HomeMy WebLinkAboutAPPROVED NOA-01 MIAMI•DADE MIAMI-DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform
in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the
right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PW-5520 Vinyl" PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 11 of 11, dated 09/09/14, with revision C dated 03/16/20, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in
the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
it shall be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 19-1126.10 and consists of this page 1 and evidence pages E-1, E-2,E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.20-0401.16
Mu Noea°e Expiration Date: April 30,2025
Approval Date:August 06,2020
T7/30/20 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0930.25)
2. Drawing No. MD-5520.0 titled"Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision B dated 06/06/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-0614.09)
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door, a
PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717,FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16
and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.12)
2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5'
Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 14-0930.25)
2. Glazing complies with ASTM E1300-09
Manuel Perez,P.E.
Product Control Ex n r
NOA No.20- 01.1
Expiration Date: April 30, 5
Approval Date:August 06,2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions
USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC
Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on
04/16/20.
5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions
USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for
Windows and Doors, approved on 01/17/19, expiring on 02/04/21.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 611 Edition (2017), dated
November 22, 2019, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
(Submitted under NOA No. 19-1126.10
2. Statement letter of no financial interest, dated November 22, 2019, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 19-1126.10
3. Proposal issued by Product Control Section, dated 06/26/14, signed by Jaime Gascon,
P.E. Supervisor, Product Control Section.
(Submitted under NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0629.12)
G. OTHERS
1. Notice of Acceptance No. 17-0614.09, issued to PGT Industries, Inc. for their Series
"PW-5520 Vinyl"PVC Fixed Window—L.M.I. ap d n 10/26/17 iring
on 04/30/20.
Manuel P rto.01.16
P .
Product Control Ex
NO No.20-Expiration Date: April 3
Approval Date:August 06,2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-5520.0 titled"Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision C dated 03/16/20,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F588 and TAS 202-94
along with marked-up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)
FTL-20-2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)
FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and
FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 09/18/14, 04/07/15 and updated on 03/19/20 to the new FBC 7t'
Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
'7141apiw
Manuel Perez,P.E.
Product Control Ex n r
NOA No.20- 01.1
Expiration Date: April 30, 5
Approval Date:August 06,2020
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas®XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions
USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC
Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on
04/16/20.
5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions
USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for
Windows and Doors, approved on 01/17/19, expiring on 02/04/21.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6`Edition (2017) and the
FBC 7th Edition (2020), dated March 16, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated March 16, 2020, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 19-1126.10, issued to PGT Industries, Inc. for their Series
"PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 01/09/20 and expiring
on 04/30/25.
Manuel Perez,P.E.
Product Control Ex m r
NOA No.20-0401.1v
Expiration Date: April 30, 5
Approval Date:August 06,2020
E-4
GENERAL NOTES: SERIES 5520
IMPACT RESISTANT, VINYL FIXED WINDOW IMPACT RATING DESIGN PRESSURE RATING
LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF IMPACT RESISTANT TABLES 4-13,SHEETS 6-10
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX.BUCK WIDTH SEE TABLES 4-13
BUCK WIDTH SEE TABLES 4-9 MAX.HORT OR LONG SIDE)2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. ( (SHORT OR LONG SIDE)
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD MAX.O.C.SEE 1.25"MAX.
LITE(CAP)MUST TEMPERED. B,SEE eF ——— TABLES 4-13 6"MAX. D,SEE ___ MAX,O.C.SEE TABLES 4 99
SHEET 3 j SHEET 4
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY °
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER I, I
VISIBLE
ANCHOR TYPE. VISIBLE
j LIGHT WIDTH MAX.BUCK I LIGHT WIDTH
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. I HEIGHT,SEE
———I---------------------------- ------ --—I——------------------------ —
�— -- TABLES4-13 �— • -- -----
I X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD j
BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED) if I j (LONG OR j 1
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK 1 ! SHORT SIDE) I C)UPDATED TO FBC 2020,
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR / VISIBLE / VISIBLE REVISED ANCHOR TYPE
ARCHITECT OF RECORD,(AOR). A j LIGHT A,SEE C c
j LIGHT C,SEE o TABLE.
i HEIGHT SHEET 3 I HEIGHT SHEET 4 AK-03/16/20
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I j
STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION I / j / MAX.BUCK
ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER j I
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE I HEIGHT,SEE
SCOPE OF THESE INSTRUCTIONS.
MAX.O.C. I I TABLES 4-9
SEE TABLES I (LONG OR Y U
j G7 na
6)MAX. 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR.LOCATION WHERE THE PRODUCT 4-13 I MAX.O.C. i SHORT SIDE) > \ a
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED SEE • I
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS I TABLES i a p rn 0
• p
co
IMPOSED ON THEM BY THE WINDOW. j 4-9 I• I N aaoa O N
B --------� 6"MAX. ••— D -------J .1.25"MAX.•�I I� O U)
7)DESIGN PRESSURES: J �'� -�
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME TYP. EQUAL-LEG/BOX& TYP -. INTEGRAL FIN & J-CHANNEL Z u 0 umo a
ANALYSIS AND GLASS PER ASTM E13oo. FLANGE FRAME (90° CORNERS) FRAME (90° CORNERS) = Llw
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. (ANCHORED THROUGH NAIL FIN) W V 0000
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1.25"MAX• H Z d U) IN
6"MAX. —�-{ O � 2 Z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE 6"MAX. Q Q LL
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR MAX O O
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO O,C. \ MAX.O.C.SEE O•C• W
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE MAX.SEE TABLES SEE LLI
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. TABLES 4-9 m O hays
4-13 TABLES ® rn � o2S
N
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER 4 9 z W H
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING MAX.O.C. z Z
SEE TABLES O O
JURISDICTION. / VISIBLE 4-13 VISIBLE I= W Z aloas
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;DEWALT ULTRACON+ LIGHT / LIGHT X Q o
NOA;ELCO/DEWALT CRETEFLEX NOA;ELCO/DEWALT AGGRE-GATOR NOA;ENERGI WINDOWOf HEIGHT HEIGHT LL C4
AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC MAX. BUCK w W U-)
EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, / MAX.BUCK / HEIGHT,SEE Z W
ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL HEIGHT,SEE TABLES
TABLES 4-9 (LONG OR al}!1 osap sauas
11)"PVB"= .090"TROSIFOL®PVB BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE)
"SG"_.090"SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC.
