HomeMy WebLinkAboutAPPROVED NOA 19112610 lAM E 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.miam►dade.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 B dated 06/06/17, prepared by manufacturer, signed,
sealed and dated 11/22/19, 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.
VERTISEMENT: 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 and renews NOA No. 17-0614.09 and consists of this page 1 and evidence pages E-1,
E-2 and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 19-1126.10
IMMADE COMMmm % Expiration Date: April 30,2025
Approval Date:January 09,2020
g Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA9S
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0930.25)
2. Drawing No. D-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, sealed and dated 6/9/17,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 5tb
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
E
Manue,t fe z,P.E.
Product Control E aminer
NOA N' 1126.10
Expiration Date: April 30,2025
Approval Date:January 09,2020
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. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 0 1/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/18.
4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5t'Edition (2014) and FBC
6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-0614.09)
2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No. 17-0614.09)
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E.
Supervisor, Product Control Section.
(Submitted under NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0629.12)
G. OTHERS
1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series
"PW-5520 Vinyl" PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring
on 04/30/20.
Mauu:617perez,P.E.
Product Co` tr Examiner
NOA o. 19-1126.10
Expiration Date: April 30,2025
Approval Date: January 09,2020
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 B dated 06/06/17, prepared by
manufacturer, signed, sealed and dated 11/22/19,by Anthony Lynn Miller, P.E.
B. TESTS
1. None
C. CALCULATIONS
1. None
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
"Trosifolg 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 & 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 6th Edition (2017), dated
November 22, 2019, issued by Mfr., signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated November 22, 2019, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
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. approved on 10/26/17 d expiring
on 04/30/20.
Man erez,P.E.
Product Co I rol Examiner
NOA 4126.10
Expiration Date: April 30,2025
Approval Date:January 09,2020
E-3
GENERAL NOTES: SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING
IMPACT RESISTANT, VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE
IMPACT RESISTANT TABLES 4-13,SHEETS 6-10
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX.BUCK WIDTH SEE TABLES 4-13
(SHORT OR LONG SIDE) -�I li MAX.BUCK WIDTH SEE TABLES 4-9 _
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. (SHORT OR LONG SIDE)
1.25"MAX.
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD MAX.O.C.SEE
B,SEE 6"MAX. D,SEE --►! MAX.O.C.SEE TABLES 4-9
®_ _ TABLES 4-13 - -
LITE(CAP)MUST TEMPERED. SHEET 3 SHEET 4 r -
4 f J 1 ,/_aia duets.Fmrhaa
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY &_
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE j — 1 _ °_ "
SOUTHERN PINE ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE VISIBLE
t LIGHT
WIDTH
ANCHOR TYPE i LIGHT WIDTH MAX.BUCK i I
HEIGHT,SEE _
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. - - - - -- - - TABLES 4-13
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (LONG OR
BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED) / SHORT SIDE) / ' JR-06/06/17-UPDAT
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK VISIBLE ANCHORAGE TO FBC 2017.
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, FOR OR VISIBLEC,SEE
ARCHITECT OF RECORD,(AOR). ( ) 4 LIGHT A,SEE C HE GHHT HEFT 4 0
HEIGHT SHEET 3
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR / MAX.BUCK
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION / HEIGHT,SEE
ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER TABLES 4-9
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX.O.C. ° (LONG OR m
SCOPE OF THESE INSTRUCTIONS. SEE TABLES
4-13 MAX.O.C. ! ° SHORT SIDE) � �_ W nab
6)MAX. 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT SEE _J
TABLES � �
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED �
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 4-9 >_ N a}D� 0 C
IMPOSED ON THEM BY THE WINDOW. 1.25"MAX. —► .. O M B i 6"MAX. D -�
—►- �— ® -
7)DESIGN PRESSURES: '
TYP. EQUAL—LEG/BOX& TYP. INTEGRAL FIN & J—CHANNEL zz m �M�
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME FLANGE FRAME 90° CORNERS FRAME (90° CORNERS) = W -
ANALYSIS AND GLASS PER ASTM E1300. ( )
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST (ANCHORED THROUGH NAIL FIN) w U 00 U) 'IN
I_25"MAX. Z W 06
z SMQ
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1.
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX. —� ►-- _ C:)
ItO
rn
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6"MAX. Z v O j O
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE ° MAX, z W
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR MAX.O.C. MAX.O.C.SEE���° O.C. � W
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO SEE m
SEE TABLES TABLES 4-9 rn O 06 ways
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLES ® N p
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4-13 _ 4-g N Z W
� H
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER \ MAX.O.C. t O Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLES VISIBLE Q � z a oaS
JURISDICTION. VISIBLE 4-13 / LIGHT O X Q o
LIGHT
/ HEIGHT LL < Lb
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; HEIGHT MAX.BUCK . _j W Lb
ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& w z
BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN MAX.BUCK HEIGHT,SEE U z W
SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL HEIGHT,SEE / TABLES 4-9 j (�
/ TABLES 4-9 (LONG OR aµil asa sauas
11)"PVB"=.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE)
� °
"SG"=.090"SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. ; LIGHT WIDTH SHORT SIDE) LIGHT WIDTH �ti pp y 10��
GIm
6"MAX. 1
1 ` %
GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS
ELEVATIONS.................................1 —1 —�' _. 1.25"MAX.
