HomeMy WebLinkAboutNotice of Acceptance M IAM I-DADE MLOH-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATIO T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPT CE I!/E® www.miamidadS.gov/economy
PGT Industries,Inc.
1070 Technology Drive JAN b 9
North Venice,FL 34275
SCOPE: ST. Lucie County, Permitting
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.T.
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.
0 MiSSHX 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
LUno 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
U. to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 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.
NOA No. 17-0614.09
MlAMFDADECOUPIiY Expiration Date: April 30,2020
Approval Date: October 26,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0930.25)
2. Drawing No. MD-5520.0 titled"Vinyl Fixed Window NOA'(LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision B dated 06/06/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
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 fined 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. 14-093 0.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
(Submitted under NDA No. 14-0930.25)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
Manuel P ez, 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
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 5th Edition(2014) and FBC
6th Edition(2017), dated August 29,2017,issued by manufacturer, signed and sealed
by Anthony Lynn Miller,P.E.
2. Statement letter of no financial 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.
Manuela z,P.E.
Product Contraminer
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&TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX.BUCK WIDTH SEE TABLES 413
(SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 4.9
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. (SHORT OR LONG SIDE)
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD II�- � MAX.O.C.SEE 1.25"MAX.
B.SEE _ I TABLES 4-13 6'MAX. D,SEE _ —.{ MAX.O.C.SEE TABLES 49
LITE(CAP)MUST TEMPERED. SHEET 3 SHEET 4 I pRODUCTR@VISED
as complying with.iho bTtarkPa
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Building Coda
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE Aaeptonce No
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER I VISIBLE I VISIBLE Expiration bate l+�/p
ANCHOR TYPE.
LIGHT WIDTH MAX.BUCK LIGHT WIDTH
HEIGHT,SEE Mi
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. r - ---------- — TABLES OR r Mia. Dario Product
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I (LONG OR I
BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER 1X AND 2X BUCKS(WHEN USED) I / SHORT SIDE) I / 1 JR-06/06/17-UPDATED
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK VISIBLE VISIBLE ANCHORAGE TO FBG 2017.
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR q LIGHT A,SEE C LIGHT C.SEE o
ARCHITECT OF RECORD,(AOR).
/ HEIGHT SHEET3 / HEIGHT SHEET .S
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 SEADNGIFLASHING STRATEGY FOR WATER I 1 ' I
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX.O.C. 111 TABLES R 52
m
SCOPE OF THESE INSTRUCTIONS. SEE TABLES I I SHOR GSI E) z a U) •aaa
413 MAX.O.C. r
SEE
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCTTABLES
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED O o
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS ' 49 D t- 1.25"MAX. Y Om z
n o slop 0 N
IMPOSED ON THEM BYTHE WINDOW. B - 6'MAX. O
—� Ir—. —� �— to
7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL Z-ii � ubwa
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) o`5
ANALYSIS AND GLASS PER ASTM E1300. U ¢
U p ®
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL!CYCLE TEST (ANCHORED THROUGH NAIL FIN) _ W z a0 S oN
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E13D0. 1.25 MAX' F-UJ ca o6 JM0
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6-MAX --� r— o Z _j z
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 8'MAX '� Q Q LL
O
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3Y STRESS INCREASE �, - Z W
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR MAX.O.C. O.C.
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX O.C.SEE , J
SEE TABLES SEE 0 LU l ys
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 4 13 TABLES 49 TABLES ® o 06 as
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. f 49 u Z W
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER \ MAX.O.C. •T I.-
Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING VISIBLE/ BEE TABLES / VISIBLE 1 Q W Z elems
4-13
JURISDICTION. LIGHT c
X
LIGHT N
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; HEIGHT HEIGHT �- Lo
MAX.BUCK 'J W N
ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& MAXz
BRONZEA.IGHTER SHADES OF CAP COATED PVC EXTRUSION NOA5;NATIONAL DESIGN / . ;
BUCK / HEIGHT,SEE U LU
SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL HEIGHT,SEE TABLES 49 Il
TABLES 49 (LONG OR apll •osa0 cauag
11)'PVB'_.090'TROSIFOL®PVB BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE)
'SG'=.090"SENTRYGLAS0 INTERLAYER BY KURARAYAMERICA,INC. LIGHTWIDTH SHORTSIDE) LIGHT WIDTH \♦\\\\ IIIII '
♦.♦ ONY LYNN�'�..
6"MAX. `♦='C�.•''VCENSF'• �i.
GENERAL NOTES.........................I VISIBLE LIGHT FORMULAS I' I' •.
ELEVATIONS.................................1WIDTH:BUCK WIDTH-4.3116' 6'MAX. 1.25' MAX.O.C.SEE TABLES 4.9 --��— 1.25'MAX. P'
FRAME,GLASS&ANCHOR MAX.O.C. NO.56705
HEIGHT:BUCK HEIGHT-4116" I�--►�— MAX
OPTIONS.............................2 SEE TABLES 413
INSTALLATION,FLANGE 8 CODES/STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 413 MAX.BUCK WIDTH SEE TABLES 4.9 -� 9
EQUAL LEG...................... 3 (SHORT OR LONG SIDE) '. l �-..
"" •2017 FLORIDA BUILDING CODE(FBC),8TH EDITION (SHORT OR LONG SIDE) I
INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),STH EDITION TYP.INTEGRAL FIN& -0
ST F lt,�
JCHANNEL..........................4 . TYP.EQUAL-LEG/BOX& J-CHANNEL FRAME(CURVED OR '.� "LOF11OT;•.''
ASTM E13OM9
GLAZING DETAILS........................5 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION FLANGEFRAME(CURVED i�SS,�'••••••.. �C9♦♦
DESIGN PRESSURES...................6.10 .ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) ANGLED CORNERS) �,7 ONAL E \♦
BOM&ASSEMBLY.......................11 •AISI 5100-12 (ANCHORED THROUGH NAIL FIN) III I I I I I I I\�\
•AISC 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:
Description # 'H'-HEAT STRENGTHENED
Type 'r"=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®
8 7/8"Laminated I.G.:118"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 118"A Glass with.090"PVB Interlayer 5 PVB BY KURARAY 0� NO ,9 718"Laminated I.G.:3116"A Exterior Ca +3/8°Air Space+5116"Laminated; 2 Lites of 1/8"A Glass with.090"PVB Irlteria er_ 6 AMERICA INC. BOX OR
Cap p () y AMERICA,
�Q EQUAL
10 718"Laminated I.G.:3116°T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Liter of 1/6'AGlass with.090"PVB Interlayer 6 INTERLAYER BY KURARAY FLANGE LEG
11 1"Laminated I.G.:118T Exterior Cap+7116'Air Space+7/16"Laminated;(2)Liles of3H6"A Glass with.090'PVB Interlayer 7AMERICA,INc.