LIGHT WIDTH SHORT SIDE) LIGHT WIDTH `11 i I t 1 I 1 t 1 t//
6"MAX. /
� c,v
GENERAL NOTES... .................,1 VISIBLE LIGHT FORMULAS
�, �� ENs Flo r
• • • ° • •
....
ELEVATIONS.................................1
WIDTH:BUCK WIDTH-4-3/16" �' '� —► -�.— MAX.O.C.SEE TABLES 4-9 —►� �— 1.25"MAX.
FRAME,GLASS&ANCHOR MAX.O.C. 6"MAX. 1.25"
OPTIONS.................. HEIGHT:BUCK HEIGHT-4-3/16" SEE TABLES 4-13
...........2 MAX. .- ��- :' No. 5$705 _
INSTALLATION,FLANGE& CODES/STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 4-9
MAX.BUCK WIDTH SEE TABLES 4-13 I'All
EQUALLEG..........................3 • 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE)INSTALLATION, INTEGRAL FIN& . 2017 FLORIDA BUILDING CODE(FBC),6TH EDITIONTYP. EQUAL-LEG/BOX& TYP. INTEGRAL FIN & ;�® '• E �4/�;
J-CHANNEL...............::.........4 • ASTM E1300-09 J-CHANNEL FRAME (CURVED OR
GLAZING DETAILS...........:...........5 o ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION FLANGE FRAME (CURVED �C� LCRID \�\�
DESIGN PRESSURES..................G-10 • ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) ANGLED CORNERS) Cl'
BOM&ASSEMBLY. SSr....11 • AISI S100-16 (ANCHORED THROUGH NAIL FIN) 'i/0NAL
• AISC 360-16 A.LYNN MILLER,P.E.
P.E.#58705
TABLE 1:
Glass Table "A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Type Description # "H"=HEAT STRENGTHENED
"T"=TEMPERED
7 7/8" Laminated I.G.: 1/8"A Exterior Cap+ 7116"Air Space+ 5116" Laminated; (2) Lites of 1/8"A Glass with .090" PVB Interlayer 4 "PVB"=.090"TROSIFOL®
8 7/8" Laminated I.G.: 1/8"T Exterior Cap+ 7116"Air Space+ 5/16" Laminated; (2) Lites of 1/8"A Glass with .090" PVB Interlayer 5 PVB BY KURARAY joAMERICA,INC. BOX 9 7/8" Laminated LG.: 3/16"A Exterior Cap + 318"Air Space+ 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 "SG"_.090"SENTRYGLAS® Q EQUALAL10 7/8" Laminated I.G.: 3/16" T Exterior Cap + 3(8"Air Space+ 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 6 INTERLAYER BY KURARAY FLANGLEG
11 1" Laminated I.G.: 1/8" T Exterior Cap + 7/16"Air Space + 7/16" Laminated; (2) Lites of 3/16"A Glass with .090" PVB Interlayer 7 AMERICA,INC.
12 1" Laminated I.G.: 3/16"A Exterior Cap+ 3/8"Air Space + 7/16" Laminated; (2) Lites of 3/16"A Glass with .090" PUB Interlayer 8 � o�
13 1" Laminated I.G.: 3/16"T Exterior Cap+ 3/8"Air Space+ 7/16" Laminated; (2) Lites of 3/16"A Glass with .090" PVB Interlayer 9
14 1" Laminated I.G.: 3/16"A Exterior Cap+ 3/8" Air Space+ 7/16" Laminated; (2) Lites of 3116"A Glass with .090"SG Interlayer 10
15 1" Laminated I.G.: 3/16"T Exterior Cap+ 3/8"Air Space + 7/16" Laminated; (2) Lites of 3/16"A Glass with .090" SG Interlayer 11
GLASS TYPES 14 THROUGH
16 1" Laminated I.G.: 118" T Exterior Cap + 7/16"Air Space+ 7/16' Laminated; (2) Lites of 3/16" H Glass with .090" SG Interlayer 12 17 MAY NOT BE USED WITH NC:3
1
J-CHANNEL OR INTEGRAL
17 1" Laminated I.G.: 3/16"T Exterior Cap+ 3/8"Air Space+ 7116" Laminated; (2) Lites of 3/16' H Glass with .090"SG Interlayer 13 • J-CHANNEL FIN FRAMES. INTEGRAL FQ
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
FIN
Group Anchor Substrate Min. Edge Min.
t* *MIN. D 3 THREADS
Distance Embedmen
BEYOND THE METAL
#10 SMS P.T. Southern Pine(SG=0.55) 7/16" 1-3/8" SUBSTRATE.
(steel, 18-8 S.S. Steel,A36* 3/8" 0.050"
or 410 S.S.) Steel Stud,A653 Gr. 33* 3/8" 0.0451"(18 Ga.) "UNGROUTED CMU"
A Aluminum,6063-T5* 3/8" 0.050" VALUES MAY BE
3/16"steel Ultracon or P.T. Southern Pine(SG=0.55) 7/16" 1-3/8" USED FOR GROUTED
Ultracon+ Concrete(min. 3 ksi) 1" 1-3/8" CMU APPLICATIONS.
3/16"steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4"
3/16"steel Ultracon+ Ungrouted CMU, (ASTM C-90) 1" 1-1/4"
#12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1-3/8"
(steel, 18-8 S.S. Steel,A36* 3/8" 0.050" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
or 410 S.S.) Steel Stud,A653 Gr. 33* 3/8" 0.0451"(18 Ga.) BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10.
