HomeMy WebLinkAboutProduct Approval REME WED FOR
MIAM!^DADE ���� ���������� MIAMI-DADECOUNTY
® �� �o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY I -O MIGRESO4MdI ( ) 11805 SW 26 Street Room 208
BOARD AND CORE ADMINISTRATION DIVISI 7N5 C T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (N
www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive File, C® y
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).
ThisNOA 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
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.
I
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
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MIAMI•DADE COUNTY NOA No. 17-0614.09
Expiration Date: April 30,2020
*� Approval Date: October 26,2017
l }f P71 ! Page 1
PGT Industries,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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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
i through 11 of 11, dated 09/09/14, with revision B dated 06/06/17,prepared by
manufacturer,signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0629.12)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897,dated
08/01/14, signed and sealed by Idalmis Ortega,P.E.
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(Submitted under NOA No. 14-0930.25)
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C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5111
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)
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2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
Manuel P rez, E.
Product Control xa iner`
NOA No.1 - 614.09
Expiration Date: April 30,2020
Approval Date: October 26,2017
E-1
PGT industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/18.
4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 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 51 Edition(2014) and FBC
611 Edition(2017), dated August 29,2017,issued by manufacturer,signed and sealed
by Anthony Lynn Miller, P.E.
2. Statement letter of no fmancial interest, dated June 9, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E.
Supervisor,Product Control Section.
(Submitted under NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0629.12)
G. OTHERS
1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries,Inc. for their Series
"PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring
on 04/30/20.
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{
Manuel AreTez,P.E.
Product Contr aminer
NOA No. 7-0614.09
Expiration Date: April 30,2020
Approval Date: October 26,2017
E-2
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 8 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) MAX.BUCK WIDTH SEE TABLES 4-92)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 r 1.25'MAX.
B.SEE - TABLES 413 r 6"MAX. D.SEE _ —�{ I+— MAX.O.C.SEE TABLES 49 j1 PRODUCTRE VISED
LITE(CAP)MUST TEMPERED. SHEET3 � SHEET4 I I 7'
3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY
Ruildine Code
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE AC°OptO°00?'10 4'•QY
VISIBLE
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE I Expiration Date
LIGHT WIDTH MAX BUCK LIGHT WIDTH
ANCHOR TYPE. . B5'
r HEIGHT,SEE hfian Dede Product
1X WOOD BUCKS 4)ALL WOOD CARE OPTIONAL IF UNKS LESS THAN 1-112-IT IS DIRECTLY TO SUBSTRATE. OODICK ARETO BE CONSIDERED IX S I - - ----------- --- -� TABLE(ONGOR3 - ----------- --- -�
BUCKS DEPICTED AS 2X ARE 1.1/2"THICK OR GREATER,1XAND 2X BUCKS(WHEN USED) i I / + SHORT SIDE) 1 I / JR-06/06/17-UPDATED
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK T VISIBLE t / VISIBLE ..ANCHORAGE TO FBC 2017.
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR A I / LIGHT A,SEE C I LIGHT C.SEE
ARCHITECT OF RECORD,(AOR). / HEIGHT SHEET3 / HEIGHT SHEET4 •"s
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I I MAX.BUCK z
STUCCO.USE ANCHORS OF•SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION HEIGHT,SEE
ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX.O.C. TABLES R
SCOPE OF THESE INSTRUCTIONS. SEE TABLES I (LONG SHORT SIDE)
ci y m
4-13 MAX D.C.
D w CAnaa
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT T SEE _j ' 0: Via•
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED 1 TABLES }n 3° aoo0 � o
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS '• Ur N i 0: tcV
IMPOSED ON THEM.BY THE WINDOW. B0111—_� 6"MAX �-- D 1.25"MAX. --�•I+— O-
7)DESIGN PRESSURES: TYP.EQUAL-LEGBOX& TYP.INTEGRAL FIN&J-CHANNEL z LL CD o
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El 300. FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) La CID
U o ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST (ANCHORED THROUGH NAIL FIN) 125•MAX. W-•Z q rc
1
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El300: W O .6 0N'0
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX —+-I I►— v ZO
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6.MAX o Z Q Q U-
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE MAX Z W O
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR D.C. J
MAX O.C.
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO SEE TABLES MAX.O.C.SEE r SEE 0 LU
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 13 TABLES 4-9 j TABLES ® `SH 00 °5 Iaays
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 1 4-99 Z_ W
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.D.C.
4 T 0 Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING / SEE TABLES / VISIBLE i ¢ U0j Z 'I°'S
JURISDICTION. VISIBLE 4-13
LIGHT LIGHT o LL LL
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA; / HEIGHT HEIGHT ~ LD
ELCO AGGREGATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& MAX.BUCK w } W
BRONZEAJGHTER SHADES OF CAP COATED PVC EXTRUSION NDA'S;NATIONAL DESIGN / MAX BUCK HEIGHT,SEE U Z W
SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL HEIGHT,SEE / TABLES 4-9
TABLES 49 (LONG OR aglasa0 saua5
11)°PVB"=.090'TROSIFOLO PVB BY KURARAY AMERICA.INC. VISIBLE (LONG OR VISIBLE SHORT SIDE)
"SG"=.090'SENTRYGLAS®INTERLAYER BY KURARAYAMERICA,INC. LIGHT WIDTH SHORT SIDE) LIGHT WIDTH 011LYNV
6°MAX. 1' �, ` 4, .•�CEN$F'•. /_�.
GENERALNOTES.........................1 VISIBLE LIGHT FORMULAS I - ''I
WIDTH:BUCK WIDTH-4-3/16' L II �I I� �, NO.58705
ELEVATIONS.................................1 6'MAX. 1.25" "� h'� MAX•O.C.SEE TABLES 49 1.25"MAX.
FRAME,GLASS&ANCHOR MAX.O.C. ,
HEIGHT:BUCK HEIGHT-4-3116" MAX.
OPTIONS.............................2 SEE TABLES 413
INSTALLATION.FLANGE& CODES/STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 4-13 MAX BUCK WIDTH SEE TABLES 49 -Q
EQUAL LEG..........................3 •2017 FLORIDA BUILDING CODE(FBC),BTH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) A l �.'.(��
INSTALLATION.INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),STH EDITION TYP.INTEGRAL FIN.& ;0,�•.,
J-CHANNEL..........................4 •ASTM E7300-09 TYP.EQUAL-LEG/BOX& i F[ORIO •''
.GLAZING DETAILS........................5 FLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR ,FS+ '•...........
C9
DESIGN PRESSURES...................8-10
•ALUMINUM DESIGN 1MANUAL,ADM-2o 5STRucTION OR ANGLED CORNERS) ANGLED CORNERS) '�7;SYONAL,EC.��
BOM&ASSEMBLY.......................11 •AISI S100-12 (ANCHORED THROUGH NAIL FIN)
•AISC 360-10 A.LYNN MILLER,P.E.