FRAME,GLASS&ANCHOR WIDTH:BUCK WIDTH-4-3/16 MAX.O.C. —�_ -'— 6"MAX. 1.MAX, ® MAX.O.C.SEE TABLES 4-9 c v v38705
HEIGHT:BUCK HEIGHT-4-3/16" . ;
OPTIONS.............................2 SEE TABLES 4-13
INSTALLATION,FLANGE& CODES/STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 4-9
MAX.BUCK WIDTH SEE TABLES 4-13 _ 4 ..___ — a
EQUAL LEG..........................3 02017 FLORIDA BUILDING CODE(FBC),6TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) _
INSTALLATION, INTEGRAL FIN& o2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP. INTEGRAL FIN & O
TYP. EQUAL—LEG/BOX &
J-CHANNEL..........................4 oASTM E1300-09 r 0R
J—CHANNEL FRAME (CURVED OR
GLAZING DETAILS.......................5 oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION FLANGE FRAME (CURVED , , bq
ANGLED CORNERS)
DESIGN PRESSURES..................6-10 oALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS)
BOM&ASSEMBLY.......................11 GH NAIL FIN
DAIS)S100-12 (ANCHORED THROU )
oAISC 360-10 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
-TEMPERED
7 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space+ 5/16" Laminated; (2)Lites of 1/8"A Glass with .090" PVB Interlayer 4 "PVB"=.090"TROSIFOL@ 0
8 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space+ 5/16" Laminated; (2)Lites of 1/8"A Glass with .090" PVB Interlayer 5 PVB BY KURARAY 0
AMERICA,INC. BOX OR
9 7/8" Laminated I.G.: 3/16"A Exterior Cap+ 3/8" Air Space+ 5/16" Laminated; (2)Lites of 1/8"A Glass with .090" PVB Interlayer 6 "SG"=.090"SENTRYGLAS@ EQUAL
10 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 FLANGE LEG
E
h=
11 1" Laminated I.G.: 1/8" T Exterior Cap+ 7/16"Air Space+ 7116" Laminated; (2)Lites of 3/16" A Glass with .090" PVB Interlayer 7 AMERICA,INC.
12 1" Laminated I.G.: 3/16" A Exterior '=0D
or Cap + 3/8"Air Space + 7/16" Laminated, (2)Lites of 3/16"A Glass with .090" PVB Interlayer CC Lj 4
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.: 1/8" 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
I J-CHANNEL OR INTEGRAL
17 11" Laminated I.G.: 3/16" T Exterior Cap+ 3/8"Air Space + 7/16" Laminated; (2)Lites of 3/16" H Glass with .090" SG Interlayer FIN FRAMES. J-CHANNEL INTEGRAL
FIN
TABLE 2:ANCHORS INSTALLED THROUGH FRAME IF—]
Group Anchor Substrate Min. Edge Min. MIN.OF 3 THREADS
Distance Embedment* BEYOND THE METAL
#10 SMS P.T. Southern Pine (SG=0.55) 7/16" 1-318" SUBSTRATE.
(steel, 18-8 S.S. Steel, A36* 3/8" 0.050" "UNGROUTED CMU"
Steel Stud, A653 Gr. 33* 3/8" &0451" (18 Ga.) VALUES MAY BE
A or 410 S.S.) Steel
6063-T5* 3/8" 0.050" USED FOR GROUTED
P.T. Southern Pine (SG=0.55) 7/16" 1-3/8 11 CMU APPLICATIONS.
3116" steel Ultracon Concrete(min. 2,85 ksi) V 1-3/8"
Ungrouted CMU, (ASTM C-90) 2-1/2" I-1J4"
#12 SMS P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
(steel, 18-8 S.S. Steel, A36* 3/8" 0.050" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10.
or 410 S.S.)
Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) LONG LONG LONG SHORT
i
B Aluminum, 6063-T5* 3/8" 0,063" SIDE — SIDE SIDE SIDE
F-
1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1-3/8"
1/4" steel Creteflex P.T. Southern Pine(SG=0.55) ill 1-318"
0
Cn
1/4" steel Aggre-Gator P.T. Southern Pine(SG=0.55) 1-3 0/8" co
CIO
Concrete (min. 2.85 ksi) 1-3/4" Lu
1/4" steel Ultracon U)- J
C Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114"
LONG LONG LONG LONG 0
LONG
'p 'D�, "n
1.1 SIDE SIDE z ry
1/4" steel Creteflex Concrete (min. 3.35 ksi) 1-3/4" SIDE SIDE SIDE 1 0
1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-11 1-314" F_ 7
IJI I NO CHANGES THIS SHEET.
Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" F_ I
1/4" steel Creteflex cl�Lu
Ungrouted CMU, (ASTM C-90) 2-1/2" 00 00 WW /i I 0�f_-W
D 1-1/4" 09
z:M z:U) U) T_co U)
CIO U) U) U) U)
-1/2" 1-3/8"
Concrete (min. 3.275 ksi) 1
I Aaare-Gator A
Grouted CIVILI, (ASTM C-90) 2" 2" L
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
0"
Min. Edge Min. 1r
Group Anchor Substrate Distance Embedment* '—w\1 Ll'rVIVA,,
1070 TECHNOLOGY DRIVE
E 2-1/2" x -131" Common Nail P.T. Southern Pine(SG=-55) 3/81, 2-7/16"
2-1/2" Ring-shank Roofing Nail P.T. Southern Pine(SG=.55') 3/8" 2-7/16" Material Min, Fy Min.F, N. VENICE, FL 34275
N o. 578 7 0 5 %
P.T. Southern Pine(SG=.55) 1/2" 1-3/8" Steel Screw 92 ksi 120 ksi (941)-480-1600
#10 Trusshead SMS
Aluminum, 6063-T5* 3/8" 0.050" 18-8 Screw 60 ksi 95 ksi A?