12 1"Laminated I.G.:3/16"A Exterior Cap+3/B"Air Space+7/16'Laminated;(2)Liles of3116"A Glass with.090'PVB Interlayer 8
13 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Liles of 3/16"A Glass with.090"PVB Interlayer 9
14 1"Laminated I.G.:3116'A Exterior Cap+318"Air Space+7/161 Laminated;(2)Lites of 3116°A Glass with.090"SG Interlayer 10
15 1"Laminated I.G.:31161 T Exterior Cap+318'Air Space+7/16"Laminated;(2)Lues of 3/16"A Glass with.090"SG Intedayer 11
GLASS TYPES 14 THROUGH
16 1"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7116'Laminated;(2)Lites of 3116'H Glass with.090"SG Interlayer 12 11 17 MAY NOT BE USED WITH 0� o
J-CHANNEL OR INTEGRAL
17 1'Laminated I.G.:31161 T Exterior Cap+3/8"Air Space+7116"Laminated;(2)Lites of 3/16'H Glass with.090'SG Interlayer 13 •FIN FRAMES. J CHANNEL INTEGRAL �Q
O FIN
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
Group Anchor Substrate Min.Edge Min. 'MIN.OF 3THREADS
Distance Embedment* BEYONDTHEMETAL D
P.T.Southern Pine(SG=0.55) 7/16" 13/8° SUBSTRATE.
#l, SMS Steel,A36' 318" 0.050"
(Steel,18-6 S.S. VALUES"UNGROUTEDMAY CMU"
Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) VALUES MAYBE
or 410 S.S.) Aluminum,6063-T5' WIT, 0.050" USED FOR GROUTED
A CMU APPLICATIONS.
P.T.Southam Pine(SG=0.55) 7/16 1318°
3116"steel Ultracon Concrete(min.2.85 ksi) 1" 13/8'
Ungrouted CMU,(ASTM G80) 2-1/Y 1-1/4"
#12 SMS P.T.Southern Pine(SG=0.55) 9/16" 1.318' ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
(Steel, SM S.S. Steel,A36- 3/6' 0.0501 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
B Aluminum,6063-T5' 318° 0.063° Imo- SIDE SIDE �{ )" SIDE .I SIDE
1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/8 T r- -- - --- r , PRODUCT REVISED
1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1378° ` I as complying with 6u Fl WMA
if
on I I p0 .G/ po .C/ B*Mi.
ndiCAde
114"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 13/8 NN wN 7 N= %%% /n/4•Concrete min.2.85 ksi 11-3/4° we 2D
1/4"steel Uftracon tC Ungrouted CMU,(ASTM.0 90) 2-117' 1-1/4" y By
LONG LONG LONG LONG LONG Lo rodert"
1/4'steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4° IF SIDE I F' SIDE I (� SIDE F� SIDE -I SIDE "^{ z
r--- r.- -� r r- -� r °
114"steel Ultracon Concrete(min.2.85 ksi) 2-112" 1314° T T T r T
Concrete(min.3.35 ksi) 2-1/2" 13/4° 'Rw I �w rw I �2 NO CHANGES THIS SHEET.
1/4"steel Creteflex d� //
D Ungrouted CMU,(ASTM C-90) 2-112" 1-114° =N� /� °xv�-il 2v° X =y y x--,
114'steel Aggre-Gator Concrete in.3.275 ksi 9 e'i 01 e1 e!
Grouted CMU,(ASTM C-90) -J 1 L J a
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Group Anchor Substrate Min.Edge Min. � YILYNrr7j77i
Distance Embedment* �Q
E 2-1/Y x.131'Common Nail P.T.Southern Pine(SG=.55) 318' 2-7118' 1070 TECHNOLOGY DRIVE ( .•''
2-1/2"Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 318' 2-7116" Material MBI.Fy MN.F. N.VENICE,FL 34275
- Mo
P.T.Southam Pins(SG=.55) 11Y 1316' Steel Screw 92 ksi 120 ksi (941)-480-1600 =*:. .58705 A
#10 Trusshead SMSAluminum,6063T5• 318' 0.050° crew 1"Screw 60 ksi 95 ksi ®
(steel,18-8 S.S. Elco AOgreGetor® 57 ksi 98 ksi 410S90 ksi 110 ksf COPYRIGHT®2017 PGT INDUSTRIES,INC.
or 410 S.S.)
Steel Stud,Gr.33' 316' 0.0451"(18 Ga.) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED ;p
F Steel,A36• 3/8' 0.050" •MIN.OF 3 Elco UltraCorl® 155 ksi 177 ksf VINYL FIXED WINDOWNOA(LM&SM) A F �1
0 9/9114 FCORIDP.•''
P.T.Southam Pine(SG=.55) 9116" 13/8" THREADS 410 SS Elco CreteRax® 127.4 ksi 189.7 ksi i tS .......• CJ��
#12 SMS Aluminum,6063-T5• 3/8' 0.063" BEYOND "":T A Menun 16 ks1 a kSi o GLASS/ANCHORS/FRAME OPTIONS om J ROSOWSKI '�i 70NAL
(steel,1"S.S. Steel Stud,Gr.33• 318 0.050" A30ME7AL
or 410 S.S.) Steel,A36' 318' 0.050" SUBSTRATE. Gr.33 Sted Stud 33 ksi 45 ksi PW-5520 3 NTS ` 2 OF 11 o z° M D-5520.0 B A.LYNN MILLER,P.E.
M an 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 CONCRETEICMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT
ANCHORED THROUGH EDGE DISTANCE 1/4'MAX. 114'MAX.
FRAME INTO 2X WOOD I SHIM
FRAME OR BUCKSTRIP. I 2 4 SHIM
EDGE
SEE NOTE 2,THIS SHEET. EDGE QC DISTANCE
•Q EMBEDMENT DISTANCE 5
FLANGE
FRAME
SHOWN
4, TYMENT AND TYPE, 1"THICK I.G. y EMB DMENTANDE
2 SHIM EMBEDMENT AND EDGE �Q EDGE DISTANCE PER
MAX
DISTANCE PER r
TYP.ANCHORTYPE, SUBSTRATE, SUBSTRATE,SEE
EMBEDMENT ANDSEE TABLE 2,SHEET2. o TABLE 2,SHEET 2.
g EDGE DISTANCE PERSUBS
o Q 5 TABLE 2,2,5 EET 2. O0� I
718THICK I.G. ❑
FLANGEEXTERIOR Y� VISIBLE LIGHT WIDTH 7
FRAME EQUAL-
SHOWN15
EG/BOX
716"THICK I.G.
NOTES: 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 ALUMINUMISTEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2.
PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN
BUCK VISIBLE 1.1/2'THICK ARE TO BE CONSIDERED IX 114'MAY,
HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD #10 O (GS)STEEL 114'MAX.SHIM
BUCKS DEPICTED AS 2X ARE 1-112"THICK OR SMS(G5),SEE
GREATER.1X AND 2X BUCKS EN USED SHALL BE TABLE 2,SHEET 2.