P.E.#58705
TABLE 1:
• GIa1aS Description Table 'A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
# 'H'=HEAT STRENGTHENED
Type 'r°=TEMPERED
7 7/8"Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5/16"laminated;(2)Utes of 118"A Glass With.090"PVB Irderiayer 4 •PVB"=.090"TROSIFOL® 0� 0
8 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+5116"Laminated;(2)Lites of 118"A Glass with.090"PVB Interiayer 5 PVB BY A.INC.Av
9 7/8"Laminated I.G.:3116'A Exterior Ca +3/8'Air Space+5116"Laminated; 2 Liles of 1/6'A Glass with.090"PVB Irlted er 6 G"=.0 0' INC. BOX OR
P P ( ) a)/ "SG°=.090°SENTRYGLAS® �[3 EQUAL
10 7/8'Laminated I.G.:3/16'T Exterior Cap+318"Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Interlayer 6 INTERLAYER BY KURARAY FLANGE LEG
11 1"Laminated I.G.:1/8•T Exterior Cap+7116"Air Space+7/16"Laminated;(2)Lttes 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'PVB Interlayer 8 o0 D
13 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"PVB Interayer 9
14 1'Laminated I.G.:3116'A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass With.090"SG Intedayer 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 Interiayer 11 GLASS TYPES 14 THROUGH
16 1"Laminated I.G.:1/6"T Exterior Cap+7/16'Air Space+7/16"Laminated;(2)Liles of 3(16"H Glass with.090"SG Interlayer 12 '17 MAY NOT BE USED WITH J•CHANNEL OR INTEGRAL _
17-1-F Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16'Laminated;(2)Liles of 3/16"H Glass with.090"SG Interiayer 13 •FIN FRAMES. JLHANNEL INTEGRAL
�Q FIN O
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
Group Anchor Substrate Min.Edge Min. •MIN.OF 3 THREADS
Distance Embedment* BEYOND THE METAL
P.T.Southern Pine(SG=0.55) 7116' 1.3/8" SUBSTRATE.
#, SMS 118-8 S.S. Steel,A36" 318" 0.050"
(steel, °UNGROUTED CMU"
Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) VALUES MAY BE
A or 410 S.S.) Aluminum,6063-T5' 316" 0.050" USED FOR GROUTED
P.T.Southem Pine(SG=0.55) 7/16" 13/6" CMU APPLICATIONS.
3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/8"
Ungrouted CMU,(ASTM C-90) 2-11T 1-1/4"
#12 SMS P.T.Southern Pine(SG=0.55) 9116" 13/6" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
Steel,A36" 318' 0.050" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10.
(steel,18-8 S.S. Steel Stud,A653 Gr.33• 3/8' 0.0451'(18 Ga.)
or 410 S.S.) LONG LONG LONG SHORT
B Aluminum,6G63-T5• 318" 0.063" Imo- SIDE SIDE SIDE SIDE f-
1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1.318° T r PRODUCT REVISED
1/4"steel Cretellex P.T.Southern Pine(SG=0.55) 1" 1-W8' �w 1 zw 'Ww T ascomplyingwithauFlorida
09 o0 0 o I Bunning.
1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 13/8' xv 0 xm 7/ xQ. A�ccPuuccNa 6!
Concrete(min.2.85 ksi) 1" 1 3/4' i N! o `p"' °d,
AW
1/4'steel Ultracon 1
C Ungrouted CMU,(ASTM.G90) 2-1/2° 1-1/4° N G By
LONG LONG LONG LONG LONG o �y p1f, Da�Prodert
1!4°steel Creteflex Concrete(min.3.35 k61) 1' 1-3/4' SIDE SIDE yi SIDE SIDE SIDE ZO
1/4'steel Ultracon Concrete(min.285 ksl) 2-112" 143/4' f -- 0- -
TABLE 1/4"steel Cretellex Concrete(min.3.35 ksi) 2-1/2' 1-3/4' �w � NO CHANGES THIS SHEET.
D Ungrouted CMU,(ASTM G90) 2-1/2' 1-1/4' °N� = � o q/ =N =N1/4'steel Aggre-Gator Concrete min.3.275 ksl 1-1/2' 1-3/8' 0 � � � s `aGrouted CMU,(ASTM G90) r 2" 1.3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Group Anchor Substrate Min.Edge Min. ��� f`YNN"����i
Distance Embedment
E 2-1/7 x.131'Common Nail P.T.Southem Pine(SG=.55) 30 2-7118" 1070 TECHNOLOGY DRIVE ���A�-�CENSF
2-112"Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 318° 2-7116' Material Min.F. Mn.F, N.VENICE,FL 34275
P.T.Southern Pine(SG=.55) 1/Y 11-we" Steel Suer 92 ksi 120 ksl (941)-480-1600 ;* No.58705
#10 Trlsshead SMS Aluminum,6063-T5' 318' 0.050" 1s.s Screw 60 ksi 95 ksi ® -
(steel,18.8 S.S. 410 SCrcw 90 ksi 110 ksi COPYRIGHT 02017 PGr INDUSTRIES,INC. -'fl
Steel Stud,Gr.33' 3/8' 0.0451"(18 Ga.) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED
or 410 S.S.) Ek:o Aggre.GetoiS 57 ksi 96 ksi
3/8' 0.050"
F Steel,A36' �O,p'•. A ��
P.T.Southern Pine(SG=.55) 9/16' 13/8" THREADSMIN.OF 410
Etcoultracon® t55ksi to ksi - VINYL FIXED WINDOW NOA(LMBSM) 0 9/9114 �� •.,!2pRtpp,•• �'��
410 SS Elco C1eleFTe a 127.4 ksi 1897 ksi i is •••• G
#12 SMS Aluminum,6063•T5' 318' 0.063" BEYOND 606&T5Aluminum 16 ksi 22 ksi ° ;�. �
(steel,18$S.S. THE A36SIed 36ksi SBksi o GLASS/ANCHORS/FRAME OPTIONS om J ROSOWSKI �S�r�A�1t1`��`
Steel Stud,Gr.33" 3/8' 0.050" METAL
Cr 410 S.S.) Dr.33 Steel Stud 33 ksi 45 k5I '" = ` A.LYNN MILLER,P.E.
Steel,A36' 318' 0.050" SUBSTRATE. PW-5520 ' NTS '1 2 OF 11 o z° MD-5520.0 B P,E.#58705
A
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT
ANCHORED THROUGH 1/4•MAX,
FRAME INTO 2X WOOD I— EDGE DISTANCE 1/4'MAX.
FRAME OR BUCKSTRIP. SHIM 2 4 SHIM
SEE NOTE 2,THIS SHEET. EDGE
EMBEDMENT EDGE Q DISTANCE
FLANGE DISTANCE 5
FRAME
SHOWN
9 TYP.ANCHOR TYPE,
�1/4•MAX' ANCHOR 1"THICKI.G.
