HomeMy WebLinkAboutProduct Approval (3) RE-CEBIFD
pC1 7 ^.019
M[AM I•DADE PerMIAMI-DADS COUNTY
�T I�ucIe County, PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND OMIC 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.miamidagt.gov/ecoaomy.
PGT Industries,Inc.
1070 Technology Drive.
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules-and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
CL 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
U 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 'TW-554011 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 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,
U model/series, and following statement: "Miami-Dade County Product Control Approved", unless_ otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the.expiration date may be displayed-in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its j
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. i
The submitted documentation was reviewed by Jorge M.Plasencia,P.E.
i
oe co�rvT}r -� NOA No. 17-0614.06
MIAMI-D)
a a� Expiration Date: September 24,2020
os 17 Approval Date: October 12,2017
ell Page 1
a
S
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNMTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 15-041.5.01)
2. Drawing No. NID-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 4SO TPS
spacer system, Duraseal8 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. 16-0714.19)
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 2411.3.2.1, and TAS 202-94
5) Large•Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series 5520/5420 PVC
fixed windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7897, dated 09/03/14, signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-0415.01)
3.. Test reports on: 1)Air Infiltration Test,per FBC,.TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 .
3) Water Resistance Test,per FBC, TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of 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)
Jorge M.Plasencia,P.E.
oduct Control Unit Supervisor
NOA No.17-0614.06
Expiration Date: September 24,2020
, Approval Date: October 12,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAMTED
B. TESTS (coNTnamD)
4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5)Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series 5540/5440 vinyl
fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8174, dated 03/31/15,signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-0415.01)
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-51h
Edition (2014)and FBC-6t-'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.
roduct Control Unit Supervisor
NOA No.17-0614.06
Expiration Date: September 24,2020
Approval Date: October 12,2017
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5th Edition(2014) and FBC-6th 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
I. 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.
Pro uct Control Unit Supervisor
NOA-No. 17-0614.06
Expiration Date: September 24,2020
Approval Date: October 12,2017
E-3
GENERAL NOTES:SERIES 5540 PRODUCT REVISED
IMPACT RATING DESIGN PRESSURE RATING 05 Inp with the FloridaIMPACT RESISTANT,VINYL FIXED CASEMENT WINDOW LARGE&SMALL MISSILE VARIES-PER OPTIONS,SEE B=Nao
I
1)THIS PRODUCTHAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS IMPACT RESISTANT TABLES 4-13,SHEETS 8-12 NOA-No. 17-0614.06
OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE MAX.SUCK WIDTH SEE TABLES 413 Expiration Date 09t2412020
(HVH4 (SHORT OR LONG SIDE) MAX.SUCK WIDTH SEE TABLES 4-9 Ic
2)SHUTTERS ARE N I OT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 0 SEE MAX.D.C.SEE (SHORT OR LONG SIDE) - 1y5.MAX.
TABLES 4-13 E MAX.D.C.SEE TA13LES 4-9
FOR INSULATED GLASS INSTALLATIONS ABOVE 301 IN THE HVHZ THE OUTBOARD SHEET 3 D,SEE
�_ I
LITE(CAP)MUSTTEMPERED. SH . . . .
3)FOR MASONRY APPLICATIONS IN MIAMI.OADE COUNTY,USE ONLY MIAMt-RADE T TT
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i VISIBLE VISIBLE
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH LIGHT WIDTH I MAX BUCK LIGHT WIDTH
MIN.KSI PER ANCHOR TYPE. -— — -—-—- - HEIGHT.SEE
F_. --I - -— —-— TA13LES -—-—-—-—- 7
4)ALL WOOD BUCKS LESS THAN 1-W-THICK ARE TO BE CONSIDERED IX
INSTALLATIONS.1X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO (LO OR4-13
SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER,IX AND 2X VISIBLESHORTSIDE) JR-0610 0/17-UPDATED
SUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFERjjj VISIBLE ANCHORAGE TO FDC 2017.
LIGHT
HT
A LIGHT A.SEE C LIGHT C,SEE
LOADS TO THE STRUCTURE.WOOD SUCK DESIGN AND INSTALLATION IS THE SHEET4
1 HE SHEET HEIGHT
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR).
5)ANCHOR EMBEOMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX BUCK
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. HEIGHT,
.SEE
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING MAX JAMB 0.0 TABLES 49
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES I (LONG OR ti m
z
AND IS BEYCNbTHE SCOPE OF THESE INSTRUCTIONS. MAX.D.C. SHORT SIDE) uW.I
of
SEE i cn-
6)MAX.1/4-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 1
TABLES
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED
4-9
LOADS,WOOD BUCKS.BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST
B-.0- 6'MAX D • IN
LOADS IMPOSED ON THEM BY THE WINDOW. 1,25 og
7)DESIGN PRESSURES:
TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL 0
z
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME FLANGE FRAME(0-CORNERS) FRAME(90'CORNERS) x
ANALYSIS AND GLASS PER ASTM E1300, (ANCHORED.THROUGH NAIL FIN) 0 z
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU CYCLE 1.26'MAX LLJ co !-c 3� '-N
1 0 0 nma
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM EI300. V MAX IF z
G.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. Q C)
z
THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% MiX
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST WMAX, I LL
/1 ....7 1 O.
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1,6 MAX MAX.D.C.SEE D.C. z W `-
LOAD
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, SEE TABLES TABLES 4.9 LU LU
13 SEE Z. 7-34s
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET TABLES 0 all 0
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4-9 co
<� MAX.JAMB D.C. 6 "D
III METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER SEE TABLES o Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING VISIBLE VISIBLE 0 z rp.-s
4-9 W
JURISDICTION. LIGHT LIGHT
HEIGHT HEIGHT C!
10)REFERENCES:TEST REPORTS F1L-7897,11128,8i74;ELCO ULTRACON HOA;ELCO LL
LU 0
MAX.BUCK
z
CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD MAX BUCK HEIGHT.SEE- t1 _U
WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL HEIGHT,SEE L
TABLES 4-9 'TABLES 4-9
O.
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM >
DESIGN MANUAL VISIBLE VISIBLE (LONG OR L
(LONG OR SHORTSIDE)
11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC. LIGHT WIDTH SHORTSIDE) LIGHTWIDTH
fi'MAXLYAIV
GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS ........ 4/,,v
DEN
ELEVATIONS................. SlIs.
WIDTH:BUCK WIDTH-"4"
FRAME,GLASS&ANCHOR HEIGHT:SUCK HEIGHT-6.314' L MAX.D.C. S"MAX- 1.25* MAX.O.C.SEE TABWS" 1.25"MAX.
OPTIONS............................2 1 ' SEE TABLES 413 MAX. No.56705
INSTALLATION.FLANGE& CODES/STANDARDS USED:
EQUAL LEG..................... MAX LICK WIDTH SEE TABLES 4.13, MAX.BUCK WIDTH SEE TABLES 48
t
.2017 FLORIDA BUILDING CODE(FBC 6TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE)
INSTALLATION,INTEGRAL FIN.&
3-CHANNEL....................-4 :2014 FLORIDA BUILDING CODE(PER STE EDITION TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN
ASTM E13M-09 0% ST TE
FRAME ASSEMBLY TUB
E..........6-6 . N A 'FLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR
SI)AF&PA NOS-2016 FOR WOOD CONSTRUCTION qFlORWO
GLAZING DETAILS.......................7 -ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) ANGLED CORNERS)
.................
:AJS I S100-12 (ANCHORED THROUGH NAIL FIN)
AmJSC360-10 A.LYNN MILLER,P.E.