MM ) u PRODUCE REVISED
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND Building Code
INSTALLATION IS THE RESPONSIBILITY OF THE Axep4fnce No
ENGINEER OR ARCHITECT OF RECORD.
�91-
ae3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRD I—I hA'TO AS DAYLIGHT OPENING)IS MEASURED FROM � INiao uce
1"THICK I.G. BEADING TO BEADING. FLANGE EQUAL
FRAME EGBOX NO CHANGES THIS SHEET.
SHOWN FRAME
TYP.ANCHOR TYPE, SHOWN
EXTERIOR O EMBEDMENTAND O❑ EXTERIOR 0
4 EDGE DISTANCE PER z
IIIJJJ SUBSTRATE,SEE INSTALLATION INSTALLATION
TABLE 2,SHEET 2.
EQUAL- ) OPTION 4 OPTION 4
LEGBOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL \
FRAME �1/4'MAX.SHIM • 0N,Y•,L,N�
7
SH owN o 1070 TECHNOLOGY DRIVE `:�q`�..•LIC. .
N.VENICE,FL 34275el
(941)-480-1600 = No.58705
EMBEDMENT ® _ *—
Ft• !i°;• COPYRIGHT O 2017 PGT INDUSTRIES,INC. _�
VISIBLE LIGHT FORMULAS CERT.OF AUTH.#29296 ALL RIGHTS RESERVED �p •, 6 / �`
INSTALLATION WIDTH:BUCK WIDTH-43/16' m ���'•, STq p -
OPTION 2 WID HEIGHT: IDT HT-3/16'' VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14 %� <ORIDP,.•' C�
ANCHORED THROUGH EDGE DISTANCE c ass •••"'IO
FRAME DIRECTLYIN O VERTICAL SECTION B-B o FLANGE&EQUAL-LEGlBOX FRAMES oro'' J ROSOWSKI /�ONAL ENG`
CONCRETE/CMU. " P-1
m A.LYNN MILLER,P.E.
PW-5520 NTS y 30F11 gz MD-5520.0 B REX 68705
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
1!4•MAX.SHIM ANCHOREDTHROUGH I/4"MAX.SHIM
ANCHORED THROUGH INTEGRAL FIN
INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. EDGE DISTANCE
ANCHOREDTHROUGH FRAME OR BUCKSTRIP.SEE
SEE NOTE 2,THIS SHEET,
INTEGRAL FIN INTO 2X WOOD r EMBEDMENT O NOTE 2,THIS SHEET.
FRAME OR BUCKSTRIP.SEE
NOTE 2,THIS SHEET. EDGE 1 3
EDGE DISTANCE DISTANCE �'�I
5 Q
J-CHANNEL I
FRAME 1
SHOWN O
❑ �� 1'THICKI.G. �� EMBEDMENT
1 1/4•MAX.SHIM TYP.ANCHOR TYPE,
EMBEDMENT AND F D
NP.ANCHOR TYPE, EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRATE,...
TEG
B a SEE TABLE 3,SHEET 2. (SCREW SHOWN) �O INTEGRAL FRAME DISTANCE PER SUBSTRATE,
5 (NAILSHOWN)DISTANCE PER SUBSTRATE, DO 7!8'THICK I.G.
J•CHANNEL EXTERIOR VISIBLE LIGHT WIDTH SHOWN ��L SH0�;SHEET 2.
FRAME
7/6'THICKI.O. NOTES:1)USE SHOWN
BUCK WIDTH
ANCHORS
I SUBSTRATE-APPROPRIATEEDONAB 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 CN ANY SIDE OF THE WINDOW. 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
BUCK VISIBLE THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X
LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL
HEIGHT1/4"MAX.
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1111 SHIM #10 OR#12 STEEL
WOOD BUCKS DEPICTED AS 2X ARE 1-1l2'THICKSMS(GS),SEE SHIM
SH GREATER.IX AND 2X BUCKS(WHEN USED) TABLES 2&3,
SHALL BE DESIGNED TO PROPERLY TRANSFERSHEET 2. PA0I7UCT REVISF.O
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN as complying with thoFlod&
AND INSTALLATION IS THE RESPONSIBILITY OF Building Code
THE ENGINEER OR ARCHITECT OF RECORD. Aacaotanae lib OgE�piratn3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO1•THICKI.G. REFERRED TO AS DAYLIGHT OPENING)IS By 'Dahl?roduct
MEASURED FROM BEADING TO BEADING. Q
FIN AND/OR
FLANGE MAYBE NO CHANGES THIS SHEET.
REMOVED INFIELD
INTEGRALFIN
EXTERIOR WN EXTERIOR o
O TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOp Z
3 AND EDGE DISTANCE PER �J
�E= SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8
INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME,
INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.
FIN FRAME SHIM. �` Qr1Y1LYNH,�'',/
SHOWN 1070 TECHNOLOGY DRIVE �� ,��•. / �,
INSTALLATION ❑ o N.VENICE,FL 34275 =`Q�?: ���ENSF •f��%
EDGE (941)-480-1600 *: N0.58705
OPTION
DISTANCE *:
ANCHOREDTHROUGH
COPYRIGHT 02017 PGT INDUSTRIES,INC
INTEGRAL FIN INTO 2X CERT.OF At #29296 ALL RIGHTS RESERVED •; 6
WOOD FRAME OR I VISIBLE LIGHT FORMULAS �0 •., -TtTE F 44
BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH-4-3/16' VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14 i �'•••F(ORIOP,.•''�2��
THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-43/16• pis G��
VERTICAL SECTION D-D o J-CHANNEL&INTEGRAL FIN FRAMES oma J ROSOWSKI ''�; NAI
. y A LYNN MILLER,P.E,
OF P.E.#56705NT4oMD-520.0PW-5520 B
–►{ 7/8'NOM. 7/8"NO7/8'NOM. 7/8"NOM.
5/16"A/A PVB I 5/16"AIA PVB I 5/16"A/A PVB I I 5/16"A/A PVB
7/16"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE PRODUCT REV]SEID
1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS Build gC.&to VC�
Amplanca N
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Expiration D
By
60-83 80-83 80-83 80-83 M.' Dada
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET.
1"N {+- 1"N M, VN M. 1"NOM.
I I I Y m
U
W ?