EMBEDMENT AND EDGE EMBEDMENTAND
2 SHIM EDGE DISTANCE PER
TYPTYP.ANCHOR TYPE, DISTANCE PER
SUBSTRATE, SUBSTRATE,SEE
u
EMBEDMENTAND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2.
6 a ^ EDGE DISTANCE PER �O
SUBSTRATE,SEE ,a
5 TABLE 2,SHEET 2. �p 7/B'THICK I.G.
FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7
FRAME n NOTES: FRAME
EQUAL-
SHOWN V L
7/8"THICK I.G. BUCK WIDTH FRAME
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 ALUMINUMBTEEL 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/T 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 SMS&TIG!
GS),SEE
BUCKS DEPICTED AS 2X ARE 1-1I2'THICK OR SHEET 2. 1--�
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE I PRODUCT REVISED
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
ss enn+MYtug with fha:F7aiir�
STRUCTURE.WOOD BUCK DESIGN AND BOdi g Coda
INSTALLATION IS THE RESPONSIBILITY OF THE Accepumce tdo�7'� l
ENGINEER OR ARCHITECT OF RECORD. E Mtt'o Date
3)VISIBLE LIGHT WIDTH G)HEIGHT(ALSO REFERRED B 06
'f0 AS DAYLIGHT OPENING)IS MEASURED FROM Miami sde Product1"THICK I.G. BEADING TO BEADING. FLANGEEQUAL
FRAMELEGBOX NO CHANGES THIS SHEET.
SHOWNFRAME
TYP.ANCHOR TYPE, SHOWN
EXTERIOR EMBEDMENTAND OD EXTERIOR ❑ o
EDGE DISTANCE PER �L,
a 4 LLLJJJ SUBSTRATE,SEE INSTALLATION ��// INSTALLATION
7
EQUAL- TABLE 2,SHEET z. OPTION 4 OPTION 4
LEG/BOX
1/4'MAX.SHIM ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL I[fill,
r�'''i
RA
srlRAM
owN
0 1070 TECHNOLOGY DRIVE t�,• `1GEN �!'�'��
N.VENICE,FL 34275
(941)-480-1600 �*: No.58705 aaa+++
EMBEDMENT
. - COPYRIGHT m 2017 PGT INDUSTRIES,INC.
VISIBLE LIGHT FORMULAS 1 CERT.OF AUTH.#29296 ALL RIGHTS RESERVED
%O STA :/4'�
INSTALLATION WIDTH:BUCK WIDTH-43/16•
OPTION •. A,
VINYL FIXED WINDOW NOA(LM&SM) 9/9/14
HEIGHT:BUCK HEIGHT-4J/16' i��s �......•
ANCHORED THROUGH EDGE DISTANCE
FRAME DIRECTLY INTO o FLANGE&EQUAL-LEG/BOX FRAMES om J ROSOWSKI '',,S,�ONAL I�?�``
CONCRETE/CMU. VERTICAL SECTION B—B Ills;,
PW5520 _ NTS N 3 OF 11 �z MD-5520.0 � B A.LYNN MILLER,P.E.
-N P.E.#58705
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
+/a'MAX.SHIM ANCHORED THROUGH 1/4 MAX.SHIM
INSTALLATION OPTION 5
EMBEDMENT FRAME INTO 2X WOOD ANCHORED THROUGH INTEGRAL FIN �— EDGE DISTANCE
INTO 2X WOOD FRAMES S BUCKSTRIP,
ANCHORED THROUGH FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.
INTEGRAL FIN INTO 2X WOOD
r EMBEDMENT NOTE 2,THIS SHEET,
T O
FRAME OR BUCKSTRIP.SEE
NOTE 2,THIS SHEET. EDGE 1 3
EDGE DISTANCE DISTANCE
LJ 5 Q
J-CHANNEL
FRAME Q
SHOWN ^ EMBEDMENT
71 �Q 1'THICK I.G. DD
1 `1/4'MAX.SHIM TYP.ANCHOR TYPE,
EMBEDMENTAND L�
TYP.ANCHOR TYPE, EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRATE,SEE
6 DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE,
a SEE TABLE 3,SHEET 2. (SCREW SHOWN) FIN EMBEDMENT AND EDGE
(NAIL SHOWN) Op T/8'THICK I.G. p FRAME DISTANCE PER SUBSTRATE,
5
SHOWN SEE TABLE 3,SHEET 2.
J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH ----�I 7 (NAIL SHOWN)
FRAME
718'THICKI.G. NOTES: SHOWN v
• BUCK WIDTH
A USE CHORSL I SUBSTRATE—APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2&3,SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD.
BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3.SHEET 7
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
BUCK VISIBLE THAN 1-12'THICK ARE TO BE CONSIDERED IX
LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL
HEIGHT 1/4"MAX.
HEIGHT IF UNIT IS INSTALLED DIRECTLY SUBSTRATE. 1/4'MAX.SHIM #10 OR#12 STEEL SHIM
WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK SMS(G5),SEE
OR GREATER 1X AND 2X BUCKS(WHEN USED) r� TABLES 2&3,
SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. PRODUCT RMSED LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Building
od with Au Flaridn•
AND INSTALLATION IS THE RESPONSIBILITY OF Building Code
THE ENGINEER OR ARCHITECT OF RECORD. Q E. *.tvtco hb� .a �£�pirnt' Dffit
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO By
REFERRED TO AS DAYLIGHT OPENING)IS Q It Dade rodnct
1'THICK I.G. MEASURED FROM BEADING TO BEADING. ��
IN AND/OR
FLANGE MAYBE NO CHANGES THIS SHEET.
REMOVED IN-FIELD
O INTEGRAL FIN o EXTERIOR
EXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN
3 AND EDGE DISTANCE PER v p
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. `+,+III
1/4'MAX. '\%
SHOWN �SHIM - 1070 TECHNOLOGY DRIVE `�•`� ON ceHNN��!
INSTALLATION ❑ LE
N.VENICE,FL 34275
EDGE (941)-480-1600 _ :' NO.
OPTION 5
DISTANCE ® �/L-
ANCHOREDTHROUGH COPYRIGKr®2017 PGT INDUSTRIES.INC. -j) r
INTEGRAL FIN INTO 2X CERT.OF AUTH.#29286 ALL RIGHTS RESERVED J� 6/ •Q'.
WOOD FRAME OR VISIBLE LIGHT FORMULAS O sT TE F
BUCKSTRIP.SEE NOTE 2, WIDTH:BUCKWIDTH-4-3/16' VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14 ��'••'t ORIDP,,•'•����
THIS SHEET. EMBEDMENT HEIGHT:BUCKHEIGHT-43/16' '''s Gam`
VERTICAL SECTION D-D J-CHANNEL&INTEGRAL FIN FRAMES o� J ROSOWSKI �is�ONl i l t
N A.LYNN MILLER P.E.
