ 7I8'NOM.
No"40' 17-0614.06
E-piration Date 09R412020 fa
Sl16"AIA PVB 5116"AIA PVB 5116`AjA PVB SH 6"AIA PVB" Mlam ct Contro •
7116"AJR SPACE 7116"AIR SPACE318"AIR SPACE 318"AIR SPACE
118"A GLASS 118"T GLASS 3116"A G!ASS 3/18"T GLASS
G] IOEXTERIOR EXTRRERIJ XOR - a EXTERIOR .
8Q83 - 8083 80-83
- GLASS TYPE 7 - GTYPE 6 GLASS TYPE 9 GLASS TYPE 10 CHANGES THIS SHEET.
LASS
- s ,
1"NOM. --�-{ _ �+- 1"NOM.. - -- �+- i'NOM. 1`NOM
VAI
I I I m
tl3 •nsy
7/16"A1A PVB 7/16"AIA PVB 7116"A/A PVI3 7/16"AIA SG n Q
7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE y "1"0 o
- 0 c
118"TGLASS -3116'A GLASS a
_ 3/16"T GLASS 3/16'A GLASS 0 m 2 �
EXTERIOR . G7L EXTERN. - a EXTERIOR EXtERI.Og. Z �_� 4 79
yW r $a .0
8083 90.63 80.83 80$3 F Z o� �� � a
_._ _. lU� tJ DMO
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 o z Z u
F 0
z
_ w•
LU In
�-+- 1` M. 1'NOLL - I+- 1'NOM
1R"NOM.GL SS
7118"A/A SG 7/16'H/HSG— 7/16"HIH SG Bo 83 BITE TYP. 0
ic
318"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE 6 7 74 in
3116"T GLASS WT GLASS 311("T GLASS - 7 ii
t9 0-
EXTERIOR
EXTERIOR .. - EXTERIOR EXTERIOR - Wld •>saO sauo
78 \`tµt 1111111"
6083 8083 - SQ-83
WL
EXTERIOR ,1,`.' L10EN@E.'•. i
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 1�7 _;*; No.se7D6
GLAZING NOTES: . . •:
I =ANNEALED
'H'=HEATSTRENGTHENED --
'T"Q TEMPERED
'PVB'=-.094'TROSIFOL®PV8 GLASS TYPES I4THRWGH :C1�•.:, STATE'O •���
BY KURARAY AMERICA,INC. 17 MAY NOT BE USED WITH GLASS TYPES 7,9,12,&14 A• •• ••.FCORtOP•. • 'C, I
4AMERIC�NC.LAS®INTERLAYER BYKIIRARAY !J-CHANNEL
FIN'FNEL OR INTEGRAL ! HVAHZABOVE3V USED THE TYP.GLAZING DETAIL �Aj
tJt til l iltt;
1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET2. - A LYNN MILLER.P.E.
P.E.WS8705
I
PRODUCT REVISED
TABLE 4: as comp)Ing with the Florida
Window Design Pressure,(+/-psf) Use INS tads Building Dodo
for G13SS 7 No".. 17-0614.06
118"ACap-Airspace-5/16"AlAwlth PVB Type: T expimHon Date 09/2412020
Window Long Side(In) TABLE DIMENSIONS MAY BE I}
DImenslons 61.D5 54 66 SS 62 64 68 '72 76 1 80 84 67 ORIENTED VERTICALLY OR By
HORIZONTALLY AS SHOWN. Mlaml-0 Pro uet Control
18 +/30 +/50 +1-50 +/50 +/-50 +/-50 +/-50 +/-60 41-60 +1-50 +f-60 +/50 .
20 +/50 +/-50 +/•50 +1-60 +/50 +1-60 4/-60 +1.50 +f50 +1-50 +/-60 4150 LONG
SIDE
22 4)-50 +150 +/-50 +15D +/-50 +/-60 +/50 +/-80 +/-60 +/-50 +/-80 +/50 LONG SIDE
24 41-50 +1-50 +1-50 +150 +1.50 +1.50 +1.50 +J50 +/•50 +1-50 +/50 +/-50 '-
26 1 +1-60 +/-50 +/-50 +/50 +1.50 +/-50 +1-60 +/•50 +/•50 +1-60 +150 +150 SHORT
28 +1-50 +150 +/S0 +/50 +/•50 +150 +1-60 +/-50 +/50 +/-50 +/{0 +1•50 SIDE
30 +150 +/•50 +/50 +150 +/-80 +/-50 +/50 +f•50 +/50 +150 +/-50 SHORT
m 32 +/30 +/50 +1•50 +/-50 +150 +/-60 +150 +1.50 +/5SIDE0 +/50 NO CHANGES THIS SHEET,
y 34 4/-50 +150 +150 +/-50 +/-50 +150 +150 +/50 +/5D
= 36 +1-60 +/50 +/50 +/-50 +/50 +1-50 +150 +/50
g �— LONG SIDE —►{ � -
m 36 +1.50 +/50 +/-50 +/50 +/-50 +/50 +/50
40 +/50 +/-50 +/-50 +/-So +/50 +150 -
42 +MO +/-50 +/SD +J50 +/50 MAX.O.C.SPACING IFANCHORING MAX O.C.SPACING IF ANCHORING SHORT LONG
SIDE
TLRtOUGHTHEFRAMEPERSHEETS3B,4 1HR000HTHE INTEGRAL FIN PER SHEET4 SIDE I Y 'm
44 41-50 +1-50 +/50 +1-60 W z T m
46 4/-50 +/50 +/-50 APPUESTOAB,CORDANCHORS APPOESTOEORFANCHORS > 1 �S
48 4150 +/50 (SEETABLE 2) (SEETABLE3) 0 m 0 C).