P.E.058705
TABLE 1:
GlassescritlOn Tabble Sheet 'A•'ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Description _
Type 'P=TEMPERED STRENGTHENED �o Q
7 718"Laminated LG.:118°A Exterior Cep+7/16'Air Space+5/16"Laminated;(2)Lltes of 1/8'A Glass With.090"PVB Interlayer 4 8 'PVB'=.OSTTROSIFOL®
8 7/8"Laminated I.G.:118"T Exterior Ca +7/16°Air Space+5/16"Laminated;(2)Utes of 118"A Glass With.090"PVB Interlayer' PVB BY A,INC. Y 0
P 5 8
AMERICA,INC. El
OR
9 718"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5116-Laminated;(2)Lites of 1/8°A Glass With.090°PVB Intedayer 6 9 SG'=.090°SENTRYGLAS0 a BOXAL a
10 718'Laminated I.G.:3116°T Exterior Cap+318"Al Space+5116"Laminated;(2)Lltes of 1/8"A Glass with.090•PVB Intedayer 6 B INTERLAYER 9Y KURARAY EQUAL
11 V Laminated I.G.:1/8"T Exterior Cap+7116'AIr Space+7/16"Laminated;(2)Utes of 3118'A Glass with.090"PVB Intedayer 7 9
AMERICA,INC. FLANGE LEG
12 1"Laminated I.G.:3116"A Exterior Cap+318"Air Space+7116"Laminated;(2)Utes of 3116'A Glass with•090"PVB Intedayer 8 10
L14
Ilz C,
1"Laminated I.G.:3116"T Extedor Cap+318'AirSpace+7/16'Laminated;(2)Liles of 3116"A Glass with.090°PVB Interlayer 9 .1002 4
1"Laminated I.G.:3116°A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Liles of 3/16°A Glass with.090'SG Interlayer 10 11
l'Laminated I.G.:3(16"T Exterior Cap+316°AIr Space+7116"Laminated;(2)Utes of 3/16"A Glass With-090'SG Intedayer 11 111°Laminated I.G-:1/8"T Exterior Cap+7/16"Air Space+7116'Laminated;(2)Lites of3/16"H Glass with.090"SG Interlayer 12 12o1'Laminated I.G.:3116'T Exterior Cap+3/8'AIr Space+7116"Laminated;(2)Utes of 3/16"H Glass with.090"SG Interlayer 13 12 111 0
J-CHANNEL INTEGRAL O
TABLE 2:ANCHORS INSTALLED THROUGH FRAME - FIN
Group Anchor Substrate Min.Edge Min. 'MIN.OF 3 THREADS GLASS TYPES 14 THROUGH
P Distance Embedment' BEYOND THE METAL f 17 MAY NOT BE USED WITH
SUBSTRATE. J-CHANNEL ORINTEGRAL
#10 SMS P.T.Southern Pine(SG=0.55) 7/16° 13/8 •FW FRAMES-
Steel,A3W 318 0.050" 'UNGROUTED CMU' 1 3
(steel,18.6 S.S. VALUES MAYBE
Or 410 S.S.) Steel Stud,A553 GL 33• 318" 0.0451"(18 Ga.) USED FOR GROUTED ' GLASS TYPES 7,9,12,S 14
A AIumlDna b063-T$' 3/8' 0.050' CMU APPLICATIONS. MAY NOT BE USED IN THE NOTE;SEE DETAILS AND DIMENBIONB ON SHEET 13
P.T.Southern Pine(SG=0.55) 7116' 1-318" HVHZABOVE30'. PRODUCT REVISED
3/16°steel Ultracon Concrete(min.2.85 kel) 1" 1318" -
as comp)yrng with the Florida
Ungrouted CMU,(ASTM 690) 2-1/2" 1-1/4' NOA- o Codo
NOA-No. 17-0614.08
#12 SMS P.T.Southern Pine(S0=0.55)- 9116" 1318" Expiration Data 09/24/2020
Steel,A36• 318" 0.050" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN-INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
(steel,18-B S.S, Steel Stud,A636 Gr.33' 3/8' 0.0451'(18 Ga.) BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 8-12. By
or 410 S.S.) Aluminum,6063 T5• 318° 0.063" LONG LONG LONG SHORT Mia 1-0 a Product Control
B I--- SIDE _) SIDE --=i Imo __ 'SIDE�_� +{ SIDE �-
1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1.318' r---- - --1 M 1/4"steel Creteflex P.T-Southern Pine(SG=0.55) 1" 13/8' TT
1/4"steel Aggre�alor P.T.Southern Pine(SG=0.55) 1" 1-3/8' og01/4'steel Uttmcon concrete(min-2.85 ksi) 1" 1314' yN �"'
C Ungrouted CMU,(ASTM C_90) 2-112" 1-114" 1 g
1/4"steel Cretellex Concrete(min.3.35 ksi) 1" 13/4" LONG LONG LONG LONG LONG (D
1/4'6leel Ultracon Concrete min.285 ksi 2-1/2° l-W4" SIDE i 1-- SIDE "I (� SIDE "i I' SIDE "{ I� SIDE �i z
( ) r---- r- t - r- -� r -1 °
Concre}e(min.3.35 ksi) 2-1/2" 1314" T T T r FT I I T NO CHANGES THIS SHEET.
114"steel Creteflex liw
D UngroutedCMU,(ASTM 690) 2-1/2" 1-114'. ep o0 Om Co og
Concrete m10.3.275ksi 1-1/2" 1.318" =nl xvil I xu _ xo
114"steel Aggre-Gator I y w w s
Grouted CMU,(ASTM 690) 2' 2" 1 1 1 L_ Lo J
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Group Anchor Substrate Min.Edge Min. �Jttt`Y LY rrJ777i .
Distance Embedment' Q.•....HN,y
E 2-117 x.131'Common Nall P.T.Southam Plrre(SG=.55) 318' 2-7/18' 1070 TECHNOLOGY DRIVE
2-112'Ring-shank Rooting Nail P.T.Southern Pine(SG=.55) 318" 2.7/16' Malarial Min.F, MIn.F„ N.VENICE,FL 34275
P.T.Southern Pine(SG=.55) 112' 1318' steel screw 92 ksi 120 kat (941)-4130-1600 _*; No..58705 - •'
#10 Tnmshead SMS Aluminum 6063-TV 318" 0.0.50" 18-8 screw 60 ksi 95 kal
(steel,l8-B S.S. 410 Screw Wksl 110ksi COPYRIGHT 02017 PGT INDUSTRIES,INC. t1
-
Steel Stud,Gr,33' 318" 0.0451"(18 Ga.) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED
or 410 S.S.) Eleo Aggro-GatolV 57 ks1 98ka1 %0.� S
F Steel,A36' 316' O•W •MIN.OF 3 Elco UxreConS 155 kat 177 kal VINYL FIXED CASEMENT WINDOW NOA(LM)8 9/9/14
P.T.Southern AluminumPlne t3063T5•.55) 9 B' 0.063' THREADS 41Bue3-T5Alumllnran® 127.4k.1i89.7 kal
2zke �"01VALtE��x��
#12 SMS BEYOND A GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
(steel,18.8 S.S. THE ASS Steel 3e ksl 58 kel 0 0
Steel Stud,Gr.33' 3/8"• 0.050" METAL
or 410 S.S.) Steel A38' 3/8' 0,050° SUBSTRATE. a SWeI Siad 33 ksi 45 ksi •6 PW 5540 -d NTS 2 2 OF 13 'z° MD-5540.0 B A LYNN MILLER P.E. '
P.E#5B70C1
1
I
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
INSTALLATION DIRECTLY INTO CONCR£TEtCMU. BUCKSTRIP INTO CONCRETEICMU.
OPTION 1 EMBEDMENTSEE NOTE 2,THIS SHEET.
ANCHOREDTHROUGH EMBEDMENT
FRAME INTO 2X WOOD EDGE DISTANCE - 114"MAX, 1/4°MAX.
FRAME OR BUCKSTRIP. MA ._. SHIM2 q - SHIM
SEE NOTE 2,THIS SHEET.
r-5 EDGE EDGE
FLANGE EMBEDMENT DISTANCE ��O $ �� 'DISTANCE
FRAME �ry
SHOWN II 1.THICK I.G.
Lj LA
TYP.ANCHOR TYPE
, TYP.ANCHOR TYPE,
q P.ANCHORTYAX.SHIM EMBEDMENT AND EDGE DL �a YY EMBEDMENITAND
2 7YP.ANCHORTYPE, DISTANCE PER EDGE DISTANCE PER
EMBEDMENTAND SUBSTRATE, ��,'/(��j SUBSTRATE,SEE
n
SUBSTRATE,
EDGEUBS DISTANCE PER SEE 7ABlE 2,SHEET 2. -.• 1/�•--� � - TABLE 2.SHEET 2.
iuf TABLE 2,SHSEE (� WTHICK LG.
TABLE 2,SHEET 2, 0
ViSiBLE LIGHT WIDTH 7-►�
5 FLANGE EXTERIOR
FRAME EQUAL-
1VI EIJI .SHdWN IEGIBOX
NOTES: BUCK WIDTH FRAME
SHOWN
1)USE ONLY SUBSTRATE•APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2,FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
718°THICK I.G, AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE PRODUCT REVISED
WINDOW. as com tyro with the Florida
DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. Building Coda
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3 SHEET 2. NOA-No. 17•D614.06
VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 114"MAX.
BUCK 1-i12"THICK ARE TO BE CONSIDERED 1X
HEIGHT ' SHIM EuPlradon Date 09/24/2020
LIGHT
HEIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF #10 OR 812 STEEL 114"MAX.SHIM gY,
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,WOOD Z SMS(GS),SEE MlamrO a Product Control
BUCKS DEPICTED AS 2X ARE 1-11T THICK OR LE 2,SHEET 2.
1'THICKI.G. GREATER.I X AND 2%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.
T VISIBLE LIGHT WIDTHOPENI G)ISHEIGHT MEASURED REFERRED
TO AS DAYLIGHT OPENING)IS MEASURED FROM
Q (} BEADING TO BEADING. FLANGE EQUAL
u FRAME LEGmOX NO CHANGES THIS SHEET.
SHOWN FRAME
TYP.ANCHOR TYPE, c� EXTERIOR SHOWN X
EXTERIOR EMBEDMENTAND ,"-
4 EDGE DISTANCE PER sussrRATE,sEE .INSTALLATION INSTALLATION q
EQUAL TABLE 2,SHEET 2, OPTION 4 OPTION 4
LEGMOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL 7
FRAME IW MAX.SHIM .�`'�t}taY L�HN `''•
SHOWN 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275P
' (941}-4$U-160Q "1�'. No.58705 *" 1
EMBEDMENT f� '
COPYRIGHT®2017 PGT INDUSTRIES,INC.