40F11 MD-5520.0 1�1BNTS P.E#58705PWS$20
—►{ 7/8'NOM, 7/8"NOM. 718'NOM. 7/8'NOM. �•�-
5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A PVB 5116"A/A PVB
7/16"AIR SPACE 7/18"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUCf REVISED
1/8"A GLASS 1/8"T GLASS 3/16'A_GLASS 3/16"T_GLASS as complying withAcFfN*a
Building Code
CIA-
80-83 a80.83 80-83 MBAycia
&-014*Do
a EXTERIOR EXTERIOR aEXTERIOR aEXTERIOR Era
80-83
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET.
1'NOM. V NOM. M. 1'NOM.
I I I LU z Y m
7/16"A/A PVB 16 °a
7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG w rn a
7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE }n aoa c o
0
1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 3116"A GLASS p C-1 '!
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z J ABO
!L
U W o ®o
80-83 80.83 80.83 80-83 F Z Coro
n? 5Ma
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z ° c LL
z o
3
❑ taa45
® m ❑ C)
� y+- 1'NOM. -�-{ 1"NOM. -�{ �•+ 1" Z NOM. --�{ _ � F
I I I + I By � Z
Miami Dad.Product Cairo) ¢ W p ataas
7/16"A/A SG 7/16"H/H SG 7/16"H/H SG
EXTERIOR O �` N
318"AIR SPACE Z 1O
7/16"AIR SPACE 3/8"AIR SPACE a w U/
112"NOM.GLASS o
3/16"T GLASS 1/8"T GLASS 3/16"T GLASS 80 83 BITE TYP. > CD a
aEXTERIOR a EXTERIOR a EXTERIOR apl •asap saua5
6 7 Q 74
80.83
Ll
\:P=�,•' LICENSE /CAE`
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78IL
* No,58705
'A'=ANNEALED •. f'5F/
�H"=HEAT STRENGTHENED GLASS TYPES I4 THROUGH •" < ,pST ��/`
"P=TEMPERED 17MAYNOTBEUSEDWITH ���`31 '• ORIDI"•.
'PVB°=.090"TROSIFOL® INC 'FIN FRAMES J-CHANNELOR INTEGRAL TYP.GLAZING DETAIL '.�Si0NAL EN'G '`
PVB BY KURARAY AMERICA, . • ,�' 1
"SG"=.090"SENTRYGLAS 17111 j1
NN MILLER,P.E.
INTERLAYER BY KURARAY AMERICA,INC. A.LYP.E.#58705
TABLE 4:
Window Design Pressure,(+/--psf) Use
1hisor GkIss 7
1/8"A Cap-Airspace-5/16"A/A with PVB Typo
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
18 +1-50 +I--50 +/50 +1--SO +/50 +/50 +/50 +/50 +/-50 +/50 +150 +/50 HORIZONTALLY AS SHOWN.
20 +/•50 +/-50 +/50 +1-50 +/-50 +/50 +/50 +/50 +/-50 +/50 +l-50 +/-50 LONG PRODUCT REVISED
SIDE es complying with do FTetM6
22 +l50 +/•50 +/50 +150 f/50 +l-50 +/-50 +LSO +/•60 +/-50 +/50 +l50 I»— LONG SIDE U10ding Code
24 +/50 +/-50 +F50 +1-50 +/-50 +150 +/50 +/50 +/50 +/•50 +/50 +/-50 T—
I Acap ante No
Q 1 Erpiratba Date
26 +/50 +/50 +/50 +/-50 +/50 +/50 4150 +/-50 +/-so
. +/50 +/50 +/-50 SHORT
28 +/50 +1•50 +l50 +l50 +l-50 +/50 +/50 +/-50 +l50 +/50 +/50 4/-50 SIDE � By
SHORT I_ M.W,.Dade Prodttc2'GodhGl
� 30 +f50 +/50 +1-60 +ISD t150 +/50 +/50 +/-50 +/-50 +/50 +150 - SIDE f
32 +/50 +/50 +/-50 +/50 +150 +/50 +/50 +/50 +/50 +/50 NO CHANGES THIS SHEET.
9
05 34 +/-50 +l-50 +/50 +/50 +/50 +/-50 +/-50 +/50 +/50
36 +/5D +/50 +150 +/50 +/-sD +lso +/50 +/50
t �— LONG SIDE '"-
� 38 +/-50 +/50 +/50 +/50 +/50 +I50 +/50 -�— rc
40 +/50 +150 +150 +/50 +/-50 +/50
42 +/50 +/50 +/50 +/50 +/50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF MCMIU14G SHORT ,�/ LONG
+/•50
THROUGHTHE FRAME PER SHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE fl SIDE m
44 +/50 +/-50 +/-50 _
+150 +/50 Y
46 +/50 APPLIES TO A,B,COR DANCHORS APPLIES TO FOR FANCHORS ui N
48 +150 +/•50 (SEE TABLE 2) (SEETABLE3) _� w Onca
61.05 +/50 a" }ti a1eD O N
—I SHORT 0
--I SIDE 0 J p
Z LL Q r uMa�O r2
TABLE 5: U L o ®m
Window Design Pressure,(+/-psi) Use
w �`Lu �w �+"a
for Glass
v d Q
1/8"TCep-Airspace-5/16"A/A with PVB Type: 8 oZ �
Window Long Side(in) V O U.1 O
Dimensions 667m s4 6-o Be 70 74 77 80 84 87 92 97 98 Z m
32 +/50 +/-50 +/50 +/-60 +/SO +/-50 +/-60 +/50 +/50 +/50 +/5D +/50 41-M
34 W50 +/-50 +150 +/50 +/50 +/50 +150 +/50 +/-50 +/-50 +/-50 +/-07.3 +/-46.7 ® V OD � laagg
36 +/50 +/-50 +/50 +/-50 +/50 +/50 +/50 +/{0 +/50 + Z/-50 +/-07.5 +/-05.4 +/-04,6
CO F�
38 +/50 +/-50 +/-60 t/•50 +/50 +/50 +/50 +/50 +1-50 +/-49.1 +/-46.1 +1.43.9 to Z
40 +/50 +/-50 +/50 +l50 +l50 +1-50 +/•50 +/50 +1-60 +/-48.2 +/-45.1 CI
W W
_ o
42 +/50 +!-SD +F50 t/50 +/50 +/-50 +/-60 t150 +/•49.8 4/-47.4 LL Z N
F (7
� 44 +l50 +l-50 +/-50 +/50 +/50 +/50 +/50 +I50 +!•48.9 I � Z U
m 46 +/50 +/-50 +/-50 +/50 +/50 +1.5(3 +150 +/49.9 W
o
C3
48 +/50 +l-5D +/-BD +/50 +/50 f/50 +/50 epll -.2 seua
rn 50 +l50 +/-50 +1-50 +/50 +/50 4150
\11111 52 +/50 +/-60 +/-60 +/-50 +/50 MAX.O.C.SPAG NIV
SPACING ANCHORING MAX.O.C.SPACING IF ANCHORING \\\
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET \�\ Cr1........