61.05 4150 W 4„ N O
SHORT I– O m 13 u - �n
SIDE t� Vi co m a /a O
z LL ^ Q umu+0
TABLE 5: UU ®g Z
Window Design Pressure,(+/-Psf). u5eliffitanle z u�` b MAO
for Gross
118"TCap-Airspace-5116"A/A With PVB Tom: $ a $ z to
Window Long Side(n) 3: LULL O
Dlmenstons 60.926 64 66 68 70 74 77 BOBq 87 92 97 99 Z Q m
32 +1.60 +/-50 +/-50 +150 +/{0 +150 +/5D +/50 +/-50 +/-50 +150 +150 +150 LU f-
34 +/30 +/-50 +150 +150 +/.80 +/-50 +1•50 +/50 +1.50 +1-50 +/SO +/.47.3 +/-46.7 ® �" LU
W 4"945
CO
36 +/50 +/-50 +/-50 +/-60 +/50 +/-50 +/•5o +150 +1-50 +/-60 +1-47.6 +1-06.4 +1.44.6 V to
to N
38 +1.60 +/50 +/-50 +/S0 +130 +/-5D +/-60 +/-60 +/50 +1-49.1 +145.1 +1-03.90) Z
a w Ul w"=5
40 4130 +1.50 +150 +1-50 +130 +/-50 41-60 +/50 +/SD 4-482 4145.1 LL X d o
42 41.60 +/-50 +/-60 +150 +/50 +/-80 +/50 +150 +/49.8 +1.47.4 O LL Z
2 1 O 44 +130 +1-50, +/-60 +/5D 4/80 +/-60 +/50 +13 a?
e 0 +1-08.9 � Z
co
N 46 +/30 +/-50 +/-50 +150 4130 +1.50 +130 +1-49.9 o CL
0 48 +/50 +/-50 +1-50 +150 4/30 +/50 +150 - alll •nsep
oI 50 +J30 +/30 +/-50 +150 +130 +/-60 1 I,
62 +/50 +/-50 +/-60 +/S0 +/50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING �� ON�(LYNN
THROUGH THE FRAME PERSHEET53&4 THROUGH TMEINTEGRALFlN PER SHEET4
64 +/30 +/-60 +150 +150 )BUCK DIMENSIONS SHOWN. :Q�� ••t'LN3�c•.��((�
6B +130 +/-50 +/$0 APPLIES TO A,B,C OR D ANCHORS APPLIES TO EOR F ANCHORS '.�
(SEETABLE2) (SEETABLE3) = NO.58705
58 +/30 +/50 2)FOR SIZES NOT SHOWN,ROUND UP TO THE – �•_
75" 35"FOR EANCHORS,4'FOR F ANCHORS NEXT AVAILABLE SHORT OR LQNGDIMENSION. ,,(( –
60.926 4/-60 _ •; 'L ��Z F �=
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), t
` FIND THE SMALLEST SQUARE WINDOW SIZE IN STA <(/��
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �i�s•' ORID ,'' ����
WINDOW WILL COMPLETELY FR WITHIN. //�6%. .........
II INI I 1101 L t
A-LYNN MILLER,PZ V
P.E-*68705
I
t
PRODUCT REVISED
TABLES: - - as comP1 9 With tho Florida
Window Design Pressure,(+1-psf) Use this BoTld,%Coodde
3116"A Ca -Airspace-5116"AIA with PVB to IM.9&10 NO"o. 17-0614.06
3116"T Ca -Airspace-5/16"AIA wfih PVB TTABLE DIMENSIONS MAYBE ExPimtlon Date 09124/2020 !,
_
Wing Lcng Side 0n) ORIENTED VERTICALLY OR BY
Dimanslons 50.826 64 68 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. Mian-IOProduct co I
32 +1.60 +/-60 +1.50 +/-50 +/-50 +1-50 +/-60. +1-50 +/-50 +/-80 +1-50 +/-50 44-MLONG
34- +1.60 +1.50 +/.50. +/50 +1.60 +/-90 +/SO +660 +/-50 +/-50_ +/-50 +1-W +/S0 SIDE
_ �- LONG SIDE
36 +150 , +1.60 +/-5D +1-SD +/-50 +/-50 +/S0 +/-50. +650 +/-50 +1-SO +/-5D +/SO T-
38 +/SO +1-60 +/-60 +150 +1-50 +1.60 +150 +450 +/•60 +/-50 _ _ +1-50 +/-50
40• +/50- +150 +/-60 +l-50 +/-50 +1-50 +ISO +150 +1.50 '+/-50 +/-50 SHORT
SIDE
E 42 +/50: +/-60 +150 +/•W +150 - - +/-5D +ISO- +650 +1-50 +1.50 SHORT
44 +/50 +1-60 +1-60 +1.50 +/-50 +/•50 +1.60 +/-50 +1.50 SIDE NO CHANGES THIS SHEET,
o) 48 +/a +150 +150 +150 ' 44-W -+1.50 +150 +/-50
48 +l-60 +f-60 +/-60 +/-50 +1.50 +/•6D +/50
N LONG SIDE
60 +]a +f-60 +150 +/-60 +/-50 +/-50
52 +150 +/-50 +f-W' +1-50 +150 - MAIL O.C.SPACING IFANCNORING MAX.O.G SPACING IFANCHORING
THROUGH THE FRAME PERSHEEIS 3&4 7HROUGHTHEINTEGRALFINPEiSHEET4 SHORT
54 +150 450 +1-50 +150 SIDE LONG