S LLATON VISIBLE LIGHT FORMULAS CERT.OFAIlTH.#29298 ALL RIGHTS RESERVED �p�• r F '((,�'ti
IN TA
WIDTH;BUCK WIDTH-&8!d° ,m
OPTION 2 VINYL FIXED CASEMENT WINDOW NOA(LM)0 919114 i,S •••. G��
HEIGHT.BUCK HEIGHT•6314"
ANCHOR£O THROUGH EDGE DISTANCE i '��S�ONAL
FRAME DIRECTLY INTO B
VERTICAL SECTION BB
FLANGE&EQUAL-LEGOX FRAMES a� J ROSOWSKI
CONCRETFICMU. " m - A.LYNN MILLER,RE
N PW-5540 NTS 30F 13 gx° MD-5540A 8 P.E.#88705
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 _ SEE NOTE 2,THIS SHEET.
INTEGRAL FIN INTO 2X WOOD FRAME OR BUCS SHEE SEE
r EMBEDMENT ---A0 NOTE 2,THIS SHEET.
FRAME OR BUCKSTRIP.SEE
NOTE 2,THIS SHEET. EDGE 1 3 _
EDGE DISTANCE DISTANCE
J-Ch1ANNEL
FRAME I}
SHOWN O '/q•MAX,SHIM 1'THICK I.G. EMBEDMENT
o T TYP.ANCHOR I+
IT TYPE,
EMBEDMENT
1 � TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
AND EDGE DISTANCE PER DISTANCE PER
SUBSTRATE,SEE TABLE 3,SHEET 2. SUBSTRATE,LE 2. �I�--/-/7 INTEGRAL TYP.ANCHOR TYPE,
(NAIL SHOWN) S� EMBEDMENT AND EDGE
SHEET2. I /� 718*THICK I.G. FIN FRAM DISTANCE PER SUBSTRATE,
0
7SHOWN SEE TABLE 3,SHEET2.
J-CHANNEL EXTERIOR VISIBLE LIGHTWIDTH (NAIL SHOWN)
8 5 FRAME n
a `
SHOWN
NOTES: V
BUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2&3,SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FSC COMPLIANT ALUMINUM/STEEL 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 SHEET 2. as comphing
7/8'THICKI.G. with tho Florida
Buflding Code
2)MASONRY ANCHORS MAY BE USED INTO WOOD NOA-No. 17.0614.06
VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
BUCK THAN 1-12'THICK ARE TO BE CONSIOERED 1X Expiration Date 09/24/2020
LIGHT
HEIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL #10 OR 7k12 STEEL 1/4' By
HEIGHT —114°MAX.SHIM SMS(G5,SEE �..I Lam.
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. ) I I SHIM Mlaml- a Product Control
WOOD BUCKS DEPICTED AS 2XARE 1-12'THICK TABLES 2&3, 1
1-THICK I.G. OR GREATER.IX AND 2X BUCKS(WHEN USED) SHEET 2
SHALL BE DESIGNED AND SECURED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE.WOOD
BUCK DESIGN AND INSTALLATION IS THE a _
RESPONSIBILITY OF THE ENGINEER OR El
ARCHITECT OF RECORD.
3)VISIBLE LIGHT FLA
0 OR HEIGHT(ALSO
RAYL IN� REFERRED TO AS DAYLIGHT OPENING)IS FIN AND/OR
MEASURED FROM BEADING TO BEADING. - NGE MAY BE NO CHANGES THIS SHEET.
REMOVED INFIELD
3
INTEGRAL FIN ��o EXTERIOR
EXTERIOR FRAME SHOWN __ffLL i
INSTALLATION OPTION 7 V INSTALLATION OPTION 8
INTEGRAL INSTALLATION THROUGH THE INTEGRAL FW INSTALLATION THROUGH THE FRAME,
INTO METAL,SEE TABLE 3,SHEET 2. INTO ME-CAL,SEE TABLE 2,SHEET 2 11111 111///
FIN 1/4MAX ME \\1`N LY N!rr,
SHOWN SHIM 1070 TECHNOLOGY DRIVE ���`��`�•'...... #�l,/,
a.• v sF •.! ;
•
L N.VENICE,FL 34275 � Q-,• •at`�
INSTALLATION EDGE (941)-480-1600 *:' No.58705
DISTANCE VISIBLE LIGHT FORMULAS //)
OPTION WIDTH:BUCK WIDTH-6-3/4' ® COPYRIGHT 02817 POT INDUSTRIES.INC. --D �l / ci
ANCHOREO THROUGH HEIGHT:BUCK HEIGHT-6-314" CERT.OF RUTH.#2m ALL RIGHTS RESERVED ��] 6 ` f•}-:�`
INTEGRAL FIN INTO 2X
WOOD FRAME OR VINYL FIXED CASEMENT WINDOW NOA(LM)2 9/9114 %��'•.,F<oR1oP•.••"ST F
��
13UCKSTRIP.SEE NOTE 2, "I EMBEDMENT TYP,ANCHOR TYPE,EMBEDMENT J '17,,
S �•• •
THIS SHEET.' AND EDGE DISTANCE PER J-CHANNEL&INTEGRAL FIN FRAMES'm'
p1 JROSOWSKL ���r�S�ONAL
VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET u d !II/I1111
A LYNN MILLER,P.E.
(scaewsrlowN) PW-5540 NTS 40F 13g MD-5540.0 B p.E.658706
I
i
ILLUSTRATION OF FIXED CASEMENT- ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(X/)(/O)
TO-FIXED CASEMENT(00) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED)
(EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) 5540 SERIES
A=W MAX FOR FIXED CASEMENT AWNING
A)INDIVIDUAL Am 40*MAX FOR CASEMENT WINDOW
COMPONENTS!. 5540 SERIES FIXED CASEMENT A)INDIVIDUAL A�60r MAX FOR AWNING B)COMBINED (SILL)
FRAME ASSEMBLY TUBE/MULL 5540 SERIES COMPONENTS: COMPONENTS: VERTICAL SHALLOW,FLUSH CAP
AWNING I SECTION F-F FRAME ASSEMBLY
WINDOW' AWINDOW
5540 SERIES ANCHOR TUBEIMULL
--FtXED CASEMENT FRAME 4' MIN.9 10 X 314-SMS @ 550 SERIES
ASSEMBLY IrMAX O.C.THROUGH CASEMENT
TUEIE/MULL INSTALLATION HOLES, WINDOW
SEE WINDOWS (HEAD)
mw/
F APPROVAL FOR
MAXIMUM DESIGN 5540 SERIES —f 12-7,1/4*MAX. ANCHORINFO�
PRESSURE WHEN CASEMENT �27-114'MAX.
USING THE FRAME WINDOW* J 84'M ADDITIONAL MULLION
ASSEMBLY TUBEIMULL, ANCHOR SEE NOTE 3,
SEE NOTE Z- C
THIS SHEET
70.6 TSF G--- EXTERIOR
FRAME
ASSEMBLY
B)COMBINED TU8FjMULL—*— 5540 SERIES CASEMENT
COMPONENTS." 8DMAX.,SEE N I OTE 3,THIS SHEET WINDOW(SILL)
4*MAX, —44 r—. ,,,ONAL MULLION ANCHOR- 6540 SERIES
4p*MAX. EE NOTE 3,THIS SHEET FIXED CASEMENT VERTICAL PRODUCT REVISED
WINDOW SECTION G-G a. Omplllny with the Florida
8• u ng 00
WINDOW SEE NOTE 3, NOA No. 17-0614.06
F I ANCHOR 'UNDER SEPARATE APPROVAL THIS SHEET FRAME ASSEMBLY FIX.pfratton Date 09/2412020
63'MAX TUBEIMULL/I E E Dyc...rol
FRAME ASSEMBLY TUBEIMULL NOTES,ALSO BEENEXT SHEET•. MIN,#IOX3WSMS @ i7-MAX O.C.
THROUGH INSTALLATION HOLES,SEE
1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. WINDOWS APPROVAL FOR ANCHOR INFO.
TYPE,SHAPE,QUANTITY AND FRAME
-
ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,1
ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. SHALLOW,
5540 SERIES FLUSH
127-114*MAX, 2)ANY 5540-SERIES CASEMENT(UNDER SEPARATE APPROVAL),AWNING(UNDER SEPARATE FIXED CASEMENT CAP
APPROVAL)OR FIXED CASEMENT WINDOW MAY BE ATTACHE[]TO THE FRAME ASSEMBLY WINDOW(HEAD)
TUB&MULL.IN ANY COMBINATION TO THE$PAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS
C)HORIZONTAL IN THE ASSEMBLY,USE EAGH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND
SECTION E-E: NO CHANGES THIS SHE
DESIGN PRESSURE LIMITATIONS,THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR ET.