B Aluminum, 6063-T5* 3/8" 0.063"
1/4"steel Ultracon or LONG LONG. LONG SHORT
P.T. Southern Pine(SG=0.55) V 1-3/8" I" - SIDE ") I-�- SIDE - �� ��- - SIDE ►{ SIDE (-•
Ultracon+ T
----- -------- -------- ------- r----------- ----------� r--- ---
1/4"steel Creteflex P.T. Southern Pine(SG=0.55) 1" 1-3/8"
1/4"steel Aggre-Gator P.T. Southern Pine(SG=0j55) 1" 1-3/8'' 0wo ; wo
Concrete min. 2.85 ksi 1" 1-3/4" =u) i ; �� O=�
1/4"steel Ultracon cn i i cn
Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" i W
C Concrete(min. 3 ksi) 1-3/16" 1-3/4" g
1/4"steel Ultracon+ 07
Ungrouted CMU, (ASTM C-90) 1" 1-1/4" LONG LONG LONG LONG LONG (9
1/4"steel Creteflex Concrete(min. 3.35 ksi) 1" 1-3/4" ---SIDE I! SIDE f ' SIDE �-{ ff SIDE �{ SIDE �-� zz
------- A
---1/4"steel Ultracon Concrete(min. 2.85 ksi) 2-112" 1-3/4" 1i1/4"steel Ultracon+ Concrete(min. 3 ksi) 2-1/2" 1-3/4" �w �wMw C) REVISED ANCHOR TYPE
1/4"steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Ooi 00; ; OD00 00 TABLE.
=cn i =cn i =cn =cn =cn c
D Concrete(min. 3.35 ksi) 2-1/2" 1-3/4" � / � <n i i cn o AK-03/16/20
1/4"steel Creteflex i i A2
Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" i ; u
Concrete(min. 3.275 ksi) 1-1/2" 1-3/8° L___ ___J L__ __J
1/4"steel Aggre-Gator Grouted CMU, (ASTM C-90) 2" 2"
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 0 W t W
Material Min. F�, Min. F r� ���{ L l pal
Min.Edge Min. 1070 TECHNOLOGY DRIVE e11er� I:
Group Anchor Substrate Steel Screw 92 ksi 120 ksi ��\ �` '. rl Jf��
Distance Embedment* �>. Ll
18-8 Screw 60 ksi 95 ksi e \ •' (<`
N. VENICE FL 34275 .. q-.. -
E 2-1/2"x .131"Common Nail P.T. Southern Pine(SG=.55) 3t8" 2-7/16" ✓�
410 Screw 90 ksi 110 ksi 941 480-1600 No. 58705 ,
2-1/2" Ring-shank Roofing Nail P.T. Southern Pine(SG=.55) 318" 2-7/16" ( )- = �$
Elco/DeWalt Aggre-Gator@ 57 ksi 96 ksi
P.T.Southern Pine(SG=.55) 1/2" 1-3/8" Elco UltraConO 155 ksi 177 ksi ® r a 441
t3T
#10 Trusshead SMS Aluminum,6063-T5* 3t8" 0.050"(steel, 18-8 S.S. 3/16"DeWalt UltraCon+p 117 ksi 164 ksi REGISTRATION#29296 - �J1`Steel Stud,Gr. 33* 3!8" 0.0451" 18 Ga.or410 S.S.) ( ) 1/4"DeWalt Ultracon+® 148 ksi 164 ksi E 01
F Steel,A36* 3/8" 0.050" *MIN.OF 3 410 SS Elco/Dewalt CreteFlex® 127.4 ksi 189.7 ksi VINYL FIXED WINDOW NOA (LM&SM) o 9/9/14 % ` ' .p4oi Oi\,.
P.T.Southern Pine(SG=.55) 9/16" 1-3/8" THREADS o ✓�r ..,•,;
#12 SMS Aluminum,6063-T5* 3/8" 0.063" BEYOND 6063-T5 Aluminum 16 ksi 22 ksi 3 ��� �ONAL. e\i\�
THE A36 Steel 36 ksi 58 ksi GLASS/ANCHORS/FRAME OPTIONS o m J ROSOWSKI �!!r t t r I I t 4
(steel, 18-8 S.S. Steel Stud, Gr. 33* 3/8" 0.050" `�
or 410 S.S.) METAL Gr. 33 Steel Stud 33 ksi 45 ksi
Steel,A36* 3/8" 0.050" SUBSTRATE. PW 5520 ° NTS 12--j 2 OF 11 o z° M D-5520.0
C A.LYP E.#58705 P E
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 CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. I EMBEDMENT
ANCHORED THROUGH EDGE DISTANCE 1/4"MAX. l _
FRAME INTO 2X WOOD SHIM
MAX. (r
FRAME OR BUCKSTRIP. SHIM SHIM
2 4
SEE NOTE 2,THIS SHEET. EDGE " <".� EDGE
C EMBEDMENT DISTANCE 5 DISTANCE
FLANGE
FRAME � ° Al
SHOWNTYP.ANCHOR
o
�1/4"MAX. TYP,ANCHOR TYPE, a e 1"THICK I.G. EMBEDMENT ANDPE
2 SHIM DISTANCE PER EMBEDMENT AND EDGE • EDGE DISTANCE PER
TYP.ANCHOR TYPE, SUBSTRATE, ° e•° "° • SUBSTRATE,SEE
EMBEDMENT AND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2.
6 EDGE DISTANCE PER 'a
SUBSTRATE,SEE
5 °
TABLE 2,SHEET 2. 7!8"THICK I.G. 0
FLANGE EXTERIOR f VISIBLE LIGHT WIDTH
FRAME n
7 EQUAL-
SHOWN LEG/BOX
NOTES: FRAME
7/8"THICK I.G. BUCK WIDTH SHOWN
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW.
DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET 2.
PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN
BUCK VISIBLE 1-1/2"THICK ARE TO BE CONSIDERED 1X 1!4"MAX.
HEIGHT LIGHT INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL 1/4"MAX.SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD
BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR SMS ,S SEE
2
GREATER. 1 X AND 2X BUCKS(WHEN USED)SHALL BE TABLE 2,SHEET 2.
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD. (�
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED
TO AS DAYLIGHT OPENING)IS MEASURED FROM
I"THICK I.G. BEADING TO BEADING. EQUAL
FLANGE
FRAME LEG/BOX C) NO CHANGES THIS SHEET.