54 +/50 +/-60 +/-60 +/-60 NOTES:
APPLIES TO A,B,COR DANCHORS APPLIESTOE -- ANCHORS 1)BUCK DIMENSIONS SHOWN. E '•�
6fi +/50 +/50 +/50 (SEETABLE2) (SEETABLE 3) �'p
68 +/50 41.60 34"FORE ANCHORS,4"FOR FANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE *:' No.58705
TS"
60,926 +/50 NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). A�( Gf I
FIND THE SMALLEST SQUARE WINDOW SIZE IN 10,c'.. ST El
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL %� -•,!e[ORIDr;.••' \��
WINDOW WILL COMPLETELY FIT WITHIN. �j7SS�ONA` \G`��
/j11111111\\
\\
A.LYNN MILLER,P.E.P.E.A 58705
TABLE&
Window Design Pressure,(+1-psf) usem�>ade
3/16"A Ca -Airs ace-5/16"A/A with PVB for sass 9&10
3/16"TCa -Airspace-5/16"A/Awnh PVB Types:
TABLE DIMENSIONS MAYBE
Window Long Side(n) ORIENTED VERTICALLY OR
Dimensions 6p.9m 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN.
32 +/50 +/50 +1-50 +/50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-60 LONG PRODUCT REVISED
34 +/50 +1-50^ +/-50 +/-50 +/-60 +1-50 +/50 +/•50 +/.56 +/-50 +/-50 +/-50 +/50 SIDE a wmpiying with the Flaky
F-- LONG SIDE Bui:ding Cade
36 +150 +/•50 +/-50 +/50 +/-50 +/-50 +/•50 +/-50 +/•50 +/-60 +/50 +/-W +/-60 A=pamw11 IT. 14.p09
38 +/50 +/50 +1-50 +/-50 +1-50 +/5D +/50 +1.50 +f-60 +/-50 +/50 +1-50 Expim0ca Dae
40 +/50 +/50 +/50 +/50 +/-50 +/5p +150 +1-50 +l-50 +/-50 +/-50 SHORT By,
SIDE M� .Dede .
42 +/50 +1.50 +G50 +/50 +/-50 +150 +15D +1-50 +150 +/-50 } SHORT
44 +/w +/50 +/-50 +/50 +/-50 1 +/--0 +150 +150 +I-w L. SIDE
NO CHANGES THIS SHEET.
h 46 +/50 +/-50 +1-50 +/50 +/50 +/-SD +1-60 +/-60 T 48 +/50 +/50 +/50 +/-50 +/50 +/50 +I50 I-- LONG SIDE
rn 60 +/50 +1-50 +/-50 +/-% +/50 +1-50 -7—
62 +/50 +/-50 +/-SO +/-So +/-50 MAX.O.C.SPACINGIF ANCHORING MA%.D.C,SPACING IFAN010RING }
54 +/50 +150 +150 +/50
THROUGHTHE FRAME PER SHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SHORT
LONG
SIDE
+l50 +f•50 +/50
APPLIES TO A.B,C OR DANCHORS APPLIES TO FOR F ANCHORS SIDE Y m
58 c
(SEE TABLE 2) (SEE TABLE 3) � z � 07 '�aa
56 +/50 +1-50 IV 3.5-FOR E ANCHORS,4"FOR F ANCHORS w O'� 8
CD N Q DIDO CA
J SHORT O m -� L9
TABLE T '1 SIDE C)J C3
Z Il. n= UMDJQ
Window Design Pressure,(+1-pso u5el'"� s 7:La o
N
Type: 11 o W q 1/8"T Cap-Airspace-7/16"A/A with PVB < QMQ
Window Long Side(n) r`> m
Dimensions 60.926 64 66 68 70 74, 77 80 84 87 92 97 99 Z Q to
32 +170 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +170 +/-70 +/-70 +1-70 +/-70 +/-70 O p
34 +!70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l 70 +/-70 +1-70 +1-70 +/-70 +I-70 Z Q
36 +!70 +1-70 +1-70 +1-70 +1-70 +1-70 +1.70 +1-70 +/-70 +1-70 +1-70 +1-70 +1-70 � P
® O W 3aa4S
38 +!70 +1-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 Z i CO
40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70
42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 +/70 +/-70 +/-70 W K a�s
c 44 +/-70 +/-70 +/70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 o X_ EL O
io 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 F 1� Z N
$ 48 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 u Z m ?�
y 50 +1-70 +/-70. +/.70 +1-70 +/70 +/-70 > 0 d
62 +l70 +/-70 +/-70 +/-70 +/70 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING DsaQ seuas
54 +/-70 +/-70 +/-70 +/•70 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4 \\"1
56 +/-70 +/-70 +/-70 APPUESTO9,CORDANCHORS APPLIESTOFANCHORS �� pNY LYNN,I.��%
58 +1-70 +1-70 (SEE TABLE 2) (SEE T4 BlE 3) NOTES: ;\���' LIGENSF ���
1)BUCK DIMENSIONS SHOWN. Q•: •.��i
60.926 +/-70
2)FOR SIZES NOT SHOWN,ROUND UP TO THE =*: No.58705
NEXT AVAILABLE SHORT OR LONG DIMENSION. *_-
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), '� b ( ��•= �-
FIND THE SMALLEST SQUARE WINDOW SIZE IN F (U��
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL (�s'•.F�ORIDP.. \C\�
WINDOW WILL COMPLETELY FIT WITHIN.
7jT71111111��\
A.LYNN MILLER,P.E.