SHALLOW,FLUSH CAP FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE ASSEMBLY
5540 SERIES 5541)SERIES
FIXED CASEMENT FIXED 3)FOR ALL COMBINATION UNITS,ADOITIONAL;NSTALLATION ANCHORS ARE REQUIRED TO BE
CASEMENT INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON THIS SHEET,ON EACH SIDE OF
RIES 54"1
FIXED
EI
VWANOGGW WINDOW THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EQUAL-LE01BOX FRAMES.FOR
FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED As SHOWN
ON SHEET 6,
4)FOR FLANGE OR EQUAL-LEG/BOX FRAMES,THE ... LYNIV
FRAME ASSEMBLY TUBE TO BE FASTENED 1070 TECHNOLOGY DRIVE
TO WINDOW,AS SHOWN IN DETAILS,NTH MIN.#10 X 314'SHEET METAL SCREWS.USE THE
M
FRAME ASSEMBLY TUBFIMULL MIN.#10 X 314-SMS 17- SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT N.VENICE,FL 34275
N
MAXO.C. PRODUCTS APPROVAL,UP TO 17-MAX.D.C.,ADD ADDITIONAL ANCHORS AS NEEDED.THE
MD .THROUGH (941)-480-1600 No..58705
DEEP,FLUSH CAP __ �1_ _ FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE.ALL EXTERIOR z:
EXTERIOR INSTALLATION HOLES,SEE
JOINTS TO BE SEALED BY INSTALLER
WINDOWS APPROVAL FOR COPMGMT0201 PGT INDUSTRIES,ING.
SEE SHEET 6 FOR ANCHOR INFO. 5)THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63-IN LENGTH OR 13E USED IN TEE OR CERT.OF AUTH.#292N RlOt? 7
ASSEMBLY 7TUBEIMULL E ALL frs RESERVED 0
-11 . T",
DETAILS CROSS CONFIGURATIONS�TWOADJACEN7�WqNDOWs MAY NOTEXCEED A TOTAL OF 127-1f4- 7,cc.. S TE F
IN WIDTH OR HEIGHT,FROM WINDOW 13UCKTO WINDOW BUCK,INCLUDING THE FRAME VINYL FIXED CASEMENT WINDOW NOA(LM)A 919114
`-
ASSEMBLY TUSEIMULL WDTH. "n. ......... c,
'OAIAL
FRAME ASSEMBLY TUBE DETAILS A I I&I J ROSOWSKI I,,,
4
PW 5OF13 MD-5540.0 B P.E.4
-6540 NTS A.LYNN MILLER,P.E.
58706
EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE7MULL FOR
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIESLINDE SEP ATHAPPROVAN 4 S USE CLIPPED.TUBE
_ MULLION UNDER SEPARATE APPROVAL.
1-1/4-
END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E 127-114"MAX. (�
IN
ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP OR —�-i 127-114'MAX 63'MAX. �-
SEE NOTE 2,SHEET 5 SILICONE. 7 ADDITIONAL GROUP F ANCHORS. T
63•
•!' • 90 • • • •i:• •C • v
MAX jL
------'- 12111-11FuceO
FD(ED FIXED FUfEO I I FD(ED -A MAX.
----I 127-1/4-MAX
_ 2 OR MORE WINDOWS WITH VERTICAL FAD 127-1/4'
FRAME ASSEMBLY TUBEIMULL MAX
(4 WINDOWS MAX.) —� 255414"
MAX.
EXTERIOR �— 127-114'MAX. 1-1/4' 12MAX
a /\ /\ LD
I/\ MAX. 20R MORE WINDOWSHORIZONTAL
AME
MAX.)WITH HORIZONTAL FRAME
CASEMENT /Awt+,1 � ASSEMBLY TUBEIMULL.
�— 127-1/4"MAX.
I►---- 2.55314'MAX.
2 OR MORE WINDOWS WITH VERTICAL FRAME PRODUCT REVISED
ASSEMBLY TUBEIMULL VARIOUS WINDOW as complying with the Florida
SIDE VIEW TYPES AND SIZES4 WINDOWS MAX.) Building Cade
( NOA-No. 17-0614.06
A=B3MAX FOR CASEMENT'MAX.FOR FRED CASEMENT
A=4F�cplratlon Date 09/24/2020
VI
' r
NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRAME ASSEMBLY TUBE/MULL I A=600'MAX FOR AWNING By
FRONT VIEW A --jMla i-D Product Contra)
1)APPLIES TO FIN OR J-CHANNEL FRAMES. FRAME ASSEMBLY TUBE NOTE: _
11/4, 'UNDER
2)REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUANCHORAGE AND THIS SHEET
BE, REFER TO SHEET 5 FOR H•FRAME �FI%ED SEPARATE
CASE. '� APPROVAL
3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEETS. FOR NAIL FIN ANCHORAGE DETAILS
TYP.AT ALL FRAME ASSEMBLY TUBE ENDS
4)END CAP MAY REQUIRE IN-FIELD TRIMMING,STANDARD LENGTH IS 14•. BOTH HORIZONTAL AND VERTICAL' 255-3/4•
127-114' �
MAX. MAX
127-174'
MAX.
NO CHANGES THIS SHEET.
�cAse.-
1250' J
SAWN:\ 12
2 OR MORE WINDOWS(4 WINDOWS MAX.)WITH
1,874• �7 .221' —►I f-`— REMOVE FOR HORIZONTAL FRAME ASSEMBLY TUBEIMULL.
1.874' —�I� —I r FIN APPLICATIONS VARIOUS WINDOW TYPES AND SIZES. 1111111111/1/'
0 .827" T ��`` Ny LYN�y
'100" 3.25°' 375' D6o• 1.44D• f 1070 TECHNOLOGY DRIVE •c'��•'OcENSF ��!
.060, l J .Gss" N.VENICE,FL 34275 ;t��%
OSHALLOW,FLUSH )DEEP,FLUSH L (941)_460-1600 _ NO.58705
01 CAP,PVC CAP,PVC ,�.6,q"�
EITHER CAP MAYBE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLY TUBE ® COPYRIGHT02017 PGTINDUSTMES.INC �� '
O END CAP,PVC CERT.OF AUTH.#29296 ALL RIGHTS RESERVED 7]
eD FRAME ASSEMBLY A VINYL FIXED CASEMENT WINDOW NOA(LM)g 919/14 ��F'•.FtoR1DP..'����`
TUBE,ALUM 6005.75 '
o FRAME ASSEMBLY TUBE DETAILS B ata J ROSOWSKI �O>VAL
d PW-5540 NTS h 6 OF 13 o z° MD-5640.0 B 0.LYNN MILLER,P.E.
P.E#58705
I
PRODUCT REVISED
as Complying with tho Fiorlda
Building Code
71H'NO718"NOM. �- -�{ 7!8'NOM. 7/H'NOM. N pimido 17-/24/20 6
Expinadon Dafe 08/2412020
VA v By
5/16"A/A PVB 5116"A/A PVB 5/16"A/A PVB 5116"A/A PVB MIam KD ad roduct Control
7116'AIR SPACE— 7/16"AIR SPACE 318"AIR SPACE— 3/8"AIR SPACE
118"A GLASS 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS
aEXTERIOR a EXTERIOR G]EXTERIOR a EXTERIOR
e-- 80-83 (BO-83_t
O-83 80-83
GLASS TYPE 7
GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET.
p
1'NOM. 1"NOM. 1"N M. � �-+- 11N M. -►{
I f Y m
LU fn
7/16"A/A PVB – 7116"AJA PVB 7/16"A/A PV8 7116"A/A SG o O
0
7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE N Q "1"a
1/8"T GLASS 3/16"A GLASS 3116"T GLASS 3/16"A GLASS O
EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z LL m c Q umap
=ul 80 0
U U_ d e Z
80-83 60.113 80-83 90-83 F- a o� sxfa
C)w, O
LL
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z° 8 ?
I o
z
w
aa45
® � w
�+- 1'NOM. �+-- 1'NOM. -►{ 1"NOM. .
U I.
H Z
12'NOM.GLASS W alo�S
SITE TYP, u_ X o
7/16"A/A SG 7/16"H/H SG 7/16"H/H SG eo a3 J Z
3/8"AIR SPACE 7/16"AIR SPACE— 3/8"AIR SPACE 6 7 OW74 Z a
3/16'T GLASS 1/8'T GLASS 3116"T GLASS > U
a EXTERIORa EXTERIOR
G]EXTERIOR W71 'ua0 wuoS .
78 1111111111/!r
�\0\3t Y LYNIy
90.83 80E3 BO-83 `� ,` /
EXTERIOR PFI:•••�.ICEN,gF`•,,�� i
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 Na.58705 =_
GLAZING NOTES:
A°=ANNEALED o -� ( q
'H'=HEAT STRENGTHENED - ,A •'• ` I 4
"I"=TEMPERED e e STT `A EO '. _ ;
•'PV8'=.090"TROSIFOL®PVB GLASS TYPES 14 THROUGH GLASSTYPES 7,9,12,814 ��� '•.RC O_RID?`. ��� i
BY KURARAY AMERICA,INC. '17 MAY NOT BE USED WITH MAY%
NOT BE USED IN THE ��`SS '••• G
'SG'=.090'SENTRYGLASO INTERLAYER BY KURARAY FIN FRAMES RINTEGRAL • HVHZABOVE 30'. TYP. GLAZING DETAIL ������NAL1 ��`\
AMERICA INC,
lilt
A.LYNN MILLER,RE
1j FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2.