(steel, 18-8 S.S. 410 Screw 90 ksi 110ksi
Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) — CERT.OF AUTH.#29296
or 410 S.S.) Elco Aggre-Gatorg) 57 ksi 96 ksi d n 13-1 ATE smrn
F Steel, A36* 3/81, 0.0501,
MIN.OF 3 Elco Ultracon® 155 ksi 177 ksi VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 f r C "J 1_"
P.T. Southern Pine(SG=,55) 9/16" 1-3/8" THREADS 410 SS Elco CreteFlexCR 127-4 ksi 189.7 ksi ~ C��
#12 SMS BEYOND
Aluminum, 6063-T5* 3/8" 0.063 6063-T5 Aluminum 16 ksi 22 ksi
GLASSANCHORS/FRAME OPTIONS J ROSO SKI
(steel, 18-8 S.S. 3181, THE
rr
Steel Stud. Gr. 33* 00501, A36 Steel 36 kjE:1 5!ks]
or 410 S.S.) METAL Gr. 33 Steel Stud 33 ksi 1 45 ksi A.LYNN MILLER,P.E.
SUBSTRATE.
-'9'1 NTS 12 2 OF 11 Steel, A36* 3/8" 0.050" 1 ,]6 MD-5520.0 B
ATE� PW-5520 U11 P.E.#58705
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. EMBEDMENT
ANCHORED THROUGH — EDGE DISTANCEMAX. 1/4"MAX.
FRAME INTO 2X WOOD — �— SHIM �� SHIM
FRAME OR BUCKSTRIP. 2 u `
SEE NOTE 2,THIS SHEET. 1 EDGE
EMBEDMENT EDGE
DISTANCE
FLANGE DISTANCE ° 5
FRAME
1
SHOWN
1"THICK LG, j TYP.ANCHOR TYPE,
1/4" TYP.ANCHOR TYPE, a e v
2 �SHIM
MAX. EMBEDMENT AND EDGE Q �L\ EMBEDMENT AND
SHIM I I e EDGE DISTANCE PER
TYP.ANCHOR TYPE, DISTANCE PER
° 1 � SUBSTRATE,SEE
SUBSTRATE,
EMBEDMENT AND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2.
6 EDGE DISTANCE PER ° a
SUBSTRATE,SEE ae
5 TABLE 2,SHEET 2. DE 7/8"THICK I.G. D
—. VISIBLE LIGHT WIDTH
FLANGE EXTERIOR I 7 I EQUAL- °
FRAME
NOTES: SHOWN ID _ LFRAMEX
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
VISIBLE 1/4"MAX.
BUCK 1-1/2"THICK ARE TO BE CONSIDERED 1X —®j
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
SMS(G5),SEE
BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR TABLE 2,SHEET 2.
GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE I'i ODsls A ,Z ,IyEO
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND
S s��
INSTALLATION IS THE RESPONSIBILITY OF THE 3 r
i ENGINEER OR ARCHITECT OF RECORD. � z
G th
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED I L'x
TO AS DAYLIGHT OPENING)IS MEASURED FROM I
1"THICK I.G. BEADING TO BEADING. [� EQUAL
FLANGE LEG/BOX NO CHANGES THIS S'H T.
FRAME FRAME
SHOWN `ddd
j I SHOWN
TYP.ANCHOR TYPE, o
EXTERIOR
EMBEDMENT AND oC EXTERIOR E o
� �
4 O EDGE DISTANCE PER 707
a ��� SUBSTRATE,SEE INSTALLATION INSTALLATION
EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4
LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL
4 � t
FRAME 1/4"MAX.SHIM
SHOWN
0 1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275 P
No 58705
(941)-480-1600
EMBEDMENT
< _ VISIBLE LIGHT FORMULAS CERT.OF AUTH.#29296 w '
INSTALLATION WIDTH:BUCK WIDTH-4-3/16"
VINYL FIXED WINDOW NOA (LM&SM) 9/9/14
OPTION 2 HEIGHT:BUCK HEIGHT-4-3/16" C %' s�
ANCHORED THROUGH EDGE DISTANCE /� C"
FRAME DIRECTLY INTO VERTICAL SECTION B-B FLANGE & EQUAL-LEG/BOX FRAMES e J ROSOWSKI
CONCRETE/CMU. c B o I I � I
PW-5520 NTS s A.LYNN MILLER,P.E.
3 OF 11 Gz MD-5520.0 c P.E.#58705
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION
- OPTION 6 OPTION 5
INSTALLATION OPTION 5 1/4"MAX.SHIM — �— ANCHORED THROUGH - �114"MAX.SHIM
ANCHORED THROUGH INTEGRAL FIN
ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. �"— EDGE DISTANCE
INTEGRAL FIN INTO 2X WOOD I FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.
EMBEDMENT NOTE 2,THIS SHEET. I +'
FRAME OR BUCKSTRIP.SEE VVV
NOTE 2,THIS SHEET. -- EDGE 3
EDGE DISTANCE DISTANCE
J-CHANNEL _� 5
FRAME l a
SHOWN !
EMBEDMENT
TYP.ANCHOR TYPE, 1„THICK I.G.