P.E.#58705
TABLES:
Window Design Pressure,(+I-psf) Use this table
3/16'A Cap-Airspace-7/16"A with PVB is Glass 12Types:
Window Long Side(in) TABLE DIMENSIONS MAY BE
Dimensions 59,649 71 73 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR
32 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 HORIZONTALLY AS SHOWN. '
34 +/-70 +/•70 +/-70 +/-70 +/-70 +/•70 +1-70 +470 +/-70 +/-70 +/-70 +/-70 LONG PRODUCT REVMW
36 +/-70 +1.70 +f-70 +/-70 +/-70 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 ' +/-70 SIDE zs.plybv'.iIb1h3vemR
�- LONG SIDE Ruitd�g Code
38 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +I.70 +1-70 +/-70 +/-70 +/-70 -i7l mC '
40 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +1-70 2`p�°on°°Dore
SHORT
42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70K167...4
+/�9,6 +1.66.7 SIDE B}
- I Mie. Dade Product
44 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/•70 +/-70 +/-70 +/-66.4 +/-63.7 SSIDE 46 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-69.9 +/-63.9 +/-61.7 J-_ NO CHANGES THIS SHEET,
a, 48 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-67.8 +/51.9 +159.7
50 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +169.5 +/-68.6 +/•65.9 +/59.952 +/-70 +1-70 +/-70 +l•70 +1-70 +/-70 +/-67.8 +/56,9 +1-64.2 �- LONG SIDE -�
W 54 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-66.2 +/35.3 +/-62.5 T-
56 +I-70 +1-70 +/-70 +/-70 +/-70 +/59.2 +/-64.7 +/33.8 SHORT LONG
57 +/-70 +1-70 +1-70 +/-70 +/-69.8 +/•68.1 +/54 SIDE SIDE
Y m
+ W m v
60 +1-70 +1-70 +/-70 +!•69.7 +/•67 +/.65.3 ..L_
62 +1-70 +/-70 +/-69.9 +/-67.9 +/-65.2 MAX,O.C.SPACING IF ANC14ORING MAX.O.C.SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET TO
64 +/-70 +f-70 +/-68,3 +/-66.3 /7 R
66 +1.69.9 +/58.9 +1.66.7 APPUES TO B,C OR D ANCHORS APPLIES TO F ANCHORS ILA (� g a L9
68 +/•68.4 +/57.4 (SEE TABLE 2) (SEETABlE 3) SHORT
O t7 ~
J J O 21ii_ ,fB ❑
ISS 4"
TABLE 9: W U W
Window Design Pressure,(+l-psf) IsemLs teHe
F-z < aid 0MO
�� �
3/16"T Cap-Airspace-7116"A/A with PVB ra Glass
pe 13 z g W
Window Long Side(In) O LL-
O
Dimensions 69.649 71 73 76 78 SO 85 86 89 92 96 99 F w
32 +/-70 +/•70 +/-70 +1•70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 2 O W iaa4S
34 - +/-70 +/-70 +1-70 +/-70 +/•70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 ® P Z U)
36 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 Q W F-
38 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 Q W Lu 61-
40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 o X LL N
42 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 1= W Z
44 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 cWi Z W
46 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/58.6 > ❑ n•
a 48 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/58.8 +1.66.3 altl ,sa0 sauaS
a 5o +/-70 +/-70 +1-70 +I-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/•66.6ra
52 +/70 +/-70 +/-70 +w0 +/-70 +/70 +/-70 +/-70 +/-70 +/•68.5 \��. DW LYNIv
t 54 4+1-70
+1-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-69.5 NOTES: �'�.•' UtCENSF'•�����
to 1)BUCK DIMENSIONS SHOWN.
56 +1-70 +1-70 +1•70 +/-70 +f-70 +/-70 +/-70
57 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE -�'.' NO.58705
NEXT AVAILABLE SHORT OR LONG DIMENSION. _*
60 +/-70 +/-70 +/-70 +/-7062 +/-70 +/-70 +/-70 +/-70 MA7f•O.C.SPACING IF ANCHORING MA%.O.C.SpACNG IFANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), pTHROUGHTHE FRAME PER SHEETS3&4 THROUGHTHEINTEGRALFIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN � ST 7E F ��64 +1-70 +/-70 +/-70 ( ) �
THE TABLE S ABOVE WHICH THE ARCHRECTURALAPPLIES TO 8,C OR D ANCHORS APPLIESTO F ANCHORS `+1-70 +1-70 WINDOW WILL COMPLETELY FIT WITHIN.
ISEETABLE 2) (SEE TABLE 3) ONAL
se +alo +/ao TES. a� // �H/IIIInt`N
99.649 +/-70 A.LYNN MILLER,P.E.
P.E-*58705
TABLE 10:
Window Design Pressure,(+/-psf) Use this
forGBss 14
3116"A Cap-Airspace-7/16"A/A with SG Type:
W Indoo Long Side On)
Dimensions 69,649 71 73 75 78 80 a5 86 89 92 96 9g TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
32 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801.110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 HORIZONTALLY AS SHOWN.
34 +80/-110 +801-110 +801410 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-109.4 +801-108.3 +80/-107.6 LONG PRODUCT Ryry1SED
36 +801-110 +80/-110 +80/410 +801410 +80/-109.5 +801-108.6 +801-106.8 +801.106.5 +80/-105.5 +80/-104.7 +80/-103.6 +801-102.9 SIDE ascemplyi-S-ithlwFki l
F~-
LONG SIDE 9mldiag Code
38 +801-109.7 +80%108.9 +80/-107.8 +80/-106.8 +BD/-105.5 +801-104.6 +80/-102.7 +801-102.4 +801-101.4 +80/-100.5 +80/-99.4 +801-98.7 A Pima rro il-M14-.09
40 +80/-166.3 +80%105,6 +80/-104.4 +80/-103.3 +80f-101.9 +80!•101 +80/-99.1 +80/-98.7 +80/-97.7 +80/-96.8 +80/-95.7 +80/-95 E'`P...
42 +801.103.3 +80/-102.5 +80/•101.3 +80/-100.2 +80/-98.8 +80/-97.9 +80/-95.8 +80/-95.5 +80/-94.5 +80/-93.5 +801-92.4 +BO!-90,7 SHORT By
SIDE44 Atiuni ad"Ptad�ct CmRcn4
880l--984 +80/--97.5 +80/--96.2 +601.95 +80/A3.3.4 +80/9 1 26 +801-90.3 +801-89.9 +80/ SHORT
-88. +801-85.5 +801-83.1 +801-al.6 -�-46 + SIDE
NO CHANGES THIS SHEET.