7/16"AIA PVB 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG >_ w 0 .naa
o Inc rn O o
7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE } alas p o
U N zw N
1/8"T GLASS 3116"A GLASS—, % 3/16"T GLASS 3/16"A GLASS O �g
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z LL 'D o uMo�O
80-63 80-83 80-83 60-83 F,Z �� co
00 a
UJ— oN
7 (9 of JMO
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 a
O O
Z
$ O 7aa4s
® V Z J
VN M. 1"NOM. VN M. i 3: F Z
BY F- O W -51-a
Miami Dado Product Caturol W p
7/16"A/ASG 7/16"H/H SG 7/16"H/H SG EXTERIOR o LL Z CD
3/8"AIR SPACE 7/16"AIRSPACE 3/8"AIR SPACE a w >-
1qy �'
ill"NOM.GLASS o Z J a
3/16"T GLASS 1/8"T GLASS 3/16"T GLASS
80-83 BRE TYP. (�
aEXTERIOR a EXTERIOR a EXTERIOR e111 •Drop saua5
6 7 0 74
\111111IIlIl tr,' ,
LICENSE �(��
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 76 `* No.58705
TIE
"H"=HEAT ST STRENGTHENED GLASS TYPES 14 THROUGH'A"=ANNED < " %��•'' �( F ••���
°'f'=TEMPERED 117 MAY NOT BE USED WITH 31 •.ORIDA,.•''����
'PVB"=.080"TROSIFOL® J-CHANNELORINTEGRAL TYP.GLAZING DETAIL %,s/ANAL
PVB BY KURARAY AMERICA,INC. FIN FRAMES 't 111111001\\
'SG"_.090'SENTRYGLAS® A.LYNN MILLER,P.E.
INTERLAYER BY KURARAY AMERICA,INC. P.E.#58705
TABLE 4:
Window Design Pressure,(+/-psq Ulelhiisl=
111. 7
118"A Cap-Airspace-5/16"AIA with PV B Type
Window Long Side(in) TABLE DIMENSIONS MAYBE }
Dimensions 51.05 54 56 68 62 64 68 72 76 i 80 84 87 ORIENTED VERTICALLY OR
18 +1-50 +/-50 +/-SO +/-50 +/-50 +1-50 +/-60 +/-50 +/-50 +/-50 +1.50 +/-50 HORIZONTALLY AS SHOWN
20 +1.50 +1.50 +1.50 +1-50 +/S0 +/S0 +/-50 +/-50 +1.50 +1-50 +1-50 +/-50 LONG PRODUCTREVtSED
SIDE a a complying with the Flarift
22 +1-50 +/-50 +/--50 4/-80 +/50 +/-50 +/-50 +/50 +/-50 +1_50 +/-50 +1.50 �- LONG SIDE Building Code
24 +/-50 +1.50 +/-50 +ISO +/-50 +/-50 +/SO +/SO +/-50 +1-60 +/-50Ac
+/-50 T-
I ceptaua No
26 +/-50 +/SO +/-50 +1-50 +rSO +/-50 +1-50 +/SO +/-50 +!•50 +/•50 +/-50 -1IL E`P' IOi
SHORT
28 +/50 +1.50 +1-60 +1-50 +/-50 +/-So +1.50 +/-50 +1.50 +1-50 +/-50 +/-50 SIDE By
i I-
� 30 +1-50 +150 +/-bO +1-50 +/S0 +/-50 */-50 +1-50 +1-50 +/50 +1-50SHORT Mimni Dado J_ SIDE r�
m 32 +/S0 +150 +150 +150 +/-50 +/S0 +/50 +/-50 +/-50 +1_50 SIDE
CHANGES THIS SHEET.
y 34 +l-50 +/50 +150 +1_50 41-50 +/SO +/50 +/-W +/-50
t 36 +/-50 +/-50 +/-60 +1-50 +l-50 +/50 +/50 +150 LONG SIDE
to 38 +150 +/50 +150 +/-50 +/S0 +/50 +150 ! [-- -�
40 +/-SO +/50 +/50 +/So +/•50 +150
MAX.O.C.SPACING IF ANCHORING MAXO.C.SPAONGIFANCHORING SHORT LONG
42 +150 +I-SO +/-50 +ISO +/50 SIDE
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE m
44 +/S0 +/50 +/-50 +/-50 i i COe
APPLIES TO A,B,COR DANCHORS APPUU.1 ESTOEORFANCHORS J_ CO
46 +1-50 +/-50 +150 vi •-- �a
(SEETABLE 2) (SEETABlE 3) > w m
48 +1-50o +/-so ss' o rn O C,
cn
61.05 +/-50 Q N gy slop N
SHORT O M E 8 ' b
SIDE J o a m D
Z LL 883
ocue Mna
TABLE 5: W U g e¢
Window Design Pressure,(+/-psfl use or Glace 0 �_` a _a
for G ass
1/8"T Cap-Airspace-5116"AIA With PVB Tyne: 8 o z
Window Long Side on)
w LL
Dlmensions 60.926 64 65 Be 70 74 77 80 84 87 92 97 99 Z M
32 +rSO +/-50 +ISO +/-50 +/50 +/-50 +1-50 +/50 +/50 +150 +15D +/S0 +/-50 H
34 Q-50 +1-50 +/-50 +/S0 +150 +/-50 +150 +/50 +/-50 +150 41-50 +/-47.3 +/.16.7 ® p laays
36 +1.50 +/-50 +1-50 +1.50 +/SO +/SO +/-5D +ISO +/-50 +/SO +/-07.5 +/.45.4 +1-04.6 V Z
H
38 +/-60 +/-50 +/S0 +/-50 +/-80 +/-50 +/S0 +1-50 +1-50 +149.1 +/-46.1 +1.13.9 ¢ W (0 Z
aloag
40 +150 +/-50 +1-50 +/-50 +1-80 +150 +/-50 +I-SO +r-50 +148.2 +145.1 LL x LL o
42 1 +150 +1.50 +1-50 +/-50 +/S0 +1-50 +/-50 +/50 +1-49.8 +1.47,4 0 - Z N
m 44 +/-60 +1-50 +/-50 +/-50 +/-SO +/S0 +150 +1.60 +148.9
y 46 +/So 1 +/-50 +1-50 +/.5o +1.50 +1.50 +1.50 +/-49.9 " W a
48 +/S0 +1.50 +/SO +/S0 +/SO +1.50 +/S0 eI71 aseO seuag
rn 50 +/SO +/SO +/SO +/SO +/SO +1.50
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING ��IL1LI I11/1'
52 +/SO +/50 +/50 +/-50 +/SO �
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET \� QNY LYN/y
54 +150 +/-50 +150 +ISO NOTES:
66 +150 +l 50 +/-50 1)TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS 1)BUCK DIMENSIONS SHOWN. L\CENgF'•.
(SEE TABLE 2) (SEETABLE 3) �: '••�
68 +rSO +1-50DI
2)FOR SIZES NOT SHOWN,ROUND UP TO THE * NO.58705 '
60.926 +/.Sp 15" 3.5'FOR E ANCHORS,4'FOR FANCHORS _
NEXT AVAILABLE SHORT OR LONG MENSION. *-
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). � 6
FIND THE SMALLEST SQUARE WINDOW SIZE IN O••_ ST E�F
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL •,A�IOp.,.•'�_�:
WINDOW WILL COMPLETELY FIT WITHIN. i S (J
ONAL11111
A.LYNN MILLER P.E.