66 +150 +1.60 +J$O- APPLIESTO&IB CORDANCHORS- APPDFSTOEORFANCHORS + SIDE W Y m
58 +1.60 +660' (SEE TABLE2) ISEEIABLE3J J___ > z r CD •nay
u°I rn
60.926 +I-6D _ ]5" 3.5'FOR EANCHORS,4-FOR FANCHORS O C
O
L---j j 8 N "Ina O v
SHORT I_ -O;; r .2 w)
SIDE
TABLE 7: - - - C)
umw g
Window Design Pressure,(+1-psf) U LU d ®a z
1/8'T Cap-Airspace-7116"AIA With PV8 TTPe 11 iW- 9MD
Window Long Vda Qn)
Dimensions 60.926. 64 66 68 70 74 _ 77 130 84 87 92 97 99 Z, Z •O
32 - +/-70 +1-70 +1.70 +1-70 +170 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +170 +/-7D •�J p
34 +170_ +f70 +1-70 +1--70 +1-70 +/-70 +670 +170 +/-70 +1-70 +1-70 ' +170 +1-70 Z Q rn
36 +1.70 +1.70 +1.70 +/-70' +I-70 +1-70 +1-70. +1-70 +1-70 +1-70 +1-70 +1-70 +1.70 - y g
W Iaays
38 +/-70 +/-70- - +1-70 +1-70 +1-70 +1-70 +/-70 +170 +1.70 +1.70 +1-70 +170 y
® W Cr
40 +170 +1-70 +/-70 +/.70 +1-70 +1-70 0.70 +170 +1.70 +1.70 +170 U U Z
5 42 +1-70, - +/-70 +/--70 +/-70 +/-70 --+/-70 +/-70 41-70 +1-70 +/-70 - W � nlun
0 44 +J-70 +1.70 +1.70 +1-70 +170 +/-70 +1-70 +1-70 +1.70o LX a
w L Z
46 +1.70 +/-70 +1-70 +/-70 +170 +1-70 +1•70 +1-70- r
J 0
0 48 +170 - +170 +I-70 +/-70 -+/-70 +/-70 +1-70 g Z W
50 +I70 +1-70 +f-70 +1.70 +1-70 +1-70 > 0 O-
-52- +/-70 +/-70 +/-70 - +1-70 -. +/-70- MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING and •asa0 sous
64 +/-70 +/-70 +1-70 +1•70' THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INfEGRAL RN PER SHEET4
85 +1-70 +/-70 +1-70 V APPLIES TO B,C OR D ANCHORS APPLIES TO FANCHORS
6B +l-70 +/-70 - ISEETABLE2) '(SEETABM3) NOTES: ;��`,`�Q.••""'• .q� '/ii
60.926 +1.70 - ]5.5' 1)BUCK DIMENSIONS SHOWN. ` T-ICEN,gF.•(�
- 2)FOR SIZES NOTSHOWN,ROUND UP TO THE *: No.58705
NEXT AVAILABLE SHORT OR LONG(YMfENSIOR ///' 7k•
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), '. 6 C{} (/'7J� fY=
FIND THE SMALLEST SQUARE WINDOW SIZE IN O !Z ST•TE F .•'�t1!`
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL. �'L`•••. ,c
WINDOWWILL COMPLETELYNTWITHIN. /�S ''•tORIDT;.••'Gso
zONALi,N%% �
LYNN MILLER P.E_
REX 58705
TABLE 8: - -PRODUCT REVISED
Window Design Pressure,(+1-psQ WINS fade as 12aulldpl d:Wlm the Flormo
3/16"ACap-Airspace-7/16"A/Awith PVB r« 12 NOA-No. 17-0614.06
Window Long Side on) Expiration Date 09/2412020
Dimensions 69,649 71 _ 73 75 78 80 85 86 89 92 g6 9g TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR BY
32 +/--70 +/-70 +/-70 +1.70 +/-70 +f-70 +1-70 +/•70 +/-70 •+/-70 +1-70 +/-70 HORIZONTALLY AS SHOWN. Mismr- a Produet Control
34 +1-70 +1-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +1-70 +1.70 LONG
36 +/-70- +/-70 +/•70 _+1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 SIDE
�+-
38 LONG SIDE+/-70 +l-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 - +1-70 +/-70 +/-70 +/-70 -
40 +1-70- +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1.70 +1.70 +/-70 +1.70 1
42 +1-70 +1-70 +1-70 +1.70 +1-70 +/-70 t/-70 +/-70 +1-70 +/-70 +/-69.5 +1.66.7 SHORT
SIDE
44 +1-70 +/-70 +/-70 +f-70 +1-70 +1-70 +1.70 +1-70 +/-70 +1-69.9 +/-66.4 +/-63.7 i SHORT
46 +1--70 +1-70 +1.70 +1-7D +1-70 +l-70 +/-70 +/-70 +/-69.9 +/-67.4 +/-63.9 +1.61.7 .]- SIDE
0 48 -+1-70- - +1-70 +1.70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-67,8 +/-85.3 +/•61.9 +/.89.7 NO CHANCES THIS SHEET.