SHOWN FRAME AK-03/16/20
TYP.ANCHOR TYPE, o SHOWN o 0
EXTERIOR Q EMBEDMENT AND LE EXTERIOR 0
U 4 EDGE DISTANCE PER
a SUBSTRATE,SEE INSTALLATION INSTALLATION
EQUAL- M di TABLE 2,SHEET 2. OPTION 4 OPTION 4
LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL
FRAME 1/4"MAX.SHIM � � S`s� L f f�€��/��f
SHOWN 1070 TECHNOLOGY DRIVEL 'O; v f tirf—_I
N. VENICE, FL 34275 • ' �
s
" (941)-480-1600 No, 53705
EMBEDMENT
REGISTRATION#29296
,Q VISIBLE LIGHT FORMULAS 0 ' sTAT�
INSTALLATION • ° ' . �1r�
WIDTH:BUCK WIDTH-4-3/16
OPTION 2 HEIGHT: BUCK HEIGHT-4-3/16"
z VINYL FIXED WINDOW NOA (LM&SM) 0 9/9/14 ,f�C , •.�[� It> .• � �
ANCHORED THROUGH EDGE DISTANCE
FRAME DIRECTLY INTO o FLANGE & EQUAL-LEG/BOX FRAMES o m J ROSOWSKI `rr j
CONCRETE/CMU. VERTICAL SECTION B—B m c� > A.LYNN MILLER,P.E.
PW-5520 NTS 3 OF 11 q Z MD-5520.0 a C REM58705
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION
INSTALLATION OPTION 6
1/4"MAX.SHIM ANCHORED THROUGH FRAME INTO 2X WOOD OPTION 5 114"MAX.SHIM
INSTALLATION OPTION 5 EMBEDMENT FRAME OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. ANCHORED THROUGH INTEGRAL FIN I EDGE DISTANCE
ANCHORED THROUGH
INTEGRAL FIN INTO 2X WOOD EMBEDMENT ► O (MAY BE INSTALLED INTO CONCRETE,SIMILAR TO INTO 2X WOOD FRAME OR BUCKSTRIP.
INSTALLATION OPTIONS 2&3) SEE NOTE 2,THIS SHEET. 0
FRAME OR BUCKSTRIP:SEE
NOTE 2,THIS SHEET.
EDGE DISTANCE EDGE 1 3
DISTANCE � 5 Q
J-CHANNEL
FRAME
SHOWN O _
o EMBEDMENT
1
1.THICK I.G.
1/4"MAX.SHIM TYP.ANCHOR TYPE,
�Q ��
EMBEDMENT AND
TYP.ANCHOR TYPE, EDGE DISTANCE PER_ ...............
EMBEDMENT AND EDGE SUBSTRATE,SEE
6 a DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. TYP.ANCHOR TYPE,
SEE TABLE 3,SHEET 2. INTEGRAL
5 (SCREW SHOWN) FIN EMBEDMENT AND EDGE
(NAIL SHOWN) �p 7/8"THICK I.G. O FRAME DISTANCE PER SUBSTRATE,
J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH SHOWN SEE TABLE 3,SHEET 2.
7 (NAIL SHOWN)
FRAME (�
7/8"THICK I.G. NOTES: SHOWN v
1)USE ONLY SUBSTRATE-APPROPRIATE BUCK WIDTH
ANCHORS LISTED ON TABLES 2&3,SHEET 2. HORIZONTAL SECTION C-C
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE WINDOW. FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2.
AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS ALSO FOR DADE-APPROVED MULLION
BUCK VISIBLE THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X --- ---
HEIGHT LIGHT INSTALLATIONS. 1 X WOOD BUCKS ARE OPTIONAL
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4"MAX.SHIM 1/4"MAX.
#10 OR#12 STEEL
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK SMS(G5),SEE SHIM
OR GREATER. 1X AND 2X BUCKS(WHEN USED) TABLES 2&3,
SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2.
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS
1"THICK I.G. MEASURED FROM BEADING TO BEADING.
FIN AND/OR
FLANGE MAY BE C) DADE MULLION NOTE,
REMOVED IN-FIELD INSTALL. OPTION 6 NOTE.
Lo INTEGRAL FIN EXTERIOR o AK-03/16/20
O TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN p
EXTERIOR 3 AND EDGE DISTANCE PER \J
a 77
SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8
INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME,
FIN INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.
FRAME 1/4"MAX. t r
SHOWN o o SHIM 1070 TECHNOLOGY DRIVE ,b
O r
N. VENICE, FL 34275
INSTALLATION �•°'
OPTION 5 EDGE (941)-480-1600 * ° No. 58705 ��Y
ANCHORED THROUGH DISTANCE ® i
d
INTEGRAL FIN INTO 2XIVyl '
WOOD FRAME OR VISIBLE LIGHT FORMULAS REGISTRATION#29296 li
BUCKSTRIP.SEE NOTE 2, WIDTH: BUCK WIDTH-4-3/16" VINYL FIXED WINDOW NOA (LM&SM) jil 9/9/14 1.
TE U ,�~
THIS SHEET. EMBEDMENT , °=.`Cfa!D ..'
HEIGHT:BUCK HEIGHT-4-3/16"
c e
VERTICAL SECTION D-D J-CHANNEL& INTEGRAL FIN FRAME oma J ROSOWSKI r`'�;ONAL \ti�'�
o/1111111
A.LYNN MILLER,P.E.
3 _�j
PW 5520 NTS 4 OF 11 o z MD-5520.0 � C P.E.#58705
7/8"NOM. � � 7/8"NOM. � � 7/8"NOM. � --►-{ 7/8"NOM.
5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB
7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE
1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS
aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR
80-83 80-83 80-83 (80-83_L
L u
GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 C) 0 CHANGES THIS SHEET.
-
GLASS TYPE 7 AK 3/16l20
N
N
1"NOM. -�{ � 1"NOM. � � 1"NOM: � � 1"NOM.
TF_�_ w
Y U
7/16"A/A PVB 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG rn �aa
Q 0 O o
7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE N 1400 O 0
N
1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 3/16"A GLASS 0 M
a EXTERIOR a a a LL O
e
Z UMD IQ
UU o
80-83 80-83 80-83 80-83 W Z 0 'ON
o LU 06 HMa
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 > <
oZ w
O 0
z
® rn Q }aayS
1"NOM. 1"NOM. -�-{ 1"NOM.
