HomeMy WebLinkAboutProduct Approval (2) JUL 2 1 2911
PER-i,E iNG
MIAMI-DADS St. !ueie Gouniy, EL
MIAMI-DADS COUNTY
a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE ,000,A); r-: , www.miamidag±.gov/economy
PGT Industries Inc. ' ry{ ' . ` t� 43
1070 Technology Drive ��' fi
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Tcludin the 'gb�le '
D +SCRIP ON: Series"PW-5520 Vinyl"PVC Fixed Window—L.M.I:
APPR o. -5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 11 of 11,dated 09/09/14,with revision A dated 06/08/16,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
S
SILE IMPACT RATING:Large and Small Missile Impact Resistant
ar a permanen a r s name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0930.25 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.16-0629.12
MIAMI& COUNTY Expiration Date: April 30,2020
Approval Date: August 04,2016
Page 1
'
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous 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 A dated 06/08/16, 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.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration.Testing Laboratory, Inc., Test Report No.FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5t'
,Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.25)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources (RER).
GAG
1VMan6el Pep", E.
Product Control xam' er
NOA No.1 9.12
Expiration Date: April 30,2020
Approval Date: August 04,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 04/16/15, expiring on 04/16/20.
E. STATEMENTS
1. Statement letter of conformance, complying with FBG-2010 and FBC-5t'Edition
(2014),dated September 27,2014,issued by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-093 0.25)
2. Statement letter of no financial interest, dated September 27, 2014, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0930.25)
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E.
Supervisor, Product Control Section.
(Submitted under previous 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.
G. OTHERS
1. Notice of Acceptance No. 14-0930.25, issued to PGT Industries,Inc.for their Series
"PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 04/30/15 and expiring
on 04/30/20.
Manuel Perez,P
Product Control Exam ner
NOA No. 16-0629. 2
Expiration Date: April 30,2020
Approval Date: August 04,2016
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 MAX.BUCK WIDTH SEE TABLES 413
HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 49
(SHORT OR LONG SIDE)
2 SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX.O.C.SEE 1.25'MAX.
B,SEE _ 6"MAX. D.SEE _ MAX.O.C.SEE TABLES 49
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE H THE OUTBOARD TABLES 413 �+--
VHS SHEET SHEET4� � I PRODUCT R8WS6A
LITE(CAP)MUST TEMPERED. ns compl*g With ft FIMt.4s
T}' Building
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE I -�• I I A�P�M
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR VISIBLE } VISIBLE F•xpimttat Dare ZD
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND LIGHT WIDTH I MAX.BUCK LIGHT WIDTH
CONCRETE WITH MIN.KSI PER ANCHOR TYPE. HEIGHT.SEE By
_� _� ;,'il^P��
4)ALL WOOD BUCKS LESS THAN 1-12 ___—_—_—_—_ _—_-7-—
TABLES413 _—_—__--_—_—_—_ m a•.
'THICK ARE TO BE CONSIDERED 1X (LONG OR
INSTALLATIONS.IX WOOD 13UCKS ARE OPTIONAL FSUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 11/2"IT IS TH CINSTALLED K OR GREATER.DIRECTLY AND 2X 1 I ; SHORT SIDE) I , a T -05/05/16-ADDED SPACERS
BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A / VISIBLE / VISIBLE TO SHEET 11.