c 48 +80/-96.3 +80/-95.4 +801-94.1 +80/-92,9 +80/-91.2 +80190.2 +801-88 +80/-87.6 +80/-84.6 +80/92.6 +801-80.2 +/-78.6
60 +BO/-94.6 +80/-9&6 +801.92.2 +801-90.9 +80/-89.2 +80/98.2 +BO/-85.4 +801-84.5 +80/-82.4 +801-8D.2 +/-77.6 2 '
52 +BW-93 +80/-92 +80/-90.6 +801-89.2 +80/97.4 +80/-86.4 +801-83.3 +60/-82.6 +801-80.2 +/-78 f+- LONG SIDE -�
N 54 +801-21.7 +SW90.6 +80/99.1 +80/97.7 +801-85.8 +80/94.7 4801-81.3 +801-80.4 +/-78.1
56 +B01-90.5 +80/99.4 +80/-87.8 +80/-86.4 +BO/-84.4 +80/93.2 +/-79.3 +/-7&6 SHORT LONG
57 +80Y-90. +801-88.8 +80/97.2 +80/-85.8 +80/-83.4 +80/-82 +1-78.4 SIDE SIDE Y CO
60 +BO/97.2 +80/96 +80/-84 +80/-BZ5 +80/-80.1 +/-78.6 j co •nay _
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 'N'�
62 +80/94.6 "+80/-83.8 +80/-82.1 +801.80.4 +/-7B THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 1e 0 o
64 +80/-829 +80/92 +801-80.1 +/-7&4 }n �3 1 a O
66 +80/91.1 +80/-80.1 +/-78.3 APPUESTOB,CORDANCHORS (�N 2 ac o N
(SEETABLE2) NOTAPPLCABIE SHORT O --t �
68 +l-79.3 +1-78.4 GLASS TYPES 14 THROUGH SIDE J o a ,IS in
13.2° '17 MAY NOT BE USED WITH O U- _ uMaO
69.649 +/•77.7 - J-CHANNEL OR INTEGRAL z '-
FIN FRAMES. =W
TABLE 11: ¢ -77
Window Design Pressure,(+/-psf) Use1ar(ems a W ` DMo
3/16"T Cep-Airspace-7/16"A/A With SG Type 15 c z
rn
Windom/ Long Side(in) ¢O W O
Dimensions 77.76 79 81 1 83 Be 87 91 94 96 99 104 107 111 Z Q
36 +801-110 +80/-110 +80I-110 +80'-110 +801-110 +801-110 +801-110 +aW-110 +BW-110 +301-110 +aD1.110 +801-110 +80/-110
O U.1
paayg
40 +BW-110 +80/-110 +80/-110 +W-110 +W-110 +801-109.9 +SW-108.5 +W-107.5 +80/-10&9 +80/-106.1 +8W-104.8 +80/-104.1 +W-103.3 ® Z j
42 +801-110 +80'-109.8 +80/-10B.8 +801-107.9 +80/-108.7 +8W-106.3 +801-104.8 +8W103.8 +80/-10&2 +81X-100.8 +SW-97.7 +801-98.4 +BW94.8 Z
44 +8W-107.3 +BW-106.7 +601-105.7 +BW104.7 +801.103.4 +80/•103 +801-101.4 +BW-98.6 +8W96.7 +8W-941 +8W-91.4 +BW90.3 +M-89.2 p w
along
48 +801-102 +W-101.3 +80/-100.3 +801-99.2 +80I97.3 +8W-%2 +Bd.925 +BW-90.4 +801-89.2 +801-87.3 +BW-84.4 +801827 +801$0.5 LL W o
60 +80/-99.8 +80199.1 +8W-98 +8W96.9 +BW9 8W 3.9 + -93.1 +80/•89.9 +BW-97.7 +80/-86.2 +801-84.3 +BW-81.1 +/-79.3 +/-77 J 3 u�
51 +80/-96.8 +80/-98 +801-96.9 +80195.8 +BW928 +80/-92 +W-88.7 +80/-88.4 +BOM-85 +SW-826 +/-79.6 +/-77,7 +/-75.3 Z
54 +80/-96.1 +80/95.3 +8W-94 +8W921 +8W 89.4 +BW 88.5 +8W95.1 +BW-627 +801411.1 +/-78.9 +/-75.3 +/-73.2 +/-70.6 j p 0-
°- 56 +8W-94 +8W93.2 +8W-91.6 +8W90.1 +BW-87.2 +BW98.3 +8(y$2.8 +8W-60.2 +/-78.6 +1-76.3 +/-725 +/70.5 anu asap sauas
w 58 +80/-91.4 +8W90.6 +80489 +80/-87.5 +80/•85.1 +BW84.2 +W-80.8 +/-78 +/-76.3 +1-73.8 +/•70.2 ```,ttlll111/1�7,
e 61 +60/97.8 +60/-87 +Bp/$5.3 +8W-83.6 +801.81.2 +80f-80.5 +/-77.3 +/-74.6 +/-728 +/-70.4 pNY LYNN
to63 +BW-85.5 +8W$4.8 +BW.828 +BW$1.1 +/-78.8 +1-78 +/-74.8 +/-723 +/-70.8 NOTES: �� 0 `' .CENS.
C\ P
64 +80/-84.4 +BW83.5 +0.81.7 +/•80 +/-77.5 +/-78.6 473.5 +/•71.2 1)BUCK DIMENSIONS SHOWN.
a6 +8W922 +8W$1.2 +/-79.4 +/-77.6 +/-76 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE v* No.58705
a9 +1$0 +/-79.1 +I-77.2 +1-76.4 +/-727 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. ITA
MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IFANCHORING 70 +/-78 +/-77.1 +/-75 +/-73.2 +/-70.5 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), •,THROUGH THE FRAME PER SHEETS 3&4 THROUGH THEINTEGRAL FIN PER SHEET4 FIND THE SMALLEST SOUARE WINDOW SIZE IN %0-72 +/-76 +/•75 +/-73 +/-71.1 . /U
APPLES TO 8,C OR D ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL "CORIDP'.•'' \��
74 +/-74.1 +/-73 +1-71 (SEE TABLE 2) NOTAPPUCABLE WINDOW WILL COMPLETELY FIT WITHIN. i�Ss '•••.... G`1
78 +/-722 +/-71.1 'li'01VAL EN�`�
13.2^ /ll llllllt\\
77.76 +/-70.5 A.LYNN MILLER,P.E.
P.E.p 58705
TABLE 12:
Window Design Pressure,(+l-pSf) use th TABLE DIMENSIONS MAY TI
for Gloss Glass 18 ORIENTED VERTICALLY OR
1/8"T Cap-Airspace-7/16"WH wM 9G Type: HORIZONTALLY AS SHOWN.
Window Long Side pn) LONG
Dimensions 60.926 64 66 • 68 70 74 - 1 77 BO 84 87 92 97 99 SIDE
�— LONG SIDE
32 +80/-110 +801-110 +801.110 +801.110 +80/-110 +801-110 +801-110 +8W-110 +801.110 +80/-110 +801-110 +801-110 +BOl-110 PRODUCCREVISED
34 +80/-110 +801-110 +801-110 +801-110 +80/•110 +801.110 +801.110 +801-110 +BOI-110 +80/-110 +80/-11a +80!•11a +B0/-110 T- mcampljrmg with the Ftorila
36 +80/-110 +80/-110 +801-tio +801-110 +801.110 +80/-110 +80/-110 +801-110 +801-11D +801-110 +80/-110 +80/-110 +8p/-110 SHORT Aw pte-
,��w"ce Tw •D 2020
38 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801.110 +601-110 +801-110 +801-110 +801-110 +80/-110 +801-110 SIDE I SHORT PYp.tioc Die O
40 +80/-110 +801-110 +801.110 +80/-1Ia +80/-110 +801-110 +601-110 +W-110 +801-110 +80/-110 +80/-110 ~1 SIDE SY
c
a&Product'
42 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +BO%110 4ti�"
c 44 +801.110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +8D1-110 1 +801.110
O
m 46 +80/-110 +80/•110 +80/410 +801-110 +801.110 +801-110 +80/-110 +BOI-110 �— LONG SIDE NO CHANGES THIS SHEET.