N Z J c/)
z '� ~
o H Z
7/16"A/A SG 7/16" H/H SG 7/16" H/H SG EXTERIOR F- LL z N
Lo
3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE a w Z N
1/2"NOM.GLASS
3/16"T GLASS 1/8"T GLASS 3/16"T GLASS 80-83 BITE TYP. 5; 1 3 1 11
a EXTERIOR a EXTERIOR �]EXTERIOR
al}i1 •osaQ sar�aS
6 7 74 „s ,
80-83 80-83 80-83
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 = P N0. 8705
ZZ
A..=ANNEALED °• , ^ °• ° !1 12 .:
"H"=HEAT STRENGTHENED GLASS TYPES 14 THROUGH • �{ �; gyp ,
"T"=TEMPERED 17 MAY NOT BE USED WITH rrr c9 r, ��
PPVB BYKURARAYAMERICA,INC. ® FIN FRAMES R INTEGRAL TYP. GLAZING DETAIL ,_�TOAL �a
!!! Il
"SG"_.090"SENTRYGLAS®
A.LYNN MILLER,P.E.
INTERLAYER BY KURARAY AMERICA,INC. P.E.#58705
TABLE 4:
this table
Window Design Pressure, (+/-pst) Use for Glass 7
1/8"A Cap-Airspace-5/16"A/A with PVB Type:
Window Long Side(in) TABLE DIMENSIONS MAY BE
Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
18 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50
LONG
20 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 SIDE
22 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +l-50 — LONG SIDE
24 +/-50 +/-50 +/-50 +/-50 +l-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50
26 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 SHORT
28 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 SIDE
30 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 SHORT
.^ � SIDE
-
32 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 C) 0 CHANGES THIS SHEET.
� AK 03/16/20
co 34 +/-50 +/-50 +/-50 +/-50 +l-50 +/-50 +/-50 +1-50 +/-50
0
0 36 +/-50 +/-50 +/-50 +/-50 +l-50 +/-50 +/-50 +/-50 LONG SIDE —®)
(n 38 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 T-
40 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 SHORT MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING O
42 +/-50 +/-50 +/-50 +/-50 +/-50
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 SIDE SIDE C)
Y
44 +/-50 +/-50 +/-50 +/-50 APPLIES TO A,B,COR D ANCHORS APPLIES TO E OR F ANCHORS
46 +/-50 +/-50 +/-50 (SEE TABLE 2) (SEE TABLE 3)
48 +/-50 +/-50 O ci
15" 4 '- � aloo O N
51.05 +/-50 _ I SHORT O ' L0
J M
�7
,
SIDE O J o Fg Q
LL � UMDJQ
= W
UU
TABLE 5: H Z d ON
.�
Window Design Pressure,(+/-psfl Use this tabs o 06 Dmo
W>
for Glass 8 ti -1 <
1/8" T Cap -Airspace-5116"A/A with PVB Type: Z o W LL
o
Window Long Side (in) z Ill
co
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 <
32 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 co O W laags
call34 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-47.3 +/-46.7 ® 0) Z �
N z D CO
36 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-47.5 +/-45.4 +/-44.6
Z � Z
38 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-49.1 +/-46.1 +/-43.9 O
t— W Ix a1DOS
40 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +l-48.2 +/-45.1 X a-
p
42 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-49.8 +/-47.4 W z LO
J (� LO
.- 44 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-48.9 Z W
a CL
46 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 �
+/-50 +/-49.9
0 48 j +/-50 j +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 al}il asap sauaS
U) 50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING �\, LY/'Jr�1
52 +/-50 +1-50 +/-50 +/-50 +/-50 °l r�
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 4 s
NOTES:
54 +/-50 +/-50 +/-50 +/-50
APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS 1)BUCK DIMENSIONS SHOWN. "
56 +/-50 +/-50 +/-50 (SEE TABLE 2) (SEE TABLE 3) Np. 58705
58 +/-50 +/-50 15" 3.5"FOR E ANCHORS,4"FOR F ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION. /A >
60.926 +/-50 vj'
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
STATE F
FIND THE SMALLEST SQUARE WINDOW SIZE IN �"•. �f
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL if r�4° '<.'LOF IU,
WINDOW WILL COMPLETELY FIT WITHIN.
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 6:
Window Design Pressure, (+/-psfl Use this table
3/16" A Ca -Airspace-5/16"A/A With PVB for Glass 9 & 10
3/16" T Ca -Airspace 5/16"A/A With PVB Types:
TABLE DIMENSIONS MAY BE
Window Long Side(in) ORIENTED VERTICALLY OR
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN.
32 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 LONG
34 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 f- SIDE+---- LONG SIDE /
36 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50
38 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50
40 +/-50 +l-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 SHORT
SIDE
42 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 SHORT
44 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 SIDE
C) NO CHANGES THIS SHEET.