P.E.q 58705 i
i
_ I
PRODUCT REVISED
TABLE 4: Is COMP1 In with the Flodda
Window Design Pressure,(+I-psf) use Ine lade Sullaln0 e
far GhsS 7 NOA No, 17-0614.06
1/8"ACap-Airspace-5/16'A/Awith PVB TV Pe: T Expiration Date 09/24/2020
Window Long Side(In) TABLE DIMENSIONS MAY BE I#
Dimensions _51.05 64 1 66 68 62 64 68 72 76 80 84 87 ORIENT ED VERTICALLY OR By
HORIZONTALLY AS SHOWN. Mlam
18 +/-50 +/-50 +(•50 +/-60 +1-50 +I-50 +1;60 +160 . +150 +/-50 +/-50 +150
Product Control
20 +/-50 .+/-50 +1-50 +1.60 +/-50 +/-50 +f-60 +/50 +1.50 4/•50 +/-60 +/-50 LONG
SIDE
22 +1-50 +I-SO +/-50 +f50 +1.50 +/-50 +150 +/-50 +/50 +/-50 +/-60 +1.50 LONGSIDE
24 +1-50 +/-50 450 +/•5D +150 +/50 +/•50 +ISO +/•50 +/-50 -+1-50 +/-50
26 +/-50 +/•50 +1-50 -50 +/-50 +/-50 +150 +/-60 +/•60 +/-50 +/-60 +l-6D SHORT
V
28 +/•50 t/-60 +/-50 t/50 +1-60 +/-60 +/-60 +/-50 +/-50 .+/SO +I-50 +1.5D SIDE
30 +/-60 +1.50 +I50 +/50 +/50 +/-50 +/-50 +/-50 t/3Q +1.50 +(-60 SHORT
SIDE
32 +/50 +/•50 +150 t/-50 t/50 +/50 t/-50 +150 +1.50 +/.50 NO CHANGES THIS SHEET,
m 34 +1-50 +150 +ISO +/S0 +150 +/50 +/50 +/50 +ISD
a36 +ISO +150 +/50- +/50 +/-50 +/-50 +/-50 +150
r - 1-+- LONG SIDE -►-� �,
ul 36 +150 +1-60 +150 +150 +/50 +150 +150 !
40 +150 +1.50 +/SO +/40 +150 +/-SO
42 +f50 +150 +150 +15D +/-60M4X.O.C.SPAONGIFANCHORING MAY.O.C.SPACING IF ANCHORING SHORT LONG
SIDE �
44 +150 +/-50 +/-60 +/-60 THROUGH THE FRAME PER SHEETS 3&4 THR041GHTNEINIEGRAL FIN PBISHaT4 J� SIDE LU Y
46 +/•50 +/50 +/-60 APPLIESTOA,B,CORDANCHORS APPUESTOEORFANCHORS y Q ABb
48 +/50 +150 (SEETABLEZ) (59:TA6LE3) 0 Q7 O o
51.05 +/50 15' 4„ �' "7°O p C,
SHORT J
SIDE i
Z (DD ^ Q una0 g
(7
TABLE 5: U U o 0 IR Z
co '07
Window Design Pressure(+/-psf) W.LVs ab o LU u 0 niD
v Q
118"TCep-Airspace-5116"A/A withPVB Type: 6 oZ m _z U)
Window Long Side(n) LU LLL
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99Z Q co
32 +/40 +1.50 +1.50 +/50 +/50 +/-50 +/5D +1-60 +/-6D +/-50 +/-60 +ISO +/-60 H laaos
LU
34 +/40 +/-60 +l-60 +/-60 +/50 +/50 +65D +150 +/-60 +/-50 +1-50 +1.47.3 +1-46.7 ® W
36 +/SO +/50 +150 +150 +/50 +/-50 +/-60 +150 +150 +/-60 +/-47.6 +145.4 +1.44.6 U
38 +/40 +/-50 +/-50 +150 +150 +1.50 +1-60 +/50 +/-50 +149.1 +/-46.1 +/43.9 Z
40 +1.60 +1.50 +1-50 +f50 +1-6o +(5D +/-60 +151 +/-60 +-48.2 +/-45.1 X CC:
42 +150 +/-50 +1-50 +F40 +140 +/50 +/•60 +150 +/49,8 +/47.4 0 LL Z
44 +150 +150 +150 +150 +/50 +/-50 +/-50 +150 +148.9
uu)) 46 +/SO +/-SO +/-50 +/50 +150 +1.60 +150 +/-49.9 o j O 0_
d 48 +/-SO +/-60 +1.50 +/-50 +/50 +ISO +/-60 epi •°sap saua5 i
N
50 +j-&O +/-60 +/-60 +150 +140 +/•50 -
MAX.O.C.SPACING IFANCHORING MAX.D.C.SPACING IF ANC14ORING ��%%
62 +750 +1-50 +1-60 +150 +140 THROUGH THE FRAME PERSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 - `�����014'y NA,!ZJ/�`��/
54 +/50 +/50 +150 +I-PO NOTES:
66 +150 +1.50 +/50 APPLIESTOA,B,CORDANCHORS APPUESTOEORFANCHORS 1)BUCK DIMENSIONS SHOWN. P:' •,t�
(SEETABLE2) (SEETABLE3) :* No.56705
68 +150 +/50 2)FOR SIZES NOT SHOWN,ROUND UP TO THE � *-
25" 3.5'FOR EANCHORS,4'FOR F ANCHORS NEXT AVAILABLE SHORT OR LQNO'DIMENSION. -
60.926 +/50 --0•,G'L -
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), p0••. ��
FIND THE SMALLEST SQUARE WINDOW SIZE IN T'• STATE F
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �i�s •F<ORIOP,.•• �i��
WINDOW WILL COMPLETELY FITWITHIN. ��/�70NALL
A LYNN MILLER,P.E.
P.E.p 58706
PRODUCT REVISED
TABLE 6' as eomPWI"U with the Florida
Window Design Pressure,(+/-psf) 8ullding e
NOA No, 17-0614.06
3/16"A Ca -Airspace-5/16"A/Awith PVB ruga 9&10 FxPlrauoa oata09/24/2020
3/16"TCa -Ai ace-6/16"A/Awtth PVB - ry�
_ TABLE DIMENSIONS MAY BE
Window Long Side(in) ORIENTED VERTICALLY OR By
Dimenslons 60.926 64 55 68 70 74 77 80 84- 87 92 97 00 HORIZDNTALLYAS SHOWN. miam a Produet Con
32 +/•60 +/•50 +/50 +1-50 +1.50 +/-50 +1-50 +/•50 +650 +1.50 +/-50 +/•E] trSO LONG
34 +/50 +1.60 450 +/-60 +l-60 +/-5D +150 +/•50 +650 +/-SO +/-50 +/-50 +/50 SIDE
f+— LONG SIDE
36 +/SO 0•50 +/•50 +1-50 +/-60 +/•50 +/50 +/-50 +/•50 +/-50 +/-50 +1-50 +/•60 -�—
38 +15 +66
0 0 +6 +6
60 +650 50 +1.50 +150 +660 +650 +660 +/-S0 +1.50
40- +150 +660 +650 1 +650 +/-50 +/-50 +150 +650 +/50 +/-50 +/-60 SHORT
SIDE
u 42 +150 +/-60 +/-60 +/-60 +/-50 +/•W +15D- +1-50 +/50 +/-50 y SHORT
J-
44 +150 +/-50 +/-50 +/-50 +/-50 +/•50 +1-60 +/-50 +/-50 SIDE NO CHANGES THIS SHEET.
a
y 4E +/50 +650 +r-fio +r50 +/-50- +i•50 +iso +650 —7-
48 +/50 +1.60 +1-60 +/-50 +/.50 +/.5D +150 �— LONG SIDE —.-{ •�
y 60 +150 +r50 +/-50 +/-50 +/-50 +/-ED
x
52 1 +1.60 450 450 +1-50 +/-50 MAX.O.C.SPADING IFANCHORING MAX.O.C.SPACINGIFANCHORING
THROUGH THE FRAME PER SHEEIS3&4. THROUGH THE INTEGRALFIN PER SHEET4 SNORT
54 +/—W +/-50 +r-60 i/-50 SIDE LONG
56 +/50 +1-60 +/-60 APPUESTO A,B,COR OAN[HORS APPUESTO EORFANCHORS 1 SIDE Y m
68 +150 +150 (SEE TABLE 2j (SEETABLE3) J_ 1 11
r fyA •nay
w 7
60928 +150 ]5' 35°FOREANCHOR5,4-FOR FANCHORS O 0 0
O
0 n al°O V
• _I SHORT I_ 0-,
TABLET - SIDE f'^ 0 J oo am rJ.. ,fg 0
Z 1l to C Q w�wo g
Window Design Pressure,(+I-psf) o� 3:Wcj C) o ®a,Glass ° z
1/8"TCap-Airspace-7116"A/A with PVB Type 11 LUz GO 3: AMNO
WlndoW Lang Side(in) o> O
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 S9 Z Z
32 +1-70 +l-70 +1.70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 - 3 J Q
34 +170 +!•70 +/-70 +/-70 +/70 +1-70 +1-70 +1-70 +1-70 +/•70 +1-70 +/70 +/-70 Z Q
36 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 +1-70 +1-70 W
2 W Iaa45
38 +1.70 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 - +l•70 +/•70 +1.70 +1.70 +I-7D ® W O
40 +1.70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/•70 +r-70 t/-70 V Z
42 +1.70 t/-70 +1-70 +/-70 +1-70 +/-70 +1-70 +1-70 +1.70 +/-70 Q 10 LU alaaS
m 44 +/-70 +1-70 +1.70 +1-70 +/-70 +l-70 +/-70 +/-70 +/-70 X_ LL
Lo 46 +/•70 +/-70 +4-70 +1-70 +1-70 +1-70 +1.70 1 470 L• Z
ae +1-70 +/-70 +/ao +rao +leo +Jao +Jao � z
50 +/.70 +1-70 +/-70 +1-70w a
o +/-70 +/-70 > p
52 +1-7D +00 +1-70 +1.70 +/•70 MAX,O.C.SPACING IF ANCHORING MAX.O.C.SPAONG IFANCHORING aq1 hsa0 caua
64 +/-70 +/-70 470 +1.70 THROUGH THEFRAMEPERSHEErS 3&4 THROUGH THEINTEGRAI RN PER SHEET 4 -
56 +1-70 +1-70 +/•70 APPLIES TO B,C OR D ANCHORS APPU6TOFANCHORS Ny'LYAI
58 +1-70 +/•70 (SEE TABlE 2) (SEETABlE3) 1)BUCK DIMENSIONS SHOWN. ``P��?O L-1GEN�gF
]5.5' 4'
60.926 +/-70
2)FOR SIZES NOT SHOWN,ROUND UP TO THE `*; No.58705 •�
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURALSQ WINDOWS(SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN O S7
THE TABLES ABOVE WHICH THE ARCHITECTURAL
WINDOWWILL COMPLETELY FIT WITHIN. ��,�i4 ''F�ORIDr;,.•'G\=�
�NAL ill IE���``
A LYNN MILLER P.E.