0 48 +81Y-110 +80f•110 +80/-110 +80/-170 +801-110 +80/-110 +80/-110 T— E
N 5D +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 SHORT ,6/ LONG
52 +801.110 +801-110 +801-110 +801-110 +801-110 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING I F ANCHORING SIDE f7 � SIDE a
54 +80/-110 +801-110 +801.110 +801-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET
56 +80/•110 +80/•110 +8W-1Ia APPLIES TO B,C OR D ANCHORS
(SEE TABLE 2) NOTAPPUCABLE v Y m
58 +BD/-110 +80l-110 z
118" GLASS TYPES 14 THROUGH "aa
60.926 +801-110 17 MAY NOT BE USED WITH _ I SHORT W O1 3
J-CHANNEL OR INTEGRAL —�I SIDE C) o) O
•FIN FRAMES. �, N g "7W Oa, N
u�
TABLE 13: to
O V' F LO
Window Design Pressure,(+/-psf) Use or� 17 Z U "�a
3196"T Cap-Airspace-7116"H/H with SG Type =W o _
Window Long Side(m) W U
Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 111 118 120 125 136 144 F-WZ a ,CO6 sma
36 +801-110 +80/-110 +80/-110 +BOI-110 +80/-110 +80f-110 +80/-110 +80/-110 +80/-110 +80/-110 +801.11D +B01-110 +80/-110 +80%110 +80/-110 +BO/-110 +80/-110 +801-110 0> a W
40 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801.110 +80/410 +80l-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 Z Q� Q W U-
42 +801-110 +80/-110 +80/-110 +801-110 +801-110 +BDI-110 +80/•110 +801-110 +801-110 +80/410 +801-110 +801.110 +801-110 +80/-110 +801-110 +801-110 +801-110 +8d-110 O -1 O
Z GO O
44 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +BO%110 +801-110 +801-110 +80/-110 +801.110 +801-110 +801410 +80/-110 +801-110 +801-110 +11o/-110 F
48 +801-110 +801-110 +801-110 +801-110 +801-110 +801.110 +601-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801.110 0, O W �aa4s
50 +801-110 +80/-110 +80l410 +804110 +801-110 +801-110 +80t-110 +801-110 +80/-110 +8D/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 ® Z F
51 +Bo/-110 +BOl-110 +801-11a +801-110 +801-110 +Bo/-110 +801-110 +801-110 +80/-110 +80/410 1 +801-110 +801-110 +801-110 +801-110 �i
Z
Lu
54 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +60/410 +801-110 Q W al"�s
56 +80/•110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801410 +80/-110 +80/-110 +801-110 +801-110 o X a o
c tL Z N
58 +801-110 +801-110 +801410 +801-110 +801.110 +801-110 +801-11 D +801-110 +801-110 +801-110 +801-110 C7
N
= 61 +801-110 +s010 +80/-110 +80/-110 +80/•110 +801-110 +801-110 +80/-110 +801-110 +80/-110 v
/-1 Z W It
to63 +80/-tic +801-110 +80/-IID +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 > �.
64 +801-110 +80/-110 +60/•11D +801-110 +80/410 +801-110 +801-110 +80/-110 - a111 'asap sauas
66 +801-110 +001-110 +801-110 1 +80/-110 +801410 +801.110 +80/-110 �\1111 1 I t t 11/77
68 +801-110 +80!-1iD +001-1110 +80/-110 +801410 +BO/-110 �NY LYN�r
70 +80/-110 +80/-170 +80/-110 +801-110 +80/-110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANOIORING `�� � ,.
THROUGH THE FRAMEPER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 ; �,•• VICENSF••,``�
72 +801-110 +801-110 +801-110 +B01-110 Q•:
74 +80/-110 +80/-110 +601-110 APPLIESTO B,C ORD ANCHORS * :/ No.58705
(SEE TABLE 2) NOT APPLICABLE
76 +801-110 +801-110 *=
77.76 9
+80/-110 10O � E 7 :•.46
NOTES: • %s ANAL E G
1)BUCK DIMENSIONS SHOWN. '7j/rI11I I11t1`\
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.#68705
1 1.376" 3.500' 3.500' 3.500' 3.500'
�{I-- .062' — .062' �I-�— .062' .062'
7 _j1. I,u—I1
355'
5 .060"
OANCHOR COVER 1.483" 1.483' 1.483 I AW
.864" 301"
.625" O .625'
1.375' J-CHANNEL FRAME O FLANGE FRAME TT@
INTEGRAL FIN FRAME O EQUAL LEGBOX FRAME
O6 7/8�
T � T
ALUMINUM
SILICONE HOT-MELT BUM POLYISO- DESICCANT FILL AREA
.8604"� 175' STRUCTURAL REINFORCEMENT BUTYLENE
SILICONE 5/16"NOM. SEAL S/16"NOM.
STRUCTURAL 3/16"NOM.
POLYISOBUMEN 1/4"NOM. FOAM BUMS SILICONESEAL
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 EDGET"'
INTERIOR AND 80 81 82 O
EXTERIOR 4SG TPS SPACER®NXTTAI SPACER SPACER
WELDS
TABLE 14:
# Part# Description Material ItODUCT REVISED
1 620117 J-channel Frame PVC as ilding oft j7.o(th the er6da
Huii p Code ) Ofo14.09
2 620118 Flange Frame PVC A"0Pf8p°0N" 7
� Expi�retbnDate � t)2D
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC By
5 620133 AnchorCo%er PVC
5 6 720136 7/8"Glazing Bead PVC ., NO CHANGES THIS SHEET.
FRAME 7 720135 1"Glazing Bead PVC
ASSEMBLY DETAILS 7 74 Backbedding,GE 7700 or Dow 791 Silicone y
78 1 71646N ISeffing Block(7/8"x 1'x 1/8"),85+1-5 duro. EPDM
t -
EXTERIOR
LI;1 LYNAr
1070 TECHNOLOGY DRIVE 10ENS
e '•��
N.VENICE,FL 34275
NOTES: (941)-480_1600 =7t: No.58705
1)SOME PARTS NOT SHOWN FOR CLARITY. _-
Part# Description Material 2)J-CHANNEL FRAME SHOWN,PART 91.OTHER COPYRIGHT02017 PGT INDUSTRIES,INC.
80 Kommerlin 4SG TPS Spacer System FRAME TYPES APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED '
9 p y 3)ITEMS#8-73,75-77 8 79 ARE NOT USED AND ARE 0�'.• ST TE (V�
See this NOT PART OF THIS APPROVAL. F<ORIDP,.•' C� `
81 Quanex Super Spacer nXT with Hot Melt Butyl VINYL FIXED WINDOW NOA(LMBSM) $ 9/9/14 %,,FS .,.••••
Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA ,
82 Quanex Duraseal Spacer Materials EXTRUDER CODE. o BOM&ASSEMBLY om JROSOWSKI ONA�1%N���
83 Cardinal Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 v m i e A.LYNN MILLER,P.E.
PW-5520 NTS y 11 OF 11 oz MD-5520.0 B p,E.#58705