U) 46 +/-50 +/-50 +l-50 +/-50 +/-50 +/-50 +/-50 +/-50 AK-03/16/20
0 48 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50
50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 LONG SIDE —►I
52 +/-50 +/-50 +/-50 +/-50 +/-50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING
54 +I-50 +/-50 +/-50 +/-50
THROUGH THE FRAME PER SHEETS &4 THROUGH THE INTEGRAL FIN PER SHEET 4 SHORT
APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS SIDE LONG
56 +/-50 +/-50 +l-50 SIDE Y U
(SEE TABLE 2) (SEE TABLE 3) LU d
58 +/-50 +/-50 > naa
60.926 +l-50 15" 3.5"FORE ANCHORS,4"FOR F ANCHORS 0)
0
N m
O
N
_I LO
SHORT O M
TABLE 7: 'l SIDE � 00 ,fig p
Z CO Um°.10
Window Design Pressure,(+/-psfi) Use this table = Li
for Glass 11 U U 0
1/8" T Cap-Airspace-7/16"A/A with PVB Type: � z
(n 'ON
Window Long Side (in) 0 W �Ma
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 0 Z 0-) U) r-
32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 a0 J 0
O
34 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 < 1-
36 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 co O W #aa4S
38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ® N W
N Z � U)
40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 z � U Z
42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 22 W w al°aS
44 +l-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 X tl p
F- L- Z N
v) 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 J (DLO
LO
L 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 W Z 5
U) 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 j p a
52 +/-70 +/-70 +/-70 +/-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING al7ll asap sauas
+(-70 +/-70 +/-70 +/-70
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
54 �tt2fDt/1
APPLIES TO B,C OR D A I HORS APPLIES TO F ANCHORS `�
56 i
+/-70 +/-70 +/-70 (SEE TABLE 2) (SEE TABLE 3)
58 +l+/-70 +/-70 15.5" 4" NOTES:
BU K DIMENSIONS SHOWN. 1f
60.926 -70
2)FOR SIZES NOT SHOWN,ROUND UP TO THE ~�? NO. 56705
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), r
FIND THE SMALLEST SQUARE WINDOW SIZE IN a °. 3 i AT_CIF'
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL N �
WINDOW WILL COMPLETELY FIT WITHIN. !; ' , ••• °
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 8:
Window Design Pressure,(+/-psf) Use this table
for Glass 12
3/16"A Cap-Airspace-7/16"A/A with PVB Types:
Window Long Side(in)
TABLE DIMENSIONS MAY BE
Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR
32 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 HORIZONTALLY AS SHOWN.
34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 LONG
36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 SIDE
�-- LONG SIDE
38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 � �/
40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70
42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 +/-66.7 SHORT
SIDE /
44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-66.4 +/-63.7 SHORT
46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-67.4 +/-63.9 +/-61.7 SIDE
_ C) NO CHANGES THIS SHEET.
48 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67.8 +/-65.3 +/-61.9 +/-59.7 AK-03/16/20
v 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 +/-68.5 +/-65.9 +/-63.4 +/-59.9
52 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67.8 +/-66.9 +/-64.2 +/-61.6 (-® - LONG SIDE --►)
a --
54 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.2 +/-65.3 +/-62.5
56 +/-70 +/-70 +/-70 +/-70 +/-70 r1g-62 +/-64.7 +/-63.8 SHORT LONG
SIDE
57 +/-70 +/-70 +/-70 +/-70 +/-69.8 +/-64 SIDE ULI
60 +/-70 +/-70 +/-70 +/-69.7 +/-67 > nab
62 +/-70 +/-70 +/-69.9 +/-67.9 +/-65.2 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET O
L O
64 +/-70 +/-70 +/-68.3 +/-66.3 ? a�oa O
66 +/-69.9 +/68.9 +/-66.7 APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS 0 CV C',
(SEE TABLE 2) (SEE TABLE 3) --,I SHORT I- JO � -� to
68 +/-68.4 +/-67.4 15.5" 4" '-I SIDE I -`- O -j o 7e 0
69.649 +/-67.1 z 11MDJ0
U U
CO (A N
TABLE 9: H z 't otS 'ON
Window Design Pressure,(+/-psf) use this table o >
for Glass 13 'I U
3/16" T Cap-Airspace-7/16"A/A with PVB Type: Z Q w
ILL
Window Long Side(in)
z m O
Dimensions %649 71 73 75 78 80 85 86 89 92 96 99 Fa- oo
32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 co O W laa4S
34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 N 0 U)
36 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z U) Z
38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70
H W W a1oaS
40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 � z N
42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 -t C� LO
44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 z F
46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-68.6 > C) a-
al}i1 .asap Isapasl
48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.8 +/-66.3
v 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-66.6
52 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.5 `,�� 1 , N,h/ .I i;
54 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 NOTES: e '' •''.�`CF=NSA' •��
ccn 1)BUCK DIMENSIONS SHOWN.
56 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70
No. 53705
57 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE -
NEXT AVAILABLE SHORT OR LONG DIMENSION. rSAT
-_
60 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 -
62 +/-70 +/-70 +/-70 +/-70 +/-7Q MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), ° _ 4THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN O '• r
64 +/-70 +/-70 +/-70 +/-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL i �.' ,��Ori1U .•' ��``
66 +/-70 +/-70 +/-70 APPLIESTO B,C OR D ANCHORS APPLIES TO F ANCHORS WINDOW WILL COMPLETELY FIT WITHIN. jr �/ a~
68 +/-70 +/-70 (SEE TABLE 2) (SEE TABLE 3) /r r i O ;ti
15.5" 3.9"
69.649 +/-70 A.LYNN MILLER,P.E.
P.E.#58705
TABLE 10:
Window Design Pressure,(+/-psf) Use this table
for Glass 14
3/16" A Cap-Airspace-7/16"A/A with SG Type:
Window Long Side(in)
Dimensions 69.649 71 73 75 78 80 85 86 89 92 g6 gg TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
32 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 HORIZONTALLY AS SHOWN.
34 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-109.4 +80/-108.3 +80/-107.6 LONG
36 +80/-110 +80/-110 +80/-110 +80/-110 +80/-109.5 +80/-108.6 +80/-106.8 +801-106.5 +80/-105.5 +80/-104.7 +80/-103.6 +80/-102.9 SIDE
38 +80/-109.7 +80/-108.9 +80/-107.8 +80/-106.8 +80/-105.5 +80/-104.6 +80/-102.7 +80/-102.4 +80/-101.4 +80/-100.5 +80/-99.4 +80l-98.7 ®- LONG SIDE
40 +80/-106.3 +80/-105.5 +801-104.4 +80/-103.3 +80/-101.9 +80/-101 +80l-99.1 +80/-98.7 +80/-97.7 +80/-96.8 +80l-95.7 +80/-95
42 +80/-103.3 +80/-102.5 +80/-101.3 +80/-100.2 +801-98.8 +80/-97.9 +80/-95.8 +80/-95.5 +80/-94.5 +80/-93.5 +80/-92.4 +80/-90.7 SHORT
SIDE rzzz/�// �
44 +80/-100.7 +80/-99.8 +80/-98.6 +80/-97.5 +80/-96 +80/-95 +80/-92.9 +80/-92.6 +80/-91.5 +80/-90.4 +80/-87.1 +80/-84.7 _ I SHORT
46 +80/-98.4 +801-97.5 +80/-962 +80/-95 +80/-93.4 +80/-92.5 +80/-90.3 +80/-89.9 +80/-88.1 +80/-85.5 +80/-83.1 +80/-81.6 -vt SIDE
C) NO CHANGES THIS SHEET.