C 1/4"MAX.SHIM EMBEDMENTAND �pn
TYP.ANCHOR TYPE, EDGE DISTANCE PER I =Fl
EMBEDMENT AND EDGE SUBSTRATE,SEE TYP.ANCHOR TYPE,
. 6 DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL a EMBEDMENT AND SEE TABLE 3,SHEET 2. (SCREW SHOWN) FIN —
5 (NAIL SHOWN) 00 7/8"THICK I.G. ❑ FRAME DISTANCE PER SUBSTRATE,
SHOWN SEE TABLE 3,SHEET 2.
J-CHANNEL EXTERIOR F VISIBLE LIGHT WIDTH 7 (NAIL SHOWN)
FRAME
7/8"THICK I.G. NOTES: SHOWN
® BUCK WIDTH —
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
j ANCHORS LISTED ON TABLES 2&3,SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY
� BE USED ON ANY SIDE OF THE WINDOW. DADS APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
VISIBLE THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X
BUCK LIGHT INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL
HEIGHT 1/4"MAX.
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. �— 1/4"MAX.SHIM #10 OR#12 STEEL --.—I ►F—
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, pp f ae ( ۥEn-
SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. the Flood&
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 I «
1"THICK I.G. REFERRED TO AS DAYLIGHT OPENING)IS
:N .m
MEASURED FROM BEADING TO BEADING.
FIN AND/OR
RFLANGE EMOVEDnIN IN-FIE
NO CHANGES THIS SHEET.
D I �
INTEGRAL FIN EXTERIOR
EXTERIOR O TYP.ANCHOR TYPE, EMBEDMENT FRAME SHOWN ❑ n_ 0
3 AND EDGE DISTANCE PER v
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.
FSHIM
SHOWN 1070 TECHNOLOGY DRIVE
o N. VENICE, FL 34275 w�
INSTALLATION EDGE (941)-480-1600 _
OPTION 5 DISTANCE
ANCHORED THROUGH `-
INTEGRAL FIN INTO 2X CERT.OF AUTH.#29296
S
WOOD FRAME OR VISIBLE LIGHT FORMULAS
BUCKSTRIP.SEE NOTE 2, ----- WIDTH:BUCK WIDTH-4-3/16" VINYL FIXED WINDOW NOA(LM&SM) 9/9/14
THIS SHEET. EMBEDMENT
HEIGHT:BUCK HEIGHT r
-4-3/16" f .�1 .
VERTICAL SECTION D-D J-CHANNEL & INTEGRAL FIN FRAME J ROSOWSKI r, 0 ° °
r��fIIIRj-,t i
m A.LYNN MILLER,P.E.
PW-5520 NTS 4 OF 11 z MD-5520.0 B P.E.#58705
V,
—►{ 7/8"NOM. 7/8"NOM.
- 7/8"NOM. 7/8"NOM. -�—
5116"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 GLASSis �J:-a
r
aEXTERIOR EXTERIOR <�EXTERIOR <�EXTERIOR _ _ .65
� o
80-83 80-83 80-83 80-83
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 No CHANGES TH13HEET.
0
1"NOM. .- 1"NOM. i
W Ir
U) AOL
7/16"A/A PVB -- 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG 0 0® O O7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE pN1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 3/16"A GLASS Od EXTERIOR EXTERIOR aEXTERIOR EXTERIOR LL ^^3;G
U U o �
�M
80-83 • 80-83 80-83 80-83ZLIJ � ON
0tS a
L�Lj!� j "7 2
CD
v
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z °'
o
u_
z °
° aays
® z J U
1"NOM. ►{ 1"NOM. 1"NOM. = F- Z
Q 0 W a oas
LL X
7/16"A/A SG 7/16" H/H SG 7/16" H/H SG EXTERIOR J z O
3/8"AIRSPACE 7/16"AIR SPACE - 3/8"AIR SPACE — w } N '
1/2"NOM.GLASS U z Q
3/16"T GLASS 1/8"T GLASS 3/16"T GLASS BITE TYP. j ()'
- 80-83
a1}1 asaQ saua5
EXTERIOR �EXTERIOR �EXTERIOR — 74
8�0 8 j • 80-83 80-83 ' -
r
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 [VO. 1837,03
"A"=ANNEALED `G"
"H"=HEAT STRENGTHENED GLASS TYPES 14 THROUGH C7 F,.
"T"=TEMPERED 17 MAY NOT BE USED WITH TYP. GLAZING DETAIL
"PVB"=.090"TROSIFOLO J-CHANNEL OR INTEGRAL f J 3�` 5L
PVB BY KURARAY AMERICA,INC. ® FIN FRAMES
"SG"=.090"SENTRYGLAS®
A.LYNN MILLER,P.E.
INTERLAYER BY KURARAY AMERICA, INC. P.E.#58705
TABLE 4:
Window Design Pressure,(+/-psfl Use this table
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 +1-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50
LONG SED
20 +1-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 SIDE
22 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 LONG SIDE Bpu0mfinig-clx`�
n 24 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50
26 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +1-50 SHORT
I SIDE By
28 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 Chia. Dade pm&-ict,0A
L
30 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 SHORT SIDE
32 +/-50 +/-50 +1-50 +/-50 +/-50 +1-50 +/-50 +J-50 +/-50 +1-50 NO CHANGES THIS SHEET.