P.E.#58705
TABLE 6:
Window Design Pressure,(+I-psQ use this tabh
3116"A Ca -Alts ace-5/16"A/A with PVBItr Glass 9&10
3116"TCa -Airspace-5/16"A/A with PVB' Types.
TABLE DIMENSIONS MAYBE
Window Long Side(in) ORIENTED VERTICALLY OR
Dimensions 60.928 84 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN.
32 +/50 +1-50 +1-50 +/50 +ISO +/-50 +150 +/-50 +1.50 +ISO +1-50 +/-50 +/-60 LONG PRODUCT REVISM
34 +/50 +/-60 +1-50 +/-50 +1-50 +/-50 +/50 +/-50 +!•5D +I-50 +/-50 +/-50 +/•SO SIDE n,amplyingwtththaFTtaiB�i
Imo— LONG SIDE 8ui:ding Code
36 +/50 +/-50 +I-50 +150 +1.50 +/•50 +/50 +/-50 +/-50 +/-60 +/-60 +/SD +/50 A—Ptaoao tdo) •O(o��•U9
38 +150 +150 +/-50 +/-60 +1-50 +1-50 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 Ezp mrioo Datefp
SHORT
40 +/50 +/-50 +150 +/-50 +1-50 +150 +150 +/-50 +1-50 +/-50 +/-50 SIDE BI
42 +/50 +/SO +/•50 +1-50 +1-60 +1.50 +ISO +1-50 +1-50 +/•50 SHORT I— Mtn
44 +150 +1.50 +1-50 +1.50 +1.50 +/-50 +150 +/•50 +1-50 sIDE r` NO CHANGES THIS SHEET.
65 46 +/50 +/-50 +/-50 +1-50 +/-50 +/-50 +150 +/-50
48 +150 +/S0 +/--50 +1-50 +1.50 +1-EO +150
60 +/50 +1-50 +/-60 +/-50 +/-50 +1-50 LONG SIDE —� ?
62 +150 +1.50 +/-5o +150 +/-50 MAX.04.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING T—
+/-6D
�
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET SHORT �j
[�54� +/50 +ISO +/-50 +/-50 SIDE jnLONG
APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS SIDE
+150 +/-50 +/-50 ISEETAII (SEETABLE3) i Z m
+/SO +150 15° 35°FOR EANCHORS,4"FOR FANC
HORS
L Ot a
60.928 +150 p 8 rn O
0
Nai"D O N
SHORT _ O
TABLE 7- �I SIDE f 0 C3
Window Design Pressure,(+l-psQ Use dittable =w
for Glass 11 W
118"TCap-Airspace-7/16"AIA With PVB Type: Z =¢ fq ry
Window Long sloe on) n> aMo
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 1 99
32 +I70 +/-70 +/-70 +/-70 +1-70 +1.70 +I-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-700 W
34 41-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z Q 1
36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-701—
m W 7aa4S
38 +170 +I-70 +170 +1-70 +1.70 +1-70 +170 +1-70 +1-70 +1-70 +170 +1.70 ® N Z
40 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +1-70 +1.70 +/-70 +/-70 +/•70 F
42 +/70 +l-7D +670 +/-70 +670 +1-70 +/-70 +/ao +/ao +/ao U) Z
c alo,s
m 44 +170 +/-70 +670 +/-70 +/-70 +1-70 +1-70 +170 +/70LU
o X Off. o
N 46 +1-70 +l-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/•70 u- zN
~ LO
0 48 +1-70 +I-70 +/-70 +/-70 +/-70 +/-70 +I-70 W Z
rn 50 +1-70 +1-70. +I-70 +1.70 +I70 +1-70 O. j p CL
52 +/-70 +/•70 +1-70 +1-7D +/•70 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPAONGIFANCHORING enll •neap saua5
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4
54 +/•70 +l-70 +/-70 +/•70 APPLIESTO B,C ORD ANCHORS APPLIES TO F ANCHORS �pNY•LYNN
56 +/-70 +/-70 +/-70 (SEETABLE2) (SEE TABLE 3)
58 +1-70 +l-70 755^ NOTES:
1)BUCK DIMENSIONS SHOWN. �C1�; LICEN,gF••����i
60.926 +/-70 •.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE =1k.' N0.58705
NEXT AVAILABLE SHORT OR LONG DIMENSION. /gip •:
O l
3)FOR ARCHITECTURAL WINDOWS(SEESHEET2� Ao••., 6 qF��-;:
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ��(�`•'•.'�[ORIDP,.•'•�C���
WINDOW WILL COMPLETELY FIT WITHIN. L
A.LYNN MILLER P.E.
P.E#58705
TABLE 8:
Window Design Pressure,(+I.psf) Usem�
ttxGtass 1 12
3116"A Cap-Airspace-7116"AIA with PVB I Types: T
Window Long Side(in) TABLE DIMENSIONS MAY BE T
Dimensions 59,649 71 73 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR
32 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 HORIZONTALLY AS SHOWN.
34 +J-70 +t-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-TO +/-70 +1-70 LONG PR6D'dCY REV13W
36 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1.70 SIDE Py'.8Y,itbsin
I-+- LONGSIDE Building Coda
38 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1•70 +/-70 +1-70 +1-70 +1-70 A�..PG.a Nol .0614.0
40 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 � EzpieationOde f02D
SHORT
42 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +!-69:6 +/-66.7 SIDE � By
44 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69,9 +/-66.4' +/.63.7 Mis Dade Profimt
46 +/-70 +/--70 +/-70 +/-70 +1-70 +/-7p +1-70 +/-70 +/-69.9 +1-67.4 +/-63.9 +1.61.7 SHORT
0 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67.8 +/-65.3 +1.61.9 +/-59.7 NO CHANGES THIS SHEET.