48 +80/-96.3 +80/-95.4 +80/-94.1 +80/-92.9 +80/-91.2 +80/-90.2 +80/-88 +80/-87.6 +80/-84.6 +80/-82.6 +80/-80.2 +/-78.6 AK-03/16/20
v 50 +80/-94.6 +80/-93.6 +80/-92.2 +80/-90.9 +80/-89.2 +80/-88.2 +80/-85.4 +80/-84.5 +80/-82.4 +80/-80.2 +1-77.6 0
-c 52 +80/-93 +80/-92 +80/-90.5 +80/-89.2 +80/-87.4 +80/-86.4 +80/-83.3 +80/-82.5 +80/-80.2 +l-78 - LONG SIDE --��
U) 54 +80/-91.7 +80/-90.6 +80/-89.1 +80/-87.7 +80/-85.8 +80/-84.7 +80/-81.3 +80/-80.4 +/-78.1
56 +80/-90.5 +80/-89.4 +80/-87.8 +80/-86.4 +80/-84.4 +80/-83.2 +/-79.3 +/-78.5 SHORT / LONG
57 +801-90 +80/-88.8 +80/-87.2 +80/-85.8 +801-83.4 +80/-82 +/-78.4 SIDE SIDE U
�y Y
60 +80/-87.2 +80/-86 +801-84 +80/-82.5 +80/-80.1 +/-78.6 j U) �aa
62 +80/-84.6 +80/-83.8 +80/-82.1 +$0/-80.4 +/-78 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING O)
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 6 O
64 +80/-82.9 +80/-82 +80/-80.1 +/-78.4LA �- n a}oG Q O
66 +$0/-81.1 +80/-80.1 +/-7$-3 APPLIES TO B,C OR D ANCHORS I Ur N CCN
(SEE TABLE 2) NOT APPLICABLE GLASS TYPES 14 THROUGH SHORT (- O CO -� LO
68 +/-79.3 +/-78.4 SIDE I'r
13.2" 17 MAY NOT BE USED WITH Q J 00 �e 0
69.649 +/-77.7 J-CHANNEL OR INTEGRAL Z LL O UMDJa
FIN FRAMES. U W o
TABLE 11: _
Use this table W Z 0
Window Design Pressure,(+/-psf) 1- W 't �Ma
for Glass
3/16"T Cap-Airspace -7/16"A/A with SG Type: 15 0 >
rn
Window Long Side(in) z v Q W
LL
Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 111 z ED 0
36 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 1¢- O
40 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-109.9 +801-108.5 +801-107.5 +801-106.9 +80/-106.1 +80/-104.8 +801-104.1 +80/-103.3 ® N O0 � }aays
42 +80/-110 +801-109.8 +80/-108.8 +801-107.9 +80/-106.7 +80/-106,3 +80/-104.8 +80/-103.8 +80/-103.2 +801-100.8 +801-97.7 +80/-96.4 +80/-94.8 � � Uco
44 +801-107.3 +801-106.7 +80/-105.7 +80l-104.7 +80/-103.4 +80/-103 +80/-101.4 +80/-98.6 +80/-96.7 +80/-94.1 +80/-91.4 +801-90.3 +80/-89.2 z 0 W z
O
48 +80l-102 +801-101,3 +80/-100.3 +80/-99.2 +80/-97.3 +80/-96.2 +801-92.5 +80/-90.4 +801-89.2 +801$7.3 +80/-84.4 +80/-82.7 +80/-80.5 ~ W of al°DS
50 +801-99.8 +80/-99.1 +80/-98 +80/-96.9 +80/-93.9 +801-93.1 +80/-89.9 +80/-87.7 +801-86.2 +80/-84.3 +80/-81 A +/-79.3 +/-77 ti Z 04
51 +801-98.8 +801-98 +801-96.9 +801-95.8 +80/-92.8 +80/-92 +801-88.7 +80/-86.4 +80/-85 +80/-82.8 +1-79.6 +/-77.7 +/-75.3 W >-
54 +80/-96.1 +801-95.3 +801-94 +80/-92.1 +80/-89.4 +80/-88.5 +80/-85.1 +80/-82.7 +801-81.1 +!78.9 +/-75.3 +/-73.2 +1-70.6 Of > W
v 56 +80/-94 +80/-93.2 +80/-91.6 +80/-90.1 +80l-87.2 +80/-86.3 +80/-82.8 +80/-80.2 +/78.6 +/-76.3 +/-72.5 +/-70.5
aqa •Osaa sauas
58 +80/-91.4 +80/-90.6 +80/-89 +80/-87.5 +80/-85.1 +801-84.2 +80/-80.6 +/-78 +/-76.3 +I 73.8 +/-70.2 ``�`t;t , }}# J
0 61 +80/-87.8 +80/-87 +801-85.3 +80/-83.6 +80/-81.2 +801-80.5 +/-77.3 +/-74.6 +1-72.8 +/-70.4 ` r
63 +80/-85.5 +80/-84.6 +80/-82.8 +$01-81.1 +/-78.8 +i-78 +1-74.8 +1-72.3 +/-70.6 �l
vJ NOTES: ti -°'0 EtJ:g'
64 +80l-84.4 +80/-83,5 +801-81.7 +/-80 +/-77.5 +1-76.6 +/-73.5 +/-71.2 1)BUCK DIMENSIONS SHOWN. <C`y
66 +80/-82.2 +80/-81.2 +1-79.4 +1-77.6 +l 75 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE e No. 53705
&i
68 +/-80 +/-79.1 +1-77.2 +/-75.4 +/-72.7 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION.