P.E.#58705
TABLE 8:
PRODUCT REVISED
Window Design Pressure,(+f-psi
Use this s We 12 Buildingo 9owitl�the Florida
for Glass d
Noa No. 17.0614.06
36"A Cap,-Airspace-7116"A/A with PVB Types:
11
Window Long Side(In) Expiration Date 09/24/2020
Dimensions TABLE DIMENSIONS MAYBE
69.649 71 73 76 78 80 85 Be 89 92 96 99 ORIENTED VERTICALLY OR By
32 +/-70 +/-70 +/-70 +/-70 +1-70- +l-70 +1-70 +/-70 +/-70 -+/-70 +1•70 +/-70 HORIZONTALLY AS SHOWN._ fdiam a Product Control
34 +/-70 +/-70 +1-70 +1.70 +/-70 +/-70 +00 +/-70 +/•70 +/-70 +/-70 +/•70 LONG
36 +1.70 +/-70 +1.71) +1.70 +/-70 +/-70 +/-70 +1-70 +1-70 +/•70 +/-70 +/-70 SIDE
�-
LONGSIDE
38 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/•70 +/•70 t/-70 +1.70 +1-70 +/-70 T-
40 +170 +1-70 +1-70 +1.70 +1-70 +1-70 +1-70 . +170 +/70 +/-70 +170 +/-70
42 +1-70 +670 +1-70 +1.70 +/-70 +1-70 +1.7D +/-70 .+/-70 +/-70 +/-69.5 +1.66.7 SHORT
SIDE
44 -+/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1.7D +/-70 +/-70 +/-69.9 +/•66.4 +/-63.7 _I SHORT L_
46 +670 +/-70 +1.70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-69.9 +1-67.4 +/-63.9 +151.7 �-1 SIDE '` -
48 +/-70 +670 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-67.8 +/•65.3 +/-61,9 +/-59.7 NO CHANGES THIS SHEET.
v 50 +/-70 +670' +/-70 +/-7fl +/-70 +/-70 +1-fi9.fi +/-68.5 +/-46.9 +/•63.4 +159.9 0
52 +670 +670 +1-70 +1-70 +1-70 +1-70 +1.67.8 +/-66.9 +/-64.2 +/-61.6 -I---F+- LONG SIDE --�
N 64 +1-70 +/•70 +/-70 +1-70 +/-70 +1-70 +/•66.2 +/-65.3 +/-625 F
56 +/-70 +670 +/-70 +/-70 1.69. +/-69.2 +1-64.7 +/•63.8 SHORT LONG
67 +/-70 +/-70 +/-70 t/•70 +1.69.8 +!•58.1 +1-64 _ SIDE SIDE
i `1 In
L µ1 v U)
60 +/-70 +67D +670 +/59.7 +/•67 +/-65.3 > - � � '"'N
MAX,D.C.SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING
62 +/-70 +1-70 +/•69,9 +/-67.9 +/•65.2 � O o
64 +/•70 +170 +1$8.3 +/•68,3 1HROUGFi THE FRAME PER SHEET53&4 THROUGH THE INTEGRAL FIN PERSHEET 4 I }in �e 8100 C0 yo
66 9.9 +/-68.9 +/56.7 APPLES TO B,COR DANCHORS APPUE570 FANCHORS _I SHORT 1
ISEETABLE2) (SEETABLE3) SIDE (�- -� v
68 }/•68.4 +/-67.4 • 15S' 4" Z•� r Q u oe0
69.649 +/-67.1
TABLE 9: - U C.W.) o ®a z °N
Window Design Pressure (+/_psf? t>serniitede w 0
`�'a '"d
3116°TCap-Airspace-7116"AIA with PVB rQ Type: 13 Z�' Z U
LL
Dimensions
Window Long Side(In) - r�A O
F-
.E9.649 71 73 75 78 80 B5 86 89 92 96 99 W
32 P+1-70
+1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1.70 +/•70 +/-70 ~
® rn W a ,°ayS
_ 34 +r70 +170 +/-70 +670 +x•70 +/ao +/70 +/•70 +1.70 +170 +1-70
36 +1-70 +1-70 +170 +170 +670 +/70 +170 +170 +1-70 +/70 +170 a
zC U
38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70,. +/-70 +1.70 +/•70 +/-70 +/-70 Q w 0?5
40 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1.70 o X D- o
42 +/-70 +/-70 +/-70 +/-70 --+/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 LL44 +1-70 -+/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 v Z W �?
46 +/-70 +1.70 +/-70 +/-70 +1-70 +/-70 +/-70 +/•70 +1.70 +1-70 +1-70 +668.6 ❑ a-
0 48 +/-70 +/-70 +670 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1.68.8 +/-66.3 anLL os°a s°luS
60 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +156.6
62 +/-70 +/-70 +170 +1-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-68.5
64 +/•70 +/-70 +1-70 +1.70 +!•70 +/-70 +/-70 +/-70 +159.5 NOTES: UCENS' �(
y 1)BUCK DIMENSIONS SHOWN. Q�, F '•(�P
66 +/-70 +1-70 +/-70 +1-70 +/•70 +/-70 +/-70 +/-70 No.58705
67 +/•70 +/•70 +/-70 +1-70 +1-70 +1-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UPTOTHE ', *=
NEXT AVAILABLE SHORT OR LONG DIMENSION.
60 +/-70 +/-70 +/-70 +1-70 _+1-70 +/-70
62 470 +/-70 +1-70 +1.70 +/-70 MAX.D.C.SPACING IF ANCHORING MAX.O.C,SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET2), ��'•, 57A�
THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FI N PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN
64 +6 F70 +/-70 +1-70 +1.70 - THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL %�s '•.,<ORIDP -
66 '+/-70 +/-70 +1.70 APPLIES O B,COf LRED2)ANCHORS APPLIES TTO(SEETFANBLE )ORS WINDOW WILL COMPLETELY FIT WITHIN. ����Y()/V(SEETAL IENG`�`
68 +/-70 +670
69.649 +/-70 165" 3.9° - A LYNN MILLER,PE
P.E#60706
TABLE 10:
Window Design Pressure,(+1-psf} Its u PRODUCT REVISED s tableos complying with tho Florida
EtulidfngCode
3/16'A Cap-Airspace-7716^A/A with SG for Glass 1 94Type: NOA-too. 17-0614.06
Window Long Side(In) Expiration Date 09/24/2020
Dimensions 69.649 71 1 73 1 75 78 80 85 86 59 92 1 90' 1 99 TABLE DIMENSIONS MAY BE
32 +801-110 +801.114 +80!•110 +80/-110 +601.110 +80/-110 +801-110 +80/-110 +80!•110 +801•UO +801-110 +801-110 ORIENTED VERTICALLY OR ryii rriKDa ro uc n[wr i�ol
34 +801-110 +80l-110 1 +801-110 +801-110 +80/•110 +80/-110 +80/-110 +BW-110 +80/•110 +80/-109.4 1801•108,3 +$01-107.6 HORIZONTALLY AS SHOWN. LONG
36 +841-110 +801-110 +801.110 +80/-110 +801-109,5 +80/-108.6 +80%106.8 +80%106.5 +80%105.6 +801-104,7 +801-103.6 +801-102.9 SIDE
38 +801-109.7 +84f--108.9 +80/-107.8 +80/-106.8 +801-105.5 +801.104.6 +801-102.7 +80/-102,4 +80/-101.4 +801.100.5 +801-99,4 +80/-98,7 -y- LONG SIDE
40 +80/•106.3 +80/-105.5 +801-104,4 +80/-103,3 +801-101,9 +80/-101 +801-99.1 +80146,7 +BW-97.7 +8D1.36.8 +801.95,7 +B01-95 t
42 +801-103.3 +801-1025 +801-101.3 +861-100.2 +801-98.8 +801-97.9 +BW-95.8 +601-95.5 +801-94.5 +801-93,6 +801-92.4 +801-90.7 SHORT
44 +80/-100.7 +801.99.8 +801-9&6 +80/-97,6 +801.96 +BW-95 +B0l-92.9 +801.926 +801-91.5 +80/-90.4 +80/-87.1 +80/-84,7 SIDE I{,�
46 +BDi-98.4 +801-97.5 +WI-96,2 +BOi-95 +801-93.4 +801.926 +801-90,3 +80/-89,9 +80%8&i +80/-85,b +80/-83,1 +801-81.6 �. SHORT '
0 48 +801-96.3 +801.85.4 +841-94.1 +801-929 +801-91.2 +80/-90.2 +801-88• +80/-87.6 +801-&{,6 +801.826 +801-80.2 +/-78,6 NO CHANGES THIS SHEET.