in 34 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50
036 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 LONG SIDE
+/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50
40 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50
�
42 +/-50 +/-50 +/-50 +/-50 +/-50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SHORT LONG
ID SE SIDE co
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
44 +/-50 +/-50 +1-50 +J-50
APPLIES TO A,8,C OR D ANCHORS APPLIES TO E OR F ANCHORS > U noa
)
46 +/-50 +/-50 +/-50 rn
(SEE TABLE 2) (SEE TABLE 3) 3:
0 0
4"
+/-50 +1-50 is" L0 C/)
0 c)
c\j
51.05 +/-50 U')
SHORT 0 LO
-j co I
SIDE —i c) 0
z
u- (0 CD umr cj 2
m
0 c)
TABLE 5: LLJ 00 1-- U) AMC
ON
Use this table LIJ 06
Window Design Pressure, psf) CD 2
for Glass 8 > <
1/8" T Cap-Airspace-5/16"A/A with PVB Type IQ
C/)UJ LL
Window Long Side(in) 0z m—1 0
r10
Dimensions 60-926 64 66 68 70 74 77 80 84 92 97 99 3: <
32 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +L 50 +/-50 +/-50 +/-50 +/-50 +/-50 (.0 m 0 LLJ 41'�Oqs
N 0
34 +/-50 +/-50 +/-50 +11-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-47.3 +/-46,7 ........ MN z U)
36 +/-50 +/-50 +/-50 +11-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +1-47.5 +/-45.4 +/-44.6
U) z
38 +/-50 +/-50 +/-50 +150 +/-50 +/-50 +/-50 +/-50 +/-50 +/-49.1 +/-46.1 +/-43-9 0 LLJ
< Lu ry
40 +1-50 +/-50 +1-50 +1-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-48.2 +1-45.1 LL X n
0 Z
42 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-49.8 +/-47.4 LO
12� 0 LID
Lu >- — I
44 +1-50 +/-50 +1-50 +"-50 +/-50 +/-50 +/-50 +J-50 +/-48.9 u Z cl)
Lli
46 +/-50 +/-50 +1-50 +L50 +1-50 +/-50 +/-50 +/-49.9 > r)
0 48 +/-50 +/-50 +!-50 +,1-50 +/-50 +/-50 +/-50 aril sap sauaS
50 +/-50 +/-50 +1-50 +1-50 +/-50 +/-50
I MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING LY
52 +1-50 +/-50 +1-50 +11-50 +/-50 v/'�j
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 NOTES:
54 +/-50 +/-50 +/-50 +1-50
Gj
L
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) '3-
+/-50 +/-50 151, 15"FORE ANCHORS,4"FOR 2)FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
60.926 Y�-
+/-50
i ;.2—r)at
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN tE C
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
)�q
A.LYNN MILLER,P.E.
P,E,#58705
`
!
`
�
^
`
|
|
i
^
|
`
^
|
'
/
}
i
�
'
!
`
�
|
!
�
�
�
TABLE8:
Window Design Pressure,(+/-psfl 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 E 92 96 99 ORIENTED VERTICALLY OR
32 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 j +J-70 +/-70 HORIZONTALLY AS SHOWN.
34 +/-70 +1-70 +1-70 +!-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 LONG
SIDE jhz Flan&-
36 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70
LONG SIDE
38 +/-70 +/-70 +1-70 +1-70 +11-70 +/-70 +/-70 +1-70 +/-70 +/-70 70 +/-70
ar
25
40 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70
i SHORT
+/-66.7
+/-70 +/-70 +/-70 +/-70 +/-69.5
42 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70
SIDE
44 +1-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +j-69.9 +/-66.4 +/-63.7 SHORT
A-
46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-69.9 +/-67.4 1 +/-619 +/-61.7 i SIDE
NO CHANGES THIS SHEET.
48 +1_70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67.8 +/-65-3 j +/-61,9 +/-59.7
2
50 +J-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-69.5 +/-68.5 +1-65.9 +1-63.4 +/-59.9
LONG
- SIDE F-
52 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +11-67,8 +/-66,9 +/-64.2 +1-61.6
0
54 +/-70 +1-70 +/-70 +1-70 +/-70 +J-70 +11-66.2 +/-65.3 +/-62.5
cea
+) LONG
56 +/-70 70 +1-70 +1-70 +/-70 +/-69.2 +/-64.7 +/-63�8 SHORT
SIDE SIDE
+f-713 +/-69-8 +1-68.1 +/-64
57 +1-70 +/-70 +11-70 LLl
> U)
60 +1-70 +/-70 +/-70 +,'-69.7 +1-67 +/-65.3 ?�
1 0
+!,=, MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING
62 +/-70 +/-70 +1-69�9 +1-67.9 C)
co,
U)
C)
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
+/-70 +/-70 +/-68.3 +i-6&3 >- F- 0 c)
F
64 0
APPLIES TO F ANCHORS( 0
66 +/-69 9 +1-6&9 +1-66.7 APPLIES TO B,C OR D ANCHORS APPL SHORT co LI?