0 50 +/-70 +1-70 +/-70 +/-7D' +1-70 +/-70 +/•{9.5 +/-68.6 +/-65.9 +/-634 +1-59.9 o
N LONG SIDE
52 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-67.8 +1-66.9 +/-64.2 +/-61.6
rc
y 54 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-66.2 +/-65.3 +/-62.5
56 +/-70 +/-7p +/-70 +/-TO +/-70 +/-69.2 +/-64.7 +/-63.8 SHORT LONG
57 +/-70 +/-70 +/-70 +1-70 +/-69.8 +1-68.1 +h54 SIDE SIDE
rr Y 0]
60 +/-70 +/-70 +1.70 +l-69.7 +/-67 +1.65.3 J� LU z N ,aa
MAX,O.C.SPACING IF ANCHORING MAX.O.G SPACING iF ANCHORING w
62 +1-70 +i-70 +/•69,9 +/-67.9 +/4;5.2 IY o Q o
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 }r atop Q o
64 J-69. +h70 +/66.3 +/663 APPUFSTOB,CORDANCHORS APPUES TO F ANCHORS o� N
66 +/69.9 +/68.9 +/66.7 (SEE TABLE 2) (SEETABLE3) --I SHORT 0 m �u " 1L0
-I J J O a m Ag O
6B +/68.4 +467.4 15.5" 4" SIDE 0
69.649 +/-67.1Z LL co o -.0xW a
TABLE 9: W U CO O J �
Window Design Pressure,(+I.psf) u�em�Lene o W ^ `�'a °a °N0
for Gmss 13 I` v U
3/16"T Cap-Airspace-7/16"A(A with PVB Type: z g to
Window Lang Side(in) 0 W LL
0
Dimensions 69.649 71 73 76 78 80 a5 86 89 92 96 99 ~ o
32 +1-70 +470 +/-70 +1.70 +l-7D +1-70 +1-70 +/-70 +/-70 +/-70, +/-70 +/-70 2 0W -4S34 +/-70 +170 +170 +170 +/-7D +170 +/-70 +170 +1-70 +170' +170 +l-70 ® .rn Z o
rn
36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/_70 = o Z
38 +170 +170 +170 +/-70 +1-70 +/-70 +/70 +/-70 +/70 +/-70 +170 +1-70 Q W WW
BE
a�ns
40 +/-70 +/-70 +/-70 +/-70 +1-70 +170 +/-70 +/70 +170 +/70 +/-70 +/-70 o X d
0
42 +/-70 +/-70 +/-70 +/-70 +1-70 +1-7p +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z Of
44 +/-70 +/-70 +1-70 +I-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 Lu >-
46 +/-70 +1-70 +1-70 +/-70 +/•70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-68.6 > 0 1n•
c
48 +/-70 +/-70 +J-70 +/-70 +/-70 +170 +/-70 +/-70 +/-70 +/-70 +1-66.6 +1.66.3 eql •osa°seua5
52 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-68,6 1 +/66.6 `\.� ��Y LYN/y
64 +l-70 +/-70 +1-70 +/•70 +J-70 +/-70 +/•70 +/-70 +1-69.5 I NOTES: �`�.
co 1)BUCK DIMENSIONS SHOWN, F
56 +J-70' +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 ��%
2)FOR SIZES NOT SHOWN,ROUND UP TO THE *; No.58705
67 +/-70 +/--70 +/-70 +/-70 +/-70 +/-70 +/-70 NEM AVAILABLE SHORT OR LONG DIMENSION. *
60 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 -b -
62 +/-70 +1-70 +/-70 +/-TO +/-70 MAX•O.C.SPACING IF ANCHORING MAX,O,C.SPAUNG IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), ��Q S.� F� ••��
THROUGHTHE FRAME PERSHEET53&4 THROUGHTHE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN i •.•
64 +/-70 +1-70 +1-70 +1-70 pppUES TO B,COR DANCNORS APPLIES TOFANCHORS �31 F RIO`,.•'•.\\��
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL CO
66 +/-70 +/-70 +/-70 WINDOW WILL COMPLETELY FIT WITHIN. ij S •'
(SEETABLE 2) (SEETABLE3)
66 +/-70 +/-70 15.5" 3.9'
69.649 +/-70 A.LYNN MILLER,P.E.
P.E.#58705
TABLE 10:
Window Design Pressure,(+/-psQ Use this table
for Glass 14
3116"A Cap-Airspace-7/16"A/A with SG Type:
Window Long Side(in)
Dimensions 69.649 71 73 75 78 80 85 86 69 92 9B 99 TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
32 +801-110 +801-110 +801-110 +80/410 +Sx-110 +80/-110 +801.110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 HORIZONTALLY AS SHOWN.
34 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-109.4 +80/-108.3 +801-107.6 LONG PROMC71'REVISED
36 +801-110 +801-110 +801-110 +801-110 +801-109.5 +130%108.6 +801-106.8 +801-106.5 +80/-105.6 +80/-104.7 +801-103.6 +801-102.9 SIDE as cemptyins with dw Fis o
LONG SIDE e Biding Code
38 +801-109.7 +801-108.9 +801-107.8 +801-106.8 +8x-105.5 +80/-104.6 +801-1 D2.7 +801-102.4 +80/-101.4 +801-100.5 +80/-99.4 +801-98.7 i' An,I[.c No 11-O�011i•.Oq
40 +801-106.3 +80/-105.5 +g0%104.4 +801-103.3 +801-101.9 +80/-101 +801.99.1 +80/-98.7 +80/-97.7 +801-96.8 +80/-95.7 +801-95 T- E .
I
42 +80/-103.3 +801-102.5 +801-101.3 +80%100.2 +801-98. SHORT
8 +801-97.9 +801-95.8 +801.95.5 +80/-94.5 +80/-93.6 +801-92.4 +80/-90.7 SIDE Hy
44 +80/400.7 +801-99.8 1 +801-98.6 +801-97.5 +801-96 +81 +80/-929 +601-926 +80/-91.6 +801-90.4 +801-87.1 +80/-84.7SHORT btimni ud°Product CmRm@
--I
46 +80/-S8.4 +80/-97.5 +801-96.2 +801-95 +81 +801-925 +80140.3 +80/-89.9 +801.88.1 +80/-85.5 +801-83.1 +80/-81.6
48 +80/46.3 +801-95.4 +801-94.1 +Bx-92.9 +801-91.2 +801-90.2 +80148 +60/-87.6 +80/44.6 +801-82.6 +801-00.2 +/-78.6 NO CHANGES THIS SHEET.