v 60 +1-70 +1-70' +h70 +1-70 +1-70 +/-70 +1.69.5 +/5&6 +/-66.9 +/-63.4 +159.9 0
52 +1-70 +/-70- +1-70 +1-70. +l-70 +/-70 +/47,8 +/-66.9 +/-64.2 +/-61.6 �+- LONG SIDE
54 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-66.2 +155.3 +/.626
56 +/-70 +1-70 +/--70 +1-70 +1-70 +/-69.2 +1.64.7 +/-6&8 SHORT LONG
"
57 +1-70 +1-70 +/-70 +/-70 +/-69,8 +/-68.1 +1.64 - SIDE > SIDE
i Y m
60 +f-70 +1-70 +/•70 +/.69.7 +1.67 +155.3 ..L- U) •�°y
MAX,O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING
62 +170 +1-70 +/69.9 +/67.9 t/65 2 Q -
THROUGHiHEFf7AMEPERSHEETS3&4 THROl1GHTHEINiEGRAL FIN PERSXEET4 OIw CO O
64 +/-70 +/-70 +1.68.3 +1$6,3 >•ti 7°a O
0
6fi +1,69.9 +156.9 +1-66.7 APPUESTOB,CORDANCHORS APPUESTOFANCHORS SHORT --O-d•Q C-4Q 2
(SEETABLE2) ISEETABLE3) --� �- _iC7 F y&
68 +158.4 +157.4 _ SIDE O-3 8 X -, 61 p'
69.649 +1.67.1 - 155• 4" Z LL 'o Q -'a
2LL Eig O
TA13LE 8:
Window Design Pressure,(+I-pA Use m.mw �w`r �` o SMO
rQ cL;ss 93 r`> o v
3116'T Cap'-Airspace-7/16"A/A with PVB Type: z z m
Window Long Side(In) Uj O
DMereions 69,649 1 71 73 75 78 80 85 66 88 92 Be _ 99 Z Q
32 +/-70 +/-70 +1-70 +1-7D +1-70 +1-70 +1-70 +/-70 +f•70 +1-70 +1-70 +1-70 W ~
W 7°°µS
.34 +1-70 +1-70 +l-TO +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1.70 +1-70 +1-70 6 U
36 +/-70 +/-70 +/-70 +1.70 +1-70 +/-70 +1.70 +1-70 +1-70 +1.70-,- +/-70. +1-70Tt U t
38 +/-70 +/-70 t/-70 +/•70 +/-70 +/-70 - - +/-70 +/-70 +/-70 +/-70 t/-70 +/-70 W C LU °ISS
40 +f-70 +/-70 +1-70 +1.70 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 10 X 0-
0
42 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1_70 LL 9
44 +/-70 +1-70 +1.70 +1-70 +170 +/-70 +/•70 +/a0 +170 +1-70 +1-70 +170 `rj (n
46 +1-70 +1.70 +1-70 +170 +1-70 +1-70 +1-70 +1.70 +1a0 +170 +170 +/-68.6 > p a
c. 48 +1-70 I +1-70 +1-70 +1-70' +1-70 +/-70 -+/-70 +1-70 +/-70 _ +/-70 +158.8 +1-66.3
v 60 +1-70 .+1-70 +1-70 +/-7D +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-66.6 \� I/
rs 52 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +170 +158.5 `\�.��Qr1Y
w 84 +/•70 +1.70' +/-70 +/-70 +1.70 +/-70 +1-70 +/-70 +/5g,5 - NOTES: C1�,:•' UCENSF••,C`
1)BUCK DIMENSIONS SHOWN.
66- +/-7D +l-70 +/-70- +1-70 - +!-7D +/-70 +/-70 +1-70 Z - '.11
2 FOR SIZES NOT SHOWN,ROUND UP TO THE *;• �•58705
67 +/-7D +1.70 +1-70 +/-70 +/-70 +/-70 +/•70 ) �.