(SEE TABLE 2) SEE TABLE 3) SIDE -j 0 -i (=)
L- C:)
68 +1-68-4 +2-67.4 15.5" 4" z [ (0
69�649 +1-67,1 W
CC)-,q 'IN
TABLE 9: W U)
06 51V(7
Use this table
IT
Window Design Pressure,(+I-psi) t1- > 2: 0
13 CD -j
for Glass
3/16" T Cap-Airspace-7/16"A/A with PVB Type:
0 U)
Lu-1 LL
Window Long Side(in) z ED 0
1 ------T co
Dimensions 69.649 71 73 75 78 80 85 86 8� 92 99 �>- <
i,-
32 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 +11-70 +1-70 +/-70 +/-70 +/-70 +/-70 rn 0 w T 7-,,q s
cr
U)
34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 z
�: I---
36 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 U)U) z
38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 Q
C)W W ry GIDOS
u- X n C)
40 +/-70 +/-70 +1-70 +11-70 +i-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 0 FL z C,4
LO
42 +/-70 +/-70 +L70 +,-70 +/-70 +/-70 +/-70 +,1-7() +/-70 +/-70 +/-70 +/-70
I Lu >-
44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +11-70 +/-70 +/-70 v z U)
46 +/-70 +/-70 +11-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.6
-2,
48 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68-8 +/-66.3
(D
50 +/-70 +1-70 +1-70 +!-70 +J-70 +J-70 +/-70 +/-70 +/jo +1-70 +/-66.6
52 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +170 +,,'-70 +/-68.5
0 - NOTES:
54 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 1)BUCK DIMENSIONS SHOWN. c-
56 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70
2)FOR SIZES NOT SHOWN, ROUND UP TO THE 0. 5 7 0 5
N 58
57 +/ 70 +/-70 +/-70 +1-70 +/-70 +/-70 +!-70
NEXT AVAILABLE SHORT OR LONG DIMENSION.
60 +/-70 +/-70 +/-70 +!-70 +/-70 +/-70
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
62 +1-70 +/-70 +/-70 -70 +/-70 T
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN TP,I-,
64 +/-70 +/-70 +/-70 +1-70 THE TABLE ABOVE WHICH THE ARCHITECTURAL
(S) N
APPLIES TO B,C OR D ANCHORS APPI-11 S TO F ANCHORS WINDOW WILL COMPLETELY FIT WITHIN.
66 +/-70 +/-70 +/-70
(SEE TABLE 2) (SEE TABLE 3)
68 +1-70 +/-70 15.5" 3.9"
%649 +/-70 A.
L�NW WLLE'R,P.E.
LP.E.#58705
TABLE 10:
Window Design Pressure,(+/-psf) Use this table
- for Glass 14
3/16"A Cap-Airspace-7/16" A/A with SIG Type:
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 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-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
i SIDE 36 +80/-110 +80/-110 +80/-110 +80/-110 +80/-109.5 +80/-108.6 +801-106.8 +80/-106.5 +80/-105.5 +80/-104.7 +80/-103-6 +80/-102.9 F-16i a
I, LONG SIDE co-&-
+801-104.6 +80/-102.7 +80/-102,4 +80/-101.4 +80/-100-5 +80/-99.4 +80/-98.7
38 +80/-109.7 +80/-108,9 +801-107.8 +80/-106.8 +80/-105.5
1 +801-106-3 +801-105.5 +80/-1044 +801-103.3 +80/-101-9 +80/-101 +80/-99.1 +80/-98.7 +80/-97.7 +80/-96-8 +80/-95.7 +80/-95
42 +80/-103.3 +801-102.5 +801-101.3 +80/-100.2 +80/-98.8 +801-97.9 +801-95.8 +80/-95.5 +801-94.5 +80/-93.5 +80/-92.4 +801-90.7 SHORT RV
+8 801-92.9 +801-92.6 +80/-91. +80/-87-1 +80/-84.7
SIDE
44 +80/-100.7 0/-99.8 +801-98.6 +801-97.5 +80/-96 +80/-95 + 5 +80/-90�4 SHORT I
+80/-83.1 +80/-81.6 SIDE l�
46 +80/-98.4 +80/-97.5 +80/-96-2 +801-95 +80/-93.4 +80/-92-5 +80/-90.3 +801-89,9 +80/-88-1 +80/-85.5 NO CHANGES THIS SHEET.
c�
7- 48 +80/-96.3 +80/-95.4 +80/-94.1 +801-92.9 +80/-91.2 +80/-90.2 +80/-88 +80/-8T6 +80/-84.6 +80/-82.6 +80/-80.2 +/-78,6
(D
50 +801-94.6 +80/-93.6 +80/-92.2 +80/-90.9 +80/-89.2 +80/-88.2 +80/-85.4 +801-84.5 +80/-82.4 +80/-80.2 +/-77.6
LONG SIDE
+80/-93 +80/-92 +80/-90,5 +80/-89.2 +80/-87.4 +80/-86.4 +801-83.3 +80/-82.5 +80/-80.2 +/-78
0
W-90.6 +80/-89.1 +80/-87.7 +80/-85-8 +80/-84.7 +80/-81-3 +80/-80.4 +/-78.1
U) 54 +80/-91.7 +8
32
34
36
381
40
6]
8
50 52
56 +80/-90.5 +801-89.4 +801-87.8 +801-86.4 +80/-84.4 +80/-83.2 +/-79.3 +/-78.5 SHORT LONG
57 +80/-90 +801-88.8 +80/-87.2 +80/-85.8 +801-83.4 +80/-82 +/J8.4 SIDE SIDE
m
U)
60 +80/-87.2 +80!-86 +801-84 +80/-82.5 +80,1-80.1 +/-78.6 t > >: AG�'
MAX.O.C.SPACING IF ANCHORING SPACING IF ANCHORING
0
62 +80/-84�6 +80/-83.8 +80/-82.1 +80/-80-4 +/-78
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL A N PER SHEET 4 L0 U)
0�0
64 +80/-82.9 +801-82 +80/-80A +/J&4 L 0 0(N
APPLI ES TO B,C OR D ANCHORS ry
66 +80/-81.1 +80/-80.1 +/-78.3 (SEE TABLE 2) NOT APPLICABLE SHORT 0 -,t
GLASS TYPES 14 THROUGH -1 L?