0 50 +80/-94.6 +80/-93.6 +801-92.2 +801.90.9 +80149.2 +80/48.2 +SO/-85.4 +80/•84,6 +80/42.4 +807-BO.2 +1-77.6 o
52 +801-93 +8014 0/4
2 +801-90.5 +89.2 +80147.4 +80/46.4 +801-83.3 +80/42.6 +80/-80.2 +/-78 LONG SIDE -►I 's
T- 12
tj 54 +801-91.7 +80140.6 +80/49.1 +801-87.7 +80145.8 +801.84.7 +801-81.3 +80/-80.4 +/•78.1 F
EBB
+80/-90.5 +801-89.4 +80147.8 +80/-86.4 +801-84.4 +80143.2 +/-79.3 +/-78.5 SHORT ,ry LONG
+8x-9D +801-88.8 +80/47.2 +50/45.8 +80/43.4 +801-52 +/-78.4 SIDE SIDE
O Y 07
+�/-87.2 +801.86 +80/-84 +80/-825 +801-80.1 +/-78.6 j 1 'A°8
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 11++801-84.6 +80/43.8 +801421 +80/-80.4 +/-78 rcTHROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PEO SHEET4 ❑ oO
+801429 +80/42 +801-80.1 +/-78.4APPUFSTOBCORDANCHORS }r ir °J°0 O N+BO/-81.1 +801-80.1 +/-78.3 0 v(SEE TABlE 2) NOTAPPUCABLE SHORT O+/-793 +/-784 GLASS TYPES 14 THROUGH 13,2° '17 MAY NOT BE USED WITH SIDE OJ-CHANNEL OR INTEGRAL Z LL co+/-77.7 •FIN FRAMES. lU 'a
TABLE 11: U o cp N
U ®�
Window Design Pressure,(+/-psi for cis 15 w D cd
3/16"T Cap-Airspace-7116"A/A with SG I Type: o Z v ❑
Window Long Side(in) a c' 0¢ W LL
Dimensions 77.76 79 81 83 B6 1 87 91 94 96 99 1D4 107 111 Z mQ
36 +801-110 +801-110 +801-110 +W-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +6x-110 +801-110 +801-110 +8x-110 2: F
P. ae
40 +801-110 +801-110 +80/-110 +801.110 +801-110 +801-109.9 +601-108.5 +801-107.5 +801-106.9 +801-106.1 +8x Z-104.8 +801-104.1 +801-103.3 ® N w 1 vs
42 +801-110 +801-109.8 +B07-108.8 +801-107.9 +80/-106.7 +801-106.3 +801-104.8 +80/•103.6 +801-103.2 +801-100.6 4.807-97.7 +801-96.4 +801-94.8 co
U U
44 +801-107.3 +0-106.7 +801.105.7 +Bx-104.7 +801-103.4 +801-103 +801-101.4 +801-98.6 +801.98.7 +801-941 +80141.4 +807-90.3 +80149.2 U Z
48 +601-102 +80'-101.3 +801.100.3 +801-99.2 +130/-0 80748
7.3 + .2 +601-925 +801-90.4 +801.89.2 +801.87.3 +801.84.4 +801.82.7 +80140.5 a w X D.L L °lo°S
o
50 +801-99.8 +80149.1 +801-98 +8x46.9 +80143.9 +801-93.1 +B(Y-69.9 +801-87.7 +801-86.2 +801.84.3 +801-81.1 +/-79.3 o9.3 +/-77 LL Z N
51 +807-98.6 1 +801-98 +801-98.9 +801.95.8 +BO1.928 +807-92 +801.88.7 +801-86.4 +801$5 +801.828 +1-79.6 +/-77.7 +/-75.3 Z
64 +BO/-98.1 +8x•95.3 +801.94 +801.921 +80199.4 +801.88.6 +801-86,1 +8x-827 +Bx-81.1 +/-78.9 +/-75.3 +/73.2 +1-70.6 j a-
+80194 +8x43.2 +8x-91.6 +801-90.1 +80147.2 +801-86.3 +801.828 +801•80.2 +/-78.6 +/-76.3 +1725 +/-7D.5 apt •°s°0 s°uas
58 +80/-91.4 +80190.6 +8x-89 +801.87.5 +801•85.1 +801-84.2 +80'-80.6 +/-78 +/-76.3 +/-73.8 +/-70.2
c 61 +8x-87.8 +801.87 +801-85.3 +8x-83.6 +8x-81.2 +807-80.5 +/-77.3 +/-74.6 +/-728 +1-70.4 `�``\\\{1YILY1�I
0,.......N ,
t 83 +Sx-85.5 +8x•84.8 +Bx-828 +801.81.1 +/-76.8 +7-78 +/-74.8 +1.723 +/-70.6 NOTES: �?•
/n 1)BUCK DIMENSIONS SHOWN. ` LICEN$F••,((
64 +801-84.4 +801•83.5 +801.81.7 +/-80 +/-77.5 +/-76.B +/-73.5 +1.71.2
66 +801-822 +801$1.2 +/-79.4 +/-77.6 +/-75 +/-74.2 +1-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE No.58705 -
68 +/$0 +/-79.1 +/-77.2 +/-75.4 +/-727 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION.
O.C.MAX. SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS SHEET2),
-`
70 +1.78 +l-71.1 +1-75 +/-73.2 +l-70.5 - '• 6 4 �`
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4FIND THE SMALLEST SQUARE WINDOW SIZE IN t •
72 +/-76 +1-75 +1-73 +/-71,1 SOT'•, STA
APPUES TO B,C OR D ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
74 +/-74.1 +/-73 +1-71 i WINDOW WILL COMPLETELY FIT WITHIN. i��s •'F��RIDP,.••'���
(SEETABLE2) NOTAPPUCABLE i (�ON
76 +/-722 +/-71.1 13.2" I� AL ENG
1111111111\\
77.76 +/-70.5 A.LYNN MILLER,P.E.
P.E.#50705
TABLE 12:
Window Design Pressure,(+/-psi Use this tabe ITABLEIENTI D VERTNS MAY RforGlassIENTED VERTICALLY OR
1/8"TCap-Airspace-7/16"WHWithSG Type. HORIZONTALLY AS SHOWN.
Window
Long Side on) LONG
Dimensions 60.926 64 66 68 70 74 77 BO 84 87 92 97 99 SIDE
�- LONG SIDE
32 +80/-110 +80/-110 +80/•110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801.110 +801-110 +80/-110 +80/-110 +801-110 v PRODUCT REVISED
34 +801-110 +80/-110 +801-110 +801-11 D +80/-110 +80/•110 +801.110 +801-110 +801.110 +8D/-110 +601-110 +80/-110 4807-110 =c°mptining with the Fio&2
36 +80/-110 +801-110 +80/-110 +801-110 +B0/-110 +80/-110 +80/-110 +801-110 +801.110 +801-110 +80%110 +80/-110 +80/-110 SHORT Baildfng Code
SIDE � AecePtanceNo i •0 0�1�
3B +80/-110 +BD/-110 +BO/-110 +80/-110 +801-110 +801.110 +801.110 +8d-110 +80/-110 +8D/-110 +80/-110 +80/-110 —I SHORT EPiration Data 2200
40 +801-110 +807-110 +80/-110 480/-110 +80/-110 +80/•110 4801-110 +801-11D +801-110 +801-110 +801-110 --I SIDE By
42 +80/•110 +50/-110 +601-110 +80/-110 +80/-110 +80/-110 +801-110 +80'-110 +80%110 +801.110 Mia McProdtwf
c
a, 44 '+801-110 +80/-110 +80%110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110
N 46 +801-110 +801-110 +80/-110 +801-110 +80/-110 +BO/-110 +801-110 +801-110 LONG SIDE —� NO CHANGES THIS SHEET.