NEXT AVAILABLE SHORT OR LONG DIMENSION. ,O
60 +1.70 +1-70 +1-70 tl-TO - +1-70 - +/-70
62 +1-70 +/-70 +1-70 +1.70 +/-70 MAGI.O.G SPACING IFANCHORINS MAX.D.C.SPACING IF ANCHORING - 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 0
THROUGH THE FRAME PER SHEETS 3&4 THROIMiFITHE INfEGRALFlN PER SHEET FIND THE SMALLEST SQUARE WINDOW SIZE IN � ;,,•-•. STA
64 +1-70 +/-70 +1-70 +/-70 - THETABLEABOVE WHICH THE ARCHITECTURAL CC •'•:°EO
lS) s RIGA,.•' \C��\ ►
665 +1.70 +/-70 +/•70 APPUESTOB,CORDANCHORS APPUESTO F ANCHORS WINDOW WILL COMPLETELY FR WITHIN. S�
68 +h70 +1-70 (SEETABLE2) (SEETA-M3) �r//ONALlilliIENN���
69.649 +/-70 255" 39"
'A LYNN MILLER,P.E. I(
RE#68705 r
TABLE 10:
PRODUCT REVISER
WindowDesgnPressure,(+J-psi) lbethistdye asoomp in wIththe Florida
is Gess 14 Building 0
3116"A Cap-Airspace-7116"AIA with SG TYPe NOA-No. 17-0614m
Window Long Side(in) Expiration DatOO9/24/2020
Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 TABLE DIMENSIONS MAY BE -
ORIENTED VERTICALLY OR
32 +801.110 +80/-110 +801-110 +601-110 +aW110 +501-110 +00/-110 +801-110 +801-110 +801-i 10 +801-910 +SD1-110 - ., - HORIZONTALLY AS SHOWN. - 61ia a .rod Control
. 34 +SW-110 +801-110 +801-110 +801-110 +841-110 +B0/-110 ,+801-110 +BW-110 +801-110 +80t-109.4 +801-108.3 +801-107.6 LONG -
36 +BW-l10 +801-110 +801.110 +80/-110 +801-109.5 +801-108.6 +801-106.8 +80/-106.5 +801-105.6 +801-104.7 +801-103.6 +801-102.9 SIDE
38, +807-109.7 +801-108.9 +801-107,8 +80f-106.8 +901-10&5 +801.104,6 +801-iD27 +801-1028 +80f-101.4 +801-100.6 +801-99.4 -+501-98.7 �- LONG SIDE
801
40• +601-106.3 +80!»105.b. + -104.4 +801-103.3 +80/-101.9 +80f-101 +80/.49.1 +601.9&7 +801.97.7 +801-96.6 +801.93.7 +801.96 +-i---
r
42 +80/-103.3 +801•1025 +801-101.3 +80%100.2 +80/•98.8 +Bp!-97.9 +80/-95,8 +80/~96.5 +801.94,6 -FOCI-93,6 +801-924 +801-90.7 SHORT _
44 +801-100.7 ,+801.99.8 +801-9&6 +861-97,5 +80%96 +80t-95 +80r-929 +801-926 +80t-91.6 ]MI-900A +801-87.1 +801.84.7 816E .
46 +801.90.4 +80197.5 +BOJ 9&2 +807 95 +801-93.4 +801»926 +801-90.3 +80/-89.9 +80148.1 -85,6 +801-83.1 +801.81.6 SSSIDET
48 +8W-98.3 .+601.95.4 +801-941 +00%929 +801.91.2 +801.90.2 +801.88 +60f-87.6 +801.84.6 1.52.6 +501-&1.2 +1-78.8 NO CHANGES THIS SHEET.
•� 80 +601-94.6 +801-93.6 +Wf-912 +W/--90.9 +801.89.2 +801.88.2 +60145.4 +80/-84.6 +801-824 +601-80.2 +/-77.6 - E
52 +04.93 +801-92 +801.90.6 +801-89,2 +807-87.4 +801.86.4 +801-83,3 +801-825 +80/•80.2 -+/-78 LONGSIDE --►•I
m 64• +801.91.7 +BW-90.6 ,+S01-&9.f +80/•87.7 +807-8&8 +801-84.7 +80/-81.3 +801-80.4 +/-?&1
m
56 +W-SM6 +801.89.4 +k1-87.8 +8(1.8&4 +801.84.4 '+BW-83,2. _+/•79.3 +/-78.6 SHORT d LONG.