68 +1-79-3 +1-784 SIDE 0 ,re 0
13.2" 17 MAY NOT BE USED WITH LL 0
69.649 +/-77,7 J-CHANNEL OR INTEGRAL z (0
uMc
r LLj
FIN FRAMES. Q UTABLE 11: Lli co 2 U) 'IN
Window Design Pressure, psf) Use this table Lu m 0
for Glass 15 0.6 -9>
3/16"T Cap-Airspace-7116"A/A with SIG Ty pe: CD 7;;
co
Window Long Side(in) 0 -1 LL0
Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 ill <
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 (0 0
m LLI 0 4S
40 CN 0
+801-110 +80/-110 +80/-110 +80J-110 +80/-110 +80/-109.9 +80/-108,5 +80J-107.5 +80J-106.9 +80/-10&1 +80/-104.8 +80/-104.1 +80/-103.3 ry
z U)
42 +80/-110 +80/-109,8 +80/-108.8 +80/-107.9 +80/-1067 +80/-106.3 +80/-104.8 +801-103,8 +80/-103.2 +80/-100.8 +80/-97.7 +80/-96.4 +80/-94.8 4* -
U) I
U) z
44 +80/-107.3 +801-106.7 +80/-1057 +80/-104.7 +80/-103.4 +80/-103 +80/-101.4 +80J-98.6 +80J-96.7 +80/-94.1 +80/-91.4 +80/-90.3 +80/-89.2 0 Lu
< Lli ry '9103S
48 +80/-102 +801-101.3 +80/-100.3 +801-99.2 +80/-97.3 +80/-96.2 +80/-92.5 +80/-90.4 +80J-89,2 +80/-87.3 +80/-84.4 +80/-82.7 +80J-80.5 LL X In C:)
50 +80/-99.8 +80/-99.1 +80/-98 +801-96.9 +80!-93.9 +80/-93.1 +80/-89.9 +80/-87,7 +801-86-2 +80/-843 u- Z c\1+80/-81A +/-79�3 +/-77 Ln
ry -J 0 Ln
51 +80/-98.8 +80/-98 +80/-96.9 +80/-95.8 +80/-92.8 +80/-92 +80/-88.7 +80/-86.4 +801-85 +80/-82.8 +/-79.6 +/-77.7 +/-75.3 W >- -
u Z U)
54 +80/-96,1 +801-95,3 +80/-94 +801-92.1 +80/-89.4 +80/-88,5 +80/-85.1 +801-82.7 +80/-81.1 +/-78.9 +/-75.3 +/-73.2 +/-70.6 j LLJ a-
56 +80/-94 +80/-93.2 +80/-91.6 +80/-90.1 +80/-87.2 +80/-86,3 +80/-82.8 +80/-80.2 +/J8.6 +/-76.3 +/-72.5 +/-70.5 a ill is-00 jsai-)Gsj
58 +801-91.4 +80/-90.6 +80/-89 +80/-87.5 E88 5 1 +80/-84.2 +80/-80.6 +/-78 +,1-76.3 +/-73.8 +/-70.2
U) 8 0/- 1
+801-87,8 +80/-87 +80,1-85.3 +80/-83.6 +80/-81.2 +80/-80.5 +/-77.3 +/-74.6 +1-72.8 +/-70.4
61
+ NOTES:
63 +80/-85�5 +80/-84�6 +801-82.8 +80/-81.1 +/-78,8 +J-78 +/-74.8 +/-72.3 +/-70.6
1)BUCK DIMENSIONS SHOWN. %
64 +80/-84.4 +80/-8&5 +80/-81.7 +/-80 +/-77.5 +/-76.6 +J-73.5 +/-71.2
-3,
c.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE 705
%
66 +801-82.2 +80/-81.2 +/-79.4 +/-77.6 +/-75 +/-74.2 +/-71
68 +/-80 +/-79.1 +/-77.2 +/-75.4 +/-72.7 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION.
70 +/-78 +/-77.1 +/-75 +/-73.2 +/J0.5 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
Q`e
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN
72 +/-76 +1-75 +/-73 +/-71.1
-74 +/-74.1 +/-73 +/-71 APPLIESTOB, ANCHORS CORDANCHO THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
(SETABLE 2) NOT
WINDOW WILL COMPLETELY FIT WITHIN.
�E
76 +/-72.2 +/-71.1 13.2"
r77.76 +/-70.5 A.LYNN MILLER,P.E.
P.E.#58705
TABLE 12: Window Design Pressure, (+/-psf) Use this tableTABLE DIMENSIONS MAY BE
for Glass 16 ORIENTED VERTICALLY OR
1/8"T Cap-Airspace-7/16" H/H with SIG Type: HORIZONTALLY AS SHOWN.
Window Long Side (in) LONGSIDE
Dimensions 60.926 64 66 68 70 74--T 77 80 84 87 92 97 99 LONG SIDE
32 +80/-110 +8011-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
1R0-1AY REVISED%
34 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110
as z-,mP1,yim,;vith t c Fbrida
OR Bu -
36 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110
SH
S IDET �_ �� Code diu -10
38 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 SHORT E-miratimi Date
40 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 SIDE
42 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 cv,imn i -,a&PTOA-lu t Coygr
44 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
i75 46 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 LONG SIDE NO CHANGES THIS SHEET.