t 48 +80/-110 +80%110 +801.110 +80/-110 +801410 +80/410 +80/410 N
rn 50 +801.110 +801-110 +801-110 +00/-110 +80/-110 +80/-110 SHORT LONG s
52 +801-110 +801-110 +801-110 +801410 +801-110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE Y/ SIDE
64 +80/-110 +801-110 +80/-110 +80/-110 THROUGH THE FRAME PER SHEETS 3&4, THROUGH THE INTEGRAL FIN PER SHEET
APPLIES TO B,C OR D ANCHORS
56 +80/-110 +801-110 +801-110
(SEE TABLE 2) NOTAPPLICABLE Y m
58 +80/-110 +801-110 - LU O �naa
i1B° 'GLASS TYPES 14 THROUGH >
60.92fi +B0/-110 17 MAY NOT BE USED WITH I SHORT iR W
J-CHANNEL OR INTEGRAL '1 SIDE 0U, 0)9 U5
o
FIN FRAMES. o 100 O N
Ln
TABLE 13: O-g- �:It 19Window Design Pressure(+1-psf) use this table co 'D
for Glase17 O LL CD a u tor° g
3116"TCap-Airspace-7/16"H/H with SG TVPe =Lu 6 s _
Window Long Side(in) U U co o ®�
Dimensions 97,76 7g 81 03 86 87 91 94 96 99 104 107 111 118 120 125 136 144 FW-W 'q' C¢ °N
C9 a21 OMO
CD
36 +80/410 +80%110 1 +801-110 +801.110 +801-110 +801-110 F+80(-110 +80/-110 +80%11 D +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 > d. W
40 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 _+801-110 +801-110 +801-110 +801-110 +801-110 Z Q W LL
42 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 Z m 0
44 +801410 +801-110 +801-110 +80/-110 +801410 +80/-110 +80/-110 +80/-110 +60/-110 +80/-110 +801.110 +801-110 +8(I/-110 +801-110 +80/-110 +801-110 +801-110 � F
48 +801-110 +801-110 +801.110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801.110 +801-110 +801-110 +80/-110 +801-110 +601.110 ; O W )—Is
50 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801.110 +80/-110 +801-110 +80/410 -+801-110 +801-110 +80/-110 +80/-110 +801-110 , Z
0
51 +801410 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110
64 +801.110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801410 +80%110 +801-110 +801-110 +BD/-110 +S0/-110 Q W W a�s
c 56 +801-110 +801.110 +80/-110 +801-110 +801-110 +80/-110 +801.110 +801410 +80/-110 +801-110 +801-110 +801-110 0 X Z N
58 +801-110 +801-110 +80/•110 +801-110 +801-110 +801-110 +801-110 +BD/-110 +801-110 +801-110 +801.110 O to
fA
g 61 +80/-110 +801-110 +801-110 +801.110 +80/-110 +801-110 +80/-110 +801-110 +BO/-110 +801-110 v Z W
N
63 +801410 +801.110 +801-110 +801-110 +80/-110 +SOI-110 +801.110 +801-110 +80%110 > 0 a
64 +801.110 +80%110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801410 enu 'sa°s°vas
66 +801-110 +80/-110 +80/-110 +80f-110 +801410 +801.110 +80/-110 `\\`�
68 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801.110
ILYIV
70 +80/-110 +80/-110 +801410 +80V-110 +80/-110
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING ����p01Y......
72 +80/-110 +801-110 +80/-110 +80.110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET �Q�'1� LICENSE'%
APPUESTOB,CORDANCHORS
NO.58705
74 +80/-110 +80/-110 +80/-110 (SEETABLE2) NOT APPLICABLE *;
76 +80/-110 +801-110 V -O //
77.76 +801-110 ?O 5
, � . tV�
NOTES: ANAL A. SN
1)BUCK DIMENSIONS SHOWN. 1l I I I I 1 I
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. LYNN MILLER,P.E.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TASLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN.
P.E.#58705
1,376" 3.500' 3.500" 3.5010 3.500'
.082" �f^�— .062• —►11 --- .062° ��— .062"
.355"
5 .060"
OANCHOR COVER 1.483" 1 1 AST 1.483" 1.483"
864" 301" ,626. .625•
1.375" O J.CHANNEL FRAME O FLANGE FRAME 1.375" O INTEGRAL FIN FRAME O EQUAL LEGIBOX FRAME
O7/8
SILICONE HOT-MELT BUM ALUMINUM POLYISO- DESICCANT FILL AREA
.864" STRUCTURAL REINFORCEMENT BUTYLENE
o .175• 5116"NOM.
STRUCTURAL SILICONE 3/16"NOM. 5/16"NOM. SEAL
POLYISOBUMEN 1/4"NOM. FOAM BUM& SILICONE SEAL
WITH DESICCANT WITH DESICCANT ROLL-FORMED
DESICCANT FOAM STAINLESS STEEL
O 1"BEAD INT.GLASS
EXT.GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
INT.GLASS INT.GLASS INT.GLASS
MITERED
CORNERS WITH KODISPACE SUPER DURASEAL@ XL EDGEINTERICRT""
EXTERIOR 60 4SG TPS s1 SPACER®NXTT"" fiz SPACER Is
WELDS
TABLE 14:
4 Part# Description Material �RODUCP REVISED
1 620117 J channel Frame PVC as"mplying with th"FLwi"
tluiidme CodeI 0(w4.OBJ
a
2 620118 Flange Frame PVC APbw"No 7
3 620119 Integral Fin Frame PVCBy
Eq mNon Date 6" 020
4 620120 Equal Leg/Box Frame PVC Mia
1'11am
5 620133 Anchor Coker PVC
5 6 720136 7/8"Glazing Bead PVC NO CHANGES THIS SHEET.
FRAME 7 720135 1"Glazing Bead PVC o
ASSEMBLY DETAILS 7 74 Backbedding,GE 7700 or Dow 791 Silicone
78 1 71646N ISetting Block(718"x 1"x 118"),85+/-5 duro. EPDM
EXTERIOR1 O.`(•LYI1/n/77j
(�
1070 TECHNOLOGY DRIVE �a�`�-'
N.VENICE,FL 34275 Q. n)
NOTES: (941)-480-1600 * No.58705
Part# Description Materiel 1)SOME PARTS NOT SHOWN FOR CLARITY.
P 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER ® COPYRIGHT 02017 PGT INDUSTRIES,INC. 1 l
80 Kommerlin 4SG TPS Spacer S stem FRAME TYPES APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED ' I Z
9 P y 3)ITEMS#8-73,75-77&79 ARE NOT USED AND ARE Off'. S7 TE '��\
81 Quanex Super Spacer nXr with Hot Melt Butyl
See this NOT PART OF THIS APPROVAL. = VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 %,F .............'40RIDP •'
82 Quanex Duraseal Spacer Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA u o i S
Materials BOM&ASSEMBLY gEXTRUDERCODE. �
;m J ROSOWI �'S� NAL SNC?��
o SKi11I1II�1��
83 Cardinal)IL Edge Spacer w _
REFER CE TES REPORTS:FTL-8717,6968&8970 PW-5520 8 NTS k 1101 11 o z MD-5520.0 ,� B A.LYNN MILLER,P.E.
h P.E.#58705
a