'a 60 +801-94.6 +BO/-93.6 +801-922 +801-90.8 +80/•89.2 +80/-88.2 +80/•85.4 +80/-84,5 +80/-82.4 +e0f-BD,2 +!•77,6to
2
52 +801.93 +801-92 +80/-90.5 +801-89.2 +80197.4 +B01-86.4 +801-83,3 +801-82,5 +80£-80,2 +I-78 LONG SIDE
w
59 +80/•91.7 +84150.6 +801-89.1 +801•87.7 +801-85.8 +801.84.7 +$W-81.3 +801-80.4 +!-7&1
56 +B0/-90.6 +801.89,4 +8W-87,8 +801.86.4 +801.84.4 '+80/-83.2 +l-79.3 +/-78.6 SHORT LONG
57 +801•80 +801-88.8 +BOI-87.2 +80/-85.8 +80/-83.4 +SW-82 +1-78,4 SIDE l� SIDE
y Y IIS
60 +801,$7.2 +80/-86 +801-84 +80/-82,5 +80/-80.1 +/-78.6 .l_ _LU z -q U) Baa
62 +801.84,6 +80/-83.8, +BW-821 +WI-80,4 +1-78 MAX.O.C.SPACING IF ANCHORING MAX O.C.SPACING IF ANCHORING Ty
THROUGH THE FRAME PER SHEETS 3$4 THROUGH'IHE INTEGRAL RN PER SHEET 4 a OI O o
64 +801-829 +801-82 +8q1-e&1 +1-7&4 e2 0
66 +80/•81.1 +PAI-80.1 +/-78.3 APPLIES TO 8,C OR D ANCHORS N �� -1°0 0
SHORT
68 +/-79.3 +1-78.4 (SEETABLE 2) NOTAPpllCA$If GLASS TYPES 14 THROUGH O
69.fi49 +l-77.7 ]3.2" 17 MAY NOT BE USED WITH SIDE O J K Te 0
TABLE 11: J-CHANNEL OR INTEGRAL z U-
FIN FRAMES. S U,} cvg O
Window Design Pressure,(+1-psf) usev mxe z
LU °N
3/16"T Cap-Airspace-7/16"A/A W11Fi SG for�P� 16 a>v q m0
Window Long Side(in) o? $ S to I
Dinwctsions 77.78 78 81 83 86 87 91 94 96 99 104 101_ 111 F W O .
36 +601-110 +801-110 +801-110 +80414 +801.110 +501-110 +801.110 +801.110 +8W-1i0 +801-li0 +801-110 +8W-110 I +801-110 ALLOWABLE MAX.D,GSPACING IF z �
40 +80/-110 +801-110 +80/-110 +8W-110 +00/•110 +801-109.8 +80%148.5 +80/-107.5 +801-1089 +801.106.1 +801-104,8 +BW-104.1 +8W-103.3 ANCHORGROUPS ANCHORINGTHROUGH c` W leans I
PERSHEET2 THE FRAME PER SHEETS O W X ,
42 780/.714 +80/.70&8 +8W-108,8 +80/-107.9 +80/1 7 +8Gt-y06.3 +80/-104.8 +BW 103.8 +8W-1032 +801-100,8 +80/-97.7 +801-96.4 +80/-S4.8 10 5 to
0,CDR D 13,2"
44 +BW-107.3 +80/-106,7 +SW-105,7 +BW-10,4.7 +8(i/-103.4 +80/.103 +80/.101.4 +80/-98,6 +80/9&7 +80/.94.1 +80/-91.4 +80/-90.3 +80/-89,2 V to z
48 +801.102 +80/.101.3 +801"100,3 +80/-99.2 +80157.3 +801-95.2 +BrY•92.6 +BW-90.4 +8-89.2 +80/•87.3 +80/.84.4 +801-82,7 +80/$0,5 C Lu of 11-5
50 +801-99,8 +80/53.1 +8W-98 +8-96,9 +80153.9 +8W-93.1 +80/-89.9 +80/.87.7 +8W-86.2 1 +80/-843 +801-81.1 +1-79,3 +1-77 0 LL z I
61 +BW-98.8 +80/.99 +BW-969 +8-95,8 +801928 +BW-92 +BW-8&7 +80/88.4 +80/85 +80!828 +1-78.8 +1-77.7 +1-75,3 W } LO
I
64 +80/.96.1 +60195.3 +80/-94 +80/921 +8W-89.4 +801.88.5 +80/.85.7 +8W92.7 +801-87.1 +/•78.9 +/-75.3 +1.79,2 +/-70,6 C' > CO n
CO
56 +801.94 +8W93.2 +80/-91.8 +80/-90.1 +8W4Z2 +801-86.3 +80/.828 +80/.80.2 +/-78.6 +/-783 +/-725 +/-70.6
aA1 asap Serra
v 68 +801-81.4 +80190.6 +8(Y-89 +80/•87.5 +80/.05.1 +801-84.2 +80/-80.8 +/-78 +1-76.3 +/-73.8 +)-70,2
LL
� 81 +801-87.8 +80/-67 +80/.85.3 +801.838 +801-81.2 +80/.80.5 +1--77.3 +1-74.6 +1-72,8 +t-70.4 \\`��0%4Y•LYArAj7I7J�,' I
y 63 +80/85.5 +80/434.6 +80/.828 +80/81.1 +l-78.8 +l-78 +1•74.8 +1-72.3 +1-70.6 NOTES: ��.•' 410ENse �(� �� I
64 +80/-B4,4 +801.83.5 +80/.81.7 +/•80 +1-71.5 +1-78,6 +/•73.6 +1-71,2 i)BVCKDIMENStONSSHOWN. Q-;•' .: i
66 +80/-822 +80/-61.2 +1-79.4 +1.77,6 +776 +/-74.2 +/-71 2)FORSIZESN475HOWN,ROUNDUP70THE -'Irr:' NO.68705 -_
88 +/$0 +1.79.1 +1.77.2 +1-75.4 +/-72.7 +1.71,9 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ // •: -
70 +/-78 +/•77,1 +1-75 +1.73.2 +1.70,5 MAX,O,C.SPACING IFANCHURING MAX.O-C,SPACING IF ANCHORING G� tR I
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), + (
72 +J78 +1-75 +1-73 +1-71.1 THROUGH THE FRAME PER SHEETS 3$4 THROUGH THE INTEGRAL FIN PERSHEEr4 FIND THE SMALLEST SQUARE WINDOW SIZE IN %�;kN S TE F uJ�
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 'i Cr '•.AZORLOP•,.•''���
74 +/-74.1 +/•73 +/-71 APPLIES(SEETABLE2�CHORS WINDOW WILL COMPLETELY FIT WITHIN. �isls. •..... \�`\
78 +1.72.2 +1.71.1 NOTAPPUCABLE jONALLELt`'�
77.78 7770.5 13.2'
A LYNN MILLER RE.
' P,E#50705 I
i
TABLE 12: PRODUCT REVISED
as com Iyln with the Florida
Window Design Pressure,(+/-psf Us°thhtable
rA.�'E DIMENSIONS MAYBE Building Co e
,•� In,Glass 18 RITED VERTICALLY OR NOA-No, 17-0614.06
1/8"T Cap-Airspace-7116"FVH with SG Type: ORIZONTALLY AS SHOWN, Pxpiration Date 09/24/2020
Window Lang Side(in) LONG
Dimensions 60.926 64 _ 66 611 70 74 77 80 84 $7 g2 g7 gg E
SIDE BY
�--- y
32 +801.110 +801-iiQ +801-110 -x80(•110 480/410 +80/-710 +801-110 t8N LONG SIDMiam a Produc Con ro
-570 +801•+10 +H0/-510 +801-itp +801-110 +801.110 T- ?r
34 +801-110 +801-110 +84t-110 +841.110 +801.110 +801-110 +601-110 +801-110 +80/-110 +80f-110 +80/-1 t0 +641-110 1 +801-t t0
36 +601-110 1801-110 +801.170 +801•110 +60/-110 +801•110 +801-110 +80!•110 +80F•710 +80/-110 +BO%110 +801.110 1 +80/•110 SHORT
SIDE
38 1801.110 +801-110 +801-110 +801-4110 +$0!•110 +80!-114 +801-110 +80 4/-i
-110 +801-510 +8f0 1861-710 +801-110 y � SHORT
40 +801-110 +801-110 +801-110 +801.110 +80f-110 180/-110 +84/-110 +801.110 +801-110 1801-11Q +80/- ..i- S1DE
42 +80/•110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801.110 +80(-110 +801-110 +801.110
m 44 +801.116 +801-110 +801410 +801-150 +84!•710 +861-110 t801-1110 +80/-110 +808114
y 46 +801.110 +80%110 +801.110 1 +801-110 +801.110 1 +8W-110 +801-110 +801-110 LONG SIDE -►i NO CHANGES THIS SHEET.