57 +801.90 +807.80.8 '+801-87.2 +80/-85.8 +801.83.4 +801-82 +/-78.4 SIDE 1r• SIDE
60' +e0/.87.2 t8W-86 -+831-84 +901-825 +801-8A1 +1-73.6 .,� +O
62 +80f-84.6, :+801-83.e +801-821 +801-60.4 0-78 NM.O.C.SPAONGIFANCHORING MAX.O.C.SPACING IF ANCHORING Ed
64 +80/-829 +80t-82 +807-80.1, +1-78,4
7HROUGHTHEME
FRAPERSHEETS3&4 7HROUGHTHEINFEGRAL FIN PER SHEET4 - - - Im a p�
}� �n�r�• aI� �N
66 +801.91.1 1801-80.1 +/-7&3 AFFUESTOB,CORDANCHOR5 (7 C4 Wyt
68 +7.79.3 +1-78.4. - (SEETABLE2) NOTAPPUCABLE GLABSTYPES147HFTOUGH -"•I SNORT I_•.. Jo , u� a u`j
13.2" 17 MAY NOT BE USED WITH SIDE I 0 J oQ a ,TS
69.649 ' +/-77.7 _ J•OHAriNEL ORINTEGFiAL. Z O•to �`'s Q• +�0+0
TABLE 11: •FTN FRAIdcS. - - - U(�,)d g 1Q 2-
Window DesignPressure,(+I-p6fl Waft taw F z y �� y 8N
3116"TCap-Alrspaca-7/16"AA with SG 1a0Typelsss 1$ o 0 �° t
Window Long Side(In) o 8 wLL
t
Dimensions 77.76 79 81 83 88 87 91 94 96 99 104 107 111N t O
,36 •i•SW--110 +801-110 +801-110 +80+-110 +BW-110 +801.110 +801-110 +&Y.110. .+BWtiO +801-110 +8W-110 +501.110 +8W110 ALLOWAOU MAX O.GSPACING IF tU-
40 +801-110 +801410 +W-110 ++W-110 +501-110 +W-109.9 +801-10$•6 +W-107.6 +50/-10&9 + 5W
8W-106.1 + -104.8 +8(Y-104.1 +8(Y•103.3. ANCHOR GROUPS ANCHORING 9 U,
W µI --4S ,
•PERSHEETZ THEFRAMEPERSHEET3 '
42 +80/.110 +84.109.8 +BW-108.8 +801-107.9 +801-106.7 +801-106.3 +801-104.8 +SW 103.8 +801.103.2 +801.100.8 +801.97.7 +801.96.4 +1101-84.8 #"e
B,CORD 13.2" O (0 Z !
44 +501-1073 +8(Y-106.7 +801105.7 +8N-104.7 +SW-1034 +801103 +801-101.4 +8498.8 +80195.7 +801.941 +8079!.4 +801-90.3 +801$9.2
48 +SOt-102. +84.101.3 +84-100.3 +W-992 +80!97.3 +W-98:2 +84-92b +801-90.4 +8489.2 + !613 +a0!84.4 +54 527 +80180.6 X a.n�a
60 +80/-99.6 +84.99.1 +84-98 +94 .9 +801.93.9 +W.93.1 +84.89,9 +84-87.7 +84.88.2 +801.84.3 +801-81,1 +1-79.3 +/77 U. Z61 +8W-95.8 +84.85 +801.96.9 +5W-96.8 +801928 +801-92 +84-8.7 +601-864 -+84.85 +801-82S +/-79.6 +171.7 +1-T5.3 54 +•84-96.1 +80195.3 +84-94 +80% 5-921 + 89.4 +801.88.6 +(*-85.1 +W-m7 +50/-81.1 +/-78.9 . +/-76.3 +/-73,2 +1-70.8 Z w i
y Q
CS 56 +80/44 +80193.2 +801.91.6 +801.90.1 +84.87.2 +801.86.3 +84-528 +84.80.2 --+1-76.6 +/.783 +1-726 +170.6 -nu
0 68 +$O!-»91.4 +8490.8 +84.69 +84.87.6 +84.85.1 +54.84.2 +80r-80.6 +/78 +I-7&3 +1-73.8 -+1-70,2 _
rn ei +801.87.8 +M-87 +801.85.3 +84.83.6 +801.81.2 +84.80.6 +1-77.3 +1-74.6 +1.728 +/-70.4 `.% 1?LY/VA,
y 63 +80-85.6 +80194.8 +801.828 +801-81.1 +178.8' +/-78 +/--74.8- +1-72.3 +170.8 NOTES: �'•'
64 +801.84.4 +801.83.5 +84.81.7 +f-80 +177.6 +/76.6 +1--73.6 +1-71.2 1)BUCK DIMENSIONS SHOWN.
65 +84.822 +801.81.2 +/-79.4 +1.77.6 +1=76 +1-74.2 +1.71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE Z T/j: NO.58705
68 +/-80' +/-79.1' +1-77.2 475.4 +1727• +/-71.9 - NEXT AVAILABLE SHORT OR LONG 61MENSION. �(j *_
MAX.OX.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING '�0:,• �7Er'f:70 +J78 +J77 1 +J T5 +1-73.2 +l 70.5 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET2), t
72 +/76 +/-76 +7-73 +/-71.1 - TNROUGHTHEFRAMEPERSHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN
74 +/74.1 +1'73 +1.71 APPLIES TO B,C40.OANCtK1R5 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �i,'(�S•'• ORIOA„•'�a,;
7$ +172.2 +1-?1.1 (SEETABLE2) NOTAPPUCABLE WINDOW WILL COMPLETELY FIT WITHIN.
ANAL E W�
77.76 +1-70.6 U1.21
A LYNN MILLER P.E. !