70 +1-78 +1-77.1 +/-75 +/-73.2 +l-70.5 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING U `
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), r } �cl
72 +l-76 +/-75 +/-73 +/-71.1 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN ®Q S iTE R �;
74 +/74.1 +/-73 +/-71 APPLIES TO B,C OR D ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL !" '•,°fiL CPtI y� \�1a
76 +/-72.2 +/-71.1 (SEE TABLE 2) NOT APPLICABLE WINDOW WILL COMPLETELY FIT WITHIN. `i�f0- lL
77.76 +/70.5 13.2" or}}lilllil�j�
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 12: —
Window Design Pressure,(+/-psf) Use this table TABLE DIMENSIONS MAY BE
for Glass 16 ORIENTED VERTICALLY OR
1/8" T Cap-Airspace-7/16" H/H with SG Type: HORIZONTALLY AS SHOWN.
Window Long Side(in) LONG
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 SIDE
I-�-- LONG SIDE /
32 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
34 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110
36 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 SHORT
SIDE
38 +80/-110 +80/-110 +80/-110 +80J-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 SHORT
40 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 SIDE
c
42 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
44 +80J-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
v_ -- LONG SIDE —i-I C) REVISED 83"LONG SIDE
cn 46 +80J-110 +80/-110 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-110
DIM TO 84"IN TABLE 13.
t 48 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 o AK-03/16/20
to 50 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 SHORT LONG
52 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE SIDE
54 +80/-110 +80/-110 +80/-110 +80/-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
56 +80/-110 +80/-110 +80/-110 APPLIES TO B,COR DANCHORS
(SEE TABLE 2) NOT APPLICABLE U
58 +80/-110 +80J-110 W na
11.8" GLASS TYPES 14 THROUGH > � a
60.926 +80/-110 17 MAY NOT BE USED WITH I SHORT ( _ W 0) O C)J-CHANNEL OR INTEGRAL �I SIDE f
FIN FRAMES. N a}o0 0 O
TABLE 13: d
Use this table i M
Window Design Pressure,(+/-psfl -1 o �e p
3/16" T Cap -Airspace -7116" H/H with SG for T pelass 17 Oz LL �MoaO
Window Long Side(in) U U q
Dimensions 77.76 79 81 84 86 87 91 94 96 99 104 107 111 118 120 125 136 144 F- �nno
36 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 ~o > W
rn
40 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 to
42 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 z m O
44 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80l-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 H
48 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 ® N 0 W }aays
50 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 z Z)3: W H
51 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 0 cl W Z
54 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 1-- W Of d aIDOs
6 56 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 z N
58 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 w -j U �
� 61 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 Z W d
o > 0
63 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
agl1 'asap sauas
64 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
66 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
68 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 MAX.O.C.SPACINGIFANCHORING MAX.O.C.SPACING IF ANCHORING
70 +80/-110 +80J-110 +80/-110 +80/-110 +80/-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
72 +80/-110 +80/-110 +80/-110 +80/-110 APPLIES TO B,C OR D ANCHORS =m 140. 5,5705 r r
74 +80/-110 +80/-110 +80/-110 (SEE TABLE 2) NOTAPPLICABLE1.
76 +80/-110 +80/-110 97?
'°
NOTES:BUCK DIMENSIONS SHOWN. 1 r�///()NAI t;
2) FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E.
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. P.E.#58705
1 1.376" 3.500" 3.500" 3.500" 3.500"
—►)(-�— .062" —■—)�— .062" ---►I�-- .062" ---I�-�— .062"
7
.355"
.060"
5
OANCHOR COVER � 1.483" 1.483" � 1.483" � 1.483"
kO o O o O o �
864" 301"
.625" � .625"
1.375" O J-CHANNEL FRAME O FLANGE FRAME 1.375" O INTEGRAL FIN FRAME O EQUAL LEG/BOX FRAME
O7/8"BEAD
SILICONE HOT-MELT BUTYL ALUMINUM POLYISO- DESICCANT FILL AREA
.864" 175" STRUCTURAL REINFORCEMENT BUTYLENE
SILICONE SEAL 5/16"NOM.
����LLL STRUCTURAL 3/16"NOM. 5/16"NOM.
POLYISOBUTYLEN 1/4"NOM. FOAM BUTYL& SILICONE SEAL
WITH DESICCANT WITH DESICCANT ROLL-FORMED
DESICCANT FOAM STAINLESS STEEL
O 1"BEAD INT. GLASS
EXT.GLASS EXT. GLASS EXT. GLASS
EXT.GLASS
INT. GLASS INT.GLASS INT.GLASS
MITERED
CORNERS WITH KODISPACE SUPER DURASEAL® XL EDGE
T"'
EXTERIOOR R ORAND 80 4SG TPS $� SPACER®NXTT"" 82 SPACER 83 SPACER
WELDS
TABLE 14:
# Part# Description Material
1 620117 J-channel Frame PVC
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
5 620133 Anchor Co\er PVC
5 6 720136 7/8" Glazing Bead PVC C) ADDED BACKBEDDING.
FRAME 7 720135 1" Glazing Bead PVC AK-03/16/20
ASSEMBLY DETAILS 7 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone
0
78 71646N iSetting Block (7/8" x 1" x 1/8"), 85 +/- 5 duro. EPDM
1
EXTERIOR Y`LY14
i
1070 TECHNOLOGY DRIVE °� '/�
N. VENICE, FL 34275
NOTES: (941)-480-1600 No. 58705
Part# Descri tion Material 1)SOME PARTS NOT SHOWN FOR CLARITY. — s°
p 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER ® `G
FRAME TYPES APPLY. REGISTRATION#29296
80 Kommerling 4SG TPS Spacer System 3) ITEMS#8-73,75-77&79 ARE NOT USED AND ARE 0� '.teTE()E 44)v
81 Quanex Super Spacer nXT with Hot Melt Butyl See this .2 �, ,
NOT PART OF THIS APPROVAL.
p p y Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA VINYL FIXED WINDOW NOA LM&SM 9/9/ 4
82 Quanex Duraseal Spacer Materials EXTRUDER CODE. o BOM &ASSEMBLY o ma J ROSOWSKI f`r � AL
83 Cardinal XL Edge Spacer U) ic
REFERENCE TEST REPORTS: FTL-8717,8968&8970 'C: PW 5520 ° NTS � 11 OF 11 o z° MD-5520.0 C A.LYNN MILLER,P.E.
L � P.E.#58705