2 48 +801.110 +80/410 +80%110 +a0/-110 +80[.110 +80f-110 +801.110 T-
L
rn 50 +801.110 +801-110 +8W-110 +SW-1.10 +8W-110 +80f-110 SHORT LONG LE
:n
52 +801.110 +801-110 +801-110 +801.110 +80/•110 MV.O.C.SPAONG IFANCHORING MAX. SIDE O.0 SPACING IF ANCHORING SIDE
64 +807-110 +8011-110 +801-110 +801-110 1RROU@f7HE FR14ME p£RSH8ETS 3&4 THROUGHRlEiNTEGRALFiN PER SHEET4
56 +$01-11Q +00/410 +BW-!10 APPUESTOB,CORDANCHORS
59 1 +801.110 +801-110 (SEETABLEZ) NOTAPPLICABLE o- Y Go
60.926 +801.110 17.8' r-FIN
ASS TYPES 14 THROUGH ? „��. U) .",8
MAY NOT BE USED WITH
HANNEL OR INTEGRAL SHIDET r+--• G7 85 0 p
TABLE 13; FRAMES. CD N et°0 a
Window Design Pressure,{+t-Pst} usemmce I'n
3116"T Cap-Airspace-7/16"H/H with SG Gies 17 Z
Window Type: 2 rY o o Q ° O
Long Side(In) U Ld 0 o ®a Z
Dimensions 77.76 79 81 _ _$3 86 87 91 94 S6 99 104 147 !12 118 !20 125 136 144 7W-W 10 tE� � DMO
38 +801-110 +80/-110 +8o/-110 +801-110 +80!-110 +801-110 +801-110 +801-110 +801.710 +80l-110 +8cv-110 +801-110 +801-110 +801.110 -Hiom10 +801-110 +80/-110 +801-110 1�„> O W O
40 +806110 +801-110 +80[-110 +BtY-110 +80[+14 +86/-110 +80%110 +801-it0 +a01-110 +801.110 +8W1fD +84/-110 +801-110 +80/•110 +8p/-i 10 180/-tYt7 +80[-110 +Ba 110 Q Z Z
42 +80l-110 +80l-1114 +8Ql-190 +801.110 +801.110 +801-110 +801-110 +801-110 +801-170 +801-110 +80[-110 +801-050 +80[-110 +801.110 +Soli t0 +801-110 +801-110 +801.150 � LL
O
44 +801-110 +801.110 +801-110 +801-110 +801.110 +801-110 +601.110 .+80/-110 +80%110 +801-110 +801-110 +001-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 iZ Q 04
46 +801.110 +80[-110 1841-110 +BtY-it6 +801-110 +BDt-110 +801-110 +80/410 +806150 +801.110 +801-110 +60%110 +80/-110 +801-110 +$01-110 +801-110 ~
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50 +80/-110 ' +80/-110 +801-110 +801-110 +801.110 +60l-110 +BOI-110 +80/-110 +801-110 +80/-1117 +801-110 +601-110. +&U-910 +e0[-i 16 +80/-110 Q Lu tY
61 +80%110 +801-110 +80f-110 +801-110 +1101-110 +80/•110M
10 +801-110 +601.710 +801-110, +80%110 +801-110 +806110 G
64 +80/-110 +801-110 +80/-110 +801-110 +801.110 +801-11010 +8Wd 10 +80/-010 +SQ'-110 t80f-110 +807.110 p U) Z
G 66 +801-110 +801-110 •x801.110 +80[.110 180/-110 +801-1100 +80/-110 +80/•110 +80/-110 +80/-110
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56 +801.110 +801-110 +80/-110 +80[-110 +8Q/-110 +801.1100 1 +801-110 +806510 +80/-110LL z
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in 63 +80/-110 +80%110 +801-110 +8N-110 +801.110 +8D6110 +80[.110 +801-110 +801-110 Q a
64 +801.150 +BOf-714 +601-110 +8Qf-174 +801.170 +80f•114 +841-170 +SW-1 16 ap1 oce0 s,los
66 +801-110 +806110 +801-110 +801.110 +00/-110 +801-110 +80%110
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71
66 +8D1-11D +801.110 +801-710 +801-110 +801.510 +SO/-710 - ---� ..._� �
y�70 +806110 +801410 +001.110 +$01-110 +806110 MAX.D.G SPAONG IFANCHORING MA%.O.0 SPACINGIFANCHORINGTHROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEfT4Clz +eo617o +sor4lo +eor-110 +ea-it6 Td +801.110 +SW--116 +801510AFPLIESTp B,CORORNCHORS 68706
76 +806110 4801-110 (SEETABLE2) NOTAPPUCABLE77.76 +801-110 gn . TE ��4.
F
NOTES: ORID7�,.•'Gg>�
1)BUCK DIMENSIONS SHOWN. �771ratVA�iENi�``
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 IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E.
P,E.#58705 j
i
1 1500" 3.500" Ih 3500" 3,500•
7 � 1.37 .075' .0
6" .F-1 ..
.355' .075 .075' 75'
5 .060'
OANCHOR COVER IIIInnIIIfIf�I�I IIIInnIIIIIII IIIInIIII
a❑� 2.166' a❑V 2.1fi5 (Co� 1:1I� 2.166' F 2.185
��r .301" o o o —i v o
f1� yl .625- O .625'
O7/8'BEAD T 1.375' O -CHANNEL FRAME r 2O FLANGE FRAME 1.875" O3 INTEGRAL FIN FRAME 4O EQUAL LES/BOX FRAME
864' 175' 1 I{
o SILICONE HOT-MELT BUM &ANT
ALUMINUM POLYISO-- DESICCANT FILL AREA
STRUCTURAL MENT BUTYLENE
5118"NOM.
STRUCTURAL SILICONE3116'NOM. SEAL
O 1'BEAD 1!4'NOM. FOAM BUSILICONE SEAL
POLYISOBUTYLEN WITHROLL-FORMED
WITH DESICCANT DESICCANT DESICSTAINLESS STEEL
FINT.GLASS
EXT.GLASS EXT.GLASS EXT.GLAS
EXT.GLASS
PRODUCT REVISED
NIRERED as complying with the Florida
CORNERS WITH Building Codo
INTERIOR AND INT.GLASS INT.GLASSSS NOA=No. '17-0614.06
EXTERIOR
WELDS SUPER DURASEAL® XL EDGE'°" Expiration Date /24/2020
WELDS
4SG TPS e1 SPACER'DNXT'" OSPACER SPACER By
Miam!=ProductControl
TABLE 14:
# Part# Description Material
620139' ,I charm Fre me PVC
2 620140 Flange Frame PVC .
3 820141 Integral Fln Frame PVC
4 820142 Equal L.eg/Box Frame PVC
5 820133 Anchor Cover _ PVC .
5 8 720138 718"IG Glazing Bead PVC
7 '720135 1"IG Glazing Bead PVC NO CHANGES THIS SHEET.
FRAME 74 Backbedding,GE 77DO or DOW 791 Slllcone
ASSEMBLY DETAILS 7 78 1 71646N Setting Block(7/8"x 1'x 1/81),85+1-5 duro. I PVC
90 2DI60A Fr maASsamblyTUbe Alum.800ST5
91 20177 H.
Flush Cap PVC
1 92 20178 Deep Fush Cap PVC
93 20132
EXTERIOR Frame Assembly Tube End Cap PVYLYC
\`1111111rl/�r4
i
1070 TECHNOLOGY DRIVE .�%`�N cENNN'��l
N.VENICE,FL 34275 � U sF
NOTES: '
1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING (941)-480-1800 No.58705
Part# Descrl tion Material FOR CLARITY. — *�
P, FORCHANNEL FRAME SHOWN,PART M.OTHER FRAME COPYRIGHT02017 PGTINDUSTRIES,INC. - 0;�
CERT.OF AUTH.029296 ALL RIGHTS RESERVED ' /��-
80 Kommedin 4SG TSS Spacer System TYPES,PARTS#2-4,APPLY. m %O •, STA FI
g p y See this 3)ITEMS#873,7577&78 ARE NOT USED AND ARE m VINYL FIXED CASEMENT WINDOW NOA(LM)` 9/9/14 ���< "40RIOP.•' ���
81 Quanex Super Spacer nXr With Hot Melt Butyl NOT PART OF THIS APPROVAL. 4 %, S ' ••.-••• CGSheet
82 QuanexDutasealSpacer Materials CODEERGIPVCTOBEIABELEDFORAAMAEXTRUDER gOMBASSEMeLY oRI JROSOWSKI '�rs,1�NALIEN���
83 Cardinal XL Edge Spacer ° A LYNN MILLER,P.E
REFERENCE TES REPORTS:FTL-0717,6968&6970 a
PW-5W �, NTS 13 OF 13 z° MD-5540.0 B p,E.#68706