P.E.#687ps. •I
_ _ 1
s
PRODUCT REVISED
TABLE 12: as complying with the Florida
Window Design Pressure,(F/-pS� Ut.thhtab[. TABLE DIMENSIONS MAYBE Buitding Oode
I"Glass 16 ORIENTED VERTiCALLYOR NOA-No. 17-0614.06
118"T Cap-Alrspace-7116"H1H V11U1 SG Type: HORIZONTALLY AS SHOWN. Expiration Date 09/24/2020
Window Long SWo Qn) .LONG B
Dimensions 64 64 66 68 70 - - 74 77 BO 84 87 92 97 99 LONG SIDE SIDE Rmam o Produet Control
�- -
32 +80/•110 +80-110 +801-110 +80/-110 +801.110 +801-110 +801-110 +8W-110 +BW-110 +601-110 +60/-110 +80/-110 +80f-110 �
34 +801-110 +801-110 +80%110 +801-110 +80/410 +801-110 +801-110 +801.710 +801-110 +80/-110 +80/-110 +80/-110 +801-110
36 +801-110 +801.110 +801-110 +801.110 +801-110 +80/410 +801.110 +801.110 +801-710- +80/-110 +801-110 +801.110 +e01-110 SHORT
SIDE
38 +801-110 +801-110 +801-110 +801-110 +801-110 +801410 +801.110 +801-110 +80/-110 +80/-110 +80J-110 +801-110 + SHORT
40 +BO/-110• +501-110 +80%110 +80/410 +801.110 +801-110 +80/-110 +BOT-110 +801-110 +80M10 +801-110 J- SIDE
c
42 +801.110 +801-110 +80%110 480/-110 +801-110 +801-110 +801.710 +804110 +801-110 +801-110
.44 +80/-110 +801-110 +BO/-110 +801-110 +80/-110 +80/410 +801-110 +8a-110 +801-110 '
in 48 +801.110 +801-110 +601-110 +80/-110 +801-110 +801-110 +801-110 +801-110 F`- LONG SIDE NO CHANGES THIS SHEET.
-`� T
48 +80!•110 +80/-110 +80h110 +801-110 +801.110 +801-110 +801-110 T
to 60 +801.110 +801-110 +8W-110' +B01-110 +801-110 +801-110 SHORT ,E1 LONG
82 +801.110 +801-110 +801-110 +801-110 +801.110 MAX.D.C.SPACING IF ANCHORING. MAX.O.G SPACING IF ANCHORING SIDE P SIDE
54 +801-110 +801.110 +BO1-110 +801-110 THROUGHTHE FRAME PER SHEETS 3&4 THROLIGHTHEINTEGRALFIN PERSHEET4 j-
66 +801-170. +801-110 +801-010 APPUESTO B,CORDANCHORS - -
(SEETABLEZ) NOTAPPUCARLE � Y CO
S. +80%110 +80-110 GLASS TYPES 14 THROUGH >2 -
60.926 +801-110 17 MAY NOT BE USED WITH _ I SHORT L,. _ K .9
J.CHANNEL OR INTEGRAL '7 SIDE I-'- 0 g�Q B5 y Q
. •FIN FRAMES. �04
�2 slop 0 co
TABLE 13:
WridowDesign Pressure,(+1-po U�misf"Glass 17 0i'Mi o a p
n ¢ uwwO
3196"TCap-Alrspace-7116"H!H uAthSG rypg =ui ro so p
Wfndaw Long Side(In) W U ®a Z
Dimensions 77,76 79 B7 83 86 87 91 94 96 99 104 107 111 118 120 126 136 144 1-- 0 �n0
36 +80/-110 +BO/-110 +B0/-110 +801-110 +801-110 +80/-110 '+801.110 +801-110 +801.110 +801-110 +BO'-110 +80%110 +80/-110 +801-110 +BO/-110 +801-710 +80%110 +801-110 r> O W CO
40 +80/410 +801-110 +801-110 +801-110 +801.110 +80/-110 +801.110 4601-110 +801-110 +801.110 +801.110 +801-110 +801.110 +801-110 +BW-110 +80%410 +BO/-110 +BO/-110 z -
42 +80/•110 +80/-170 +801-110 +801-110 +801-110 +801-110 +BW--110 +80/-110 +801-110 +801-110 +801-110 +801-110 +t0/-110 +801-110 +801-110 +W-1110 +801-110 +801-110 � m O
44 +WM10 +a0%110 +801-110 +801-110 +80/-110 +801-110 +801-110 4801410 +801-110 +80/-110 +801-110 +801410 +801-110 +801.110 +80/-110 +80/-110 +BO/-110 W
48 +801.110 +801.110 +80/410 +801.110 +801-110 +a0/-110 +80%110 +SW-110 +801-110 +801.110 +801-110 +801-110 +80/-110 +80!-110 +801-170 +801-1700
�° m W l°ate
Of
60 +801410 +801-110 +601-110 +Somio +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-170 +801-110 +80/-110 CD
61 +801-110 +80/-110 +801-110 +801-110 +BO/-710 +801.110 +801-110 +801.110 +001410 +80/410 +SW-110, +801-110 +B0/-110 +801-110 ()
.84 +801-110 +80f-110 +801-110 +8N-110 +801.110 +801-110 +801.110 +801-110 +80%110 +80/-110 +801-110 +80%110 +601.110 M 0 W Z
.... % W Q'
66. +601-110 +801-110 +801-110 48(1.110 +801.110 +801.110 +801-110 +801-110 +80%110 +801-110 480'-110 +80-110 O ?S O- Cam
s� 5B +801.110 +801-110 +801-170 +801-110 +BW-110 +8W-11O +801-110 +80/410 +80%110 +80/-110 +801.110 I= J U)
61 +80/410 +801-110 +801.110 +801-110 +801.110 +80/-110 +801-110 +801-110 +BW-110 +801-110 L) Z W 3
q 63 +801410 +801.110 +801-110 +801-110 +801-110 +BW-110" +801.110 +SDI-110 +804110 > p a
64 +801-110 +801-170 +801-710 48(Y-110 +80/410 +8W-110 +801-110 +801-110 anu 'asap savc5
616 +801410 +601-110 +801.111) +801-110 +BO/-110 +801-110 +801-110
68 +60/410 +801-110 +801-110 +801-110 +601-110 +SOl-110 ��`\`'aONY LY11IV
-70 +80/-110 +1101-110 +801.110 +90'-110 4801-110 MAX.O,G SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING OCEAISF•..(' i
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4
72 +80%110 +801-110 +801-110 +801-110 •,�1
74 +801.110 +80%-110 +801-110 _ APPLIES TO 8,C OR 0 ANCHORS =1t.• N0.587Q6
76 +801-110 +801-110 (SEETABLE7) NOTAPPUCABLE *-
77.76
NQTEs
NOTES::DIMENSIONS SHOWN.1)BUCK
1j/illli_'i 4117 �,
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE SHORT OR LONG DIMENSION.