0 48 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110
0 50 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 SHORT LONG
SIDE L[
-110 -110 -110 -110 -110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE
52 +80/ +80/ +801 +80/ +80/
54 +801-110 +80/-110 +801-110 +801-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
56 +8011-110 +801-110 +801-110 APPLIES TO B,C OR D ANCHORS
(SEE TABLE 2) NOTAPPLICABLE W
58 +80/-110 +80/-110 GLASS TYPES 14 THROUGH > c/)
17 MAY NOT BE USED WITH
60.926 +801-110 SHORT 0
J-CHANNEL OR INTEGRAL CD
SIDE c/)
FIN FRAMES. LO 0 c)
F(
c\l
0 ry U*)
TABLE 13: 0 -':1-
Use this table -j m L?
Window Design Pressure, psf) 0 -j 0 12
for Glass 17 u-
3116" T Cap -Airspace -7/16" H/H with$G Type� z (1 0
0 uMc
(-)
LLj c
—,
Window Long Side(in) uj 2 co U) 'ON
Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 ill 118 120 136 144 1- 06
Lu
36 +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 +80/-110 +80/-110 +80/-110 +80/-110 > LU
40 +801-110 +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 +80/-110 +80/-110 +80/-110 +80/-110o z U) LL
W
42 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 0 -1 0
z 00 C)
44 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 <
3: P
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 rn 0 LU Opqll
ry
50 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 r)z
U)
U) I--
51 +80/-110 +801-110 +801/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 CAz
W
54 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 W 0 0� OIDDS
56 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 LL u- Z C:)
L0
58 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 F-: -J (D U*)Of
Lu >- — I
61 +E801-110 +80/-110 +801-110 +80J-1 10 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 u Z U) Z�!
0 + W
n
U) 63 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
+80/ 110
64 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110
66 +80/-110 +80/-110 +80/-110 1 +801-110 +80/-110 +80/-110 +80/-110
68 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
MAX.O.C.SPACING IF ANCHORIN SPACING IF ANCHORING
70 +80/-110 +80/-110 +80/-110 +80j-1 10 +80/-110
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
72 +80/-110 +80/-110 +801-110 +801-110 83,7(5
APPLIES TO B,C OR D ANCHORS
4-1
74 +80/-110 +80/-110 +80/-110
(SEE TABLE 2) NOTAPPLICABLE
76 +80/-110 +80/-110 F-- 91,
%
77.76 %
S IE 01
NOTES: "v-A
1)BUCK DIMENSIONS SHOWN.
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
3.500" 3.500" 3.500" 3.500"
1.376"
.062" .062" .062" .062"
355"
.060"
D5ANCHOR COVER ir
n 1.4 1 83" 1.483" 1.483" 1.483"
F� 1 CD
864"
.301
.625" .625"
1.375" J-CHANNEL FRAME —
FLANGE FRAME 1.375" INTEGRAL FIN FRAME 04 EQUAL LEG/BOX FRAME
A
06 7/8"BEAD
SILICONE HOT-MELT BUTYL ALUMINUM REINFORCEMENT DESICCANT FILL AREA
REINFORCEMENT E NFORCE
.864" 1— .175" STRUCTURAL I BUTYLENE 5/16"NOM.
F_ 1 , OM
SILICONE 6' N SEAL
STRUCTURAL 3/16"NOM, 5/16"NOM.
FOAM < SILICONE SEAL
1/4"NOM. BUTYL&
WITH V
POLYISOBUTYLEN ROLL-FORMED
WITH DESICCANT DESICCANT
7 , 1 BEAD DESICCANT FOAM STAINLESS STEEL INT.GLASS
EXT.GLASS EXT.GLASS EXT. GLASS
EXT.GLASS
MITERED
INT.GLASS INT.GLASS INT.GLASS
TM
CORNERS WITH KODISPACE SUPER DURASEAL®R XL EDGE
INTERIOR AND (�O) S
EXTERIOR 4SG TPS SPACER(�)NXTTM SPACER SPACER
WELDS
TABLE 14:
# Part# Description Material
as"tMoyin ynaa am MwidA
1 620117 J-channel Frame PVC Bviidikg 03de
Acc��ptznv�,
2 620118 Flange Frame PVC
rw
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
5 620133 Anchor Cover PVC
5 6 720136 7/8" Glazing Bead PVC NO CHANGES THIS SHEET.
PVC
7 720135 1" Glazing Bead
FRAME 2
74 Backbedding, GE 7700 or Dow 791 Silicone
ASSEMBLY DETAILS cl�
7 7-8 71646N ISetting Block (7/8" x 1" x 1/8"), 85 5 duro- EPDM
10
EXTERIOR
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275 %
'
NOTES: (941)-480-1600
1)SOME PARTS NOT SHOWN FOR CLARITY. 1_7
Part# Description Material 2)3-CHANNEL FRAME SHOWN, PART#1.OTHER
FRAME TYPES APPLY. CERT.OF AUTH.#29296
80 Kommeding 4SG TPS Spacer System 3)ITEMS#8-73,75-77&79 ARE NOT USED AND ARE S "A�rt-
81 Quanex Super Spacer nXT With Ho See this NOT PART OF THIS APPROVAL.
Melt Butyl VINYL FIXED WINDOW NOA (LM&SM) 9/9/14
Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA
82 Quanex Duraseal Spacer EXTRUDER CODE.
Materials BOM &ASSEMBLY J ROSOWSKI
C�
83 Cardinal XL Edge Spacer M NTS 12 k
A.LYNN MILLER,P.E.
B
REFERENCE TEST REPORTS: FTL-8717,8968&8970 PW-5520 �n 11 OF 11 MD 53520.0 P.E�#58705
H2