A LYNNP.E.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH 714 -
E ARCHITECTURAL WINDOW FIT WITHIN. P E#6870.596870S �• �
i
i
i
1 1.375 3.600" 3.600' 3.600' 3.500'
—.-{ .�
7 I U
355' .075 .075° .075 .075'
6 .060'
00
ANCHOR COVER n (�
2.185 a❑I I 2.165 rill
2.168' I I 2.166'•�� 301' ko � o �
.625 O .625'
O718•BEAD 1.375' O J-CHANNEL FRAME O FLANGE FRAME 1.375" O INTEGRAL PIN FRAME O EQUAL LEGlBOX FRAME
•--►{ .864"[ •17S -� .
ALUMINUM
SILICONE STRUCTURAL HOT-MELT BUM REINFORCEMENT BPImLI"SNE DESICCANT FLLLARFII
16"NOM.
O
STRUCTURAL SILICONE 3116'NOM, 5115 NOM. SEAL
7 1'BEAD POLYISOBUMFIJ 114"NOM. FOAM BUTYL& CONESEAL
WI H DESICCANT ROLL-FORMED
WITH DESICCANT DESICCANT FOAM STAINLESS STEEL
NT.GLASS
EJC'r.GLASS EXT.GLASS EXT.GLASS
EXT,GLASS
PRODUCT REVISED
MITERED Building lyingowith the Florida
CORNERS WITH CCoodd
INTERIORAND INT.GLASS INT'.GLASS INT.GLASS NOA-No. 6
EXTER1ORey
KODISPACE SUPER DURASEAL� XL EDGE'"" Expiration Date /24/2020
WELDS
eo 4SG TPS e1 SPACERU NXT'" SPACER SPACER
Clflam Product Control
-TABLE 14:
B Part4 Description Material
1 620138 el Frame PVC
2 620140 Flange Frame PVC
3 620141 Integral Fin Frame PVC
4620142 Equaf Leg/Bax Frame PVC
5 620133 Amber Cover PVC
5 6 720138 718'IG Glazing Bead PVC
7 '720135 1'IG Glazing Bead PVC NO CHANGES THIS SHEET.
FRAME 74 Baekbedding,GE 7700 or Dow 791 silicone
ASSEMBLY DETAILS 7 78 1 71646N ISetting Block(Tie'x 1"x 118°),86+/-5duro. PVC
90 20160A Freme Assembly Tuba Alum.6005-T591 20177 SfeBow Flush Cap PVC
1 B2 20178 Dae FushCap PVC
93 20732 Frame Assembly Tube End Cap PVC
ExTER10R IVLYN'v
1070 TECHNOLOGY DRIVE CEN@F /�C',�.
N.VENICE,FL 34275
NOTES: (941)-080-1600 No.58705 *_ ?
1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING
Part# Description Material FOR CLARITY. ® -
2)J-CHANNEL FRAME SHOWN.PART(n.OTHER FRAME COPYRIGHT PGTINDUS7WES,MG --O
TYPES,PARTS 92-4,APPLY. CERT.OF ALrrH.$29296 ALL RRIGHIGH TS RESERVED �y t �j r �-
80 KDmmeding 4SG TPS Spacer System 3)ITEMS iE 8.73,75.77&79 ARE NOT USED AND ARE
81 Quanex Super Spacer nM with Hot Melt Butyl See this NOT PART OF THIS APPROVAL VINYL FIXED CASEMENT WINDOW NOA(LM)g 9/9/14 � s•,F(ORIDI!.:
62 Quanex pulaseai Spacer Sheet tDr Com M
ROI PVC TO BE LABELED FOR MA J(TRUDER BOM&ASSEMBLYm J ROSOWSKI 'i��NALIEN.`�`
Materials
83 Cardinal Edge Spacer "-� A.LYNN MILLER,P.E.
REFERENCE TEST REPORTS:FfL•8717,8968&8970 PW-5540 NTS 130E 13 2° MD-5540.0 B p,E.tl 58705