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE I LIGHT A,SEE C LIGHT C,SEE
I N
ENGINEER.(EOR)OR ARCHITECT OF RECORD.(AOR). / HEIGHT SHEET3 HEIGHT SHEET4
s
5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I MAX.BUCK >
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I / { / HEIGHT,SEE rc
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING MAX.O.C. 1 TABLES R
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES (LONG OR Y Q
MAX.O.C. I LL
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 SEE SHORT SIDE) rn nab
6)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT
' TABLES 111 O OI O
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED I 4-9 ,N N al°a Ix to
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST B�__J 6'MAXD - 1.25"MAX. --��--- O v -a to
LOADS IMPOSED ON THEM BY THE WINDOW. _J J t7
7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL Z a U LL m aMa a
A-NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME FLANGE FRAME(90"CORNERS) FRAME(90"CORNERS) Z LX- d
ANALYSIS AND GLASS PER ASTM E1300. (ANCHORED THROUGH NAIL FIN) WZ— Og w aN
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE 1.25'MAX F- m O NW oma
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 6"MAX. -�-I I-�— YO Z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 6"MAX Z Q.Z a0 S O
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113% MAX. Lu
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 MAX. C. D.C. Z W `-
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX.O.C.SEE�• SEE ?r I j
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET SEE TABLES TABLES 49 TABLES w O ca /aavg
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 413
43 ® # Z W
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. :T o Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHEAUTHORITY HAVING I O Z
JURISDICTION. / VISIBLE LIGHT SEE4 TABLES / LIGHT X ¢ a/0
HEIGHT HEIGHT F u- w �
10)REFERENCES:TEST REPORTS FTL-7897:ELCO ULTRACON NOA;ELCO CRETEFLEX MAX.BUCK -J
�NOA;ELCO AGGREGATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& w r W
BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN / MAX.BUCK HEIGHT,SEE O Z W
SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN HEIGHT.SEE / TABLES 4-9 5; (5 O-
MANUAL TABLES 4.9 (LONG OR L rall1 •asao sauag
VISIBLE (LONG OR VISIBLE SHORT SIDE)
11)-PVB-=.090"BUTACfTEO PVB BY KURARAY AMERICA,INC. LIGHT WIDTH SHORT SIDE) LIGHT WIDTH Y LYIyN
'SG"=.090'SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. `� ,`�.
6'MAX RC1.•: 110ENSF•.,((�i
GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS ,
ELEVATIONS.................................1 I I —� I•�— MAX,D.C.SEE TABLES 49 —�-I I-f— 1.25"MAX. =7k: No,58 05
WIDTH:BUCK WIDTH--4-311 II�_�II_ "-"1 6'MAX. 1.25"
FRAME,GLASS&ANCHOR MAX.O.C. ;
HEIGHT:BUCK HEIGHT-4-3N 6' MAX : *-
OPTIONS.............................2 SEE TABLES 4.13 ,
INSTALLATION,FLANGE& MAX.BUCK WIDTH SEE TABLES 49 '
STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 413 !
EQUAL LEG..........................3 (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) 0,:• aF
INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP.INTEGRAL FIN& F'•.,�a
J-CHANNEL..........................4 -ASTM E13OD-09 TYP.EQUAL-LEG/BOX& % s, RIDP,•�'�Z�.
J-CHANNEL FRAME(CURVED OR
GLAZING DETAILS........................5 •ANSI/AF&PA NDS-2012 M FOR .AOMOOD CONSTRUCTION FLANGE FRAME
CORNERS)D ANGLED CORNERS) is�OJ�gD1EN`��`�
DESIGN PRESSURES...................6-10
-ALUMINUM DESIGN MANUAL,ADM-2010Irl
BOM&ASSEMBLY.......................11 •AISI-SlOO-07/S2-2010 (ANCHORED THROUGH NAIL FIN)
A.LYNNMILLER,P.E.
P.E.#58705
TABLE 1:
Glass Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Description #
Type
7 7/8"Laminated I.G.:1/8"A Exterior Cap+7116"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Interlayer 4 A"=ANNEALED
8 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 5 "H"=HEAT STRENGTHENED
9 7/8"Laminated I.G.:3/16"A Exterior Cap+318"Air Space+5/16"Laminated;(2)Lites of 118"A Glass with.090"PVB Interlayer 6 "P=TEMPERED Oa
"PVB"=.090"PVB INTERLAYER
10 7/e"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.090'PVB Interlayer 6 "SG'=.080"SENTRYGLAS BOX OR
11 1"Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass With.090"PVB Interlayer 7 INTERLAYER Q EQUAL
OQ
12 1"Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+7116"Laminated;(2)Lites of 3116"A Glass With.090"PVB Interlayer 8 (FLIANG]EN13 V Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7116"Laminated;(2)Lites of 3116"A Glass with.090"PVB Interlayer 9
14 1"Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+7116"Laminated;(2)Lites of3/16"A Glass WRh.090"SG Intedayer 10 o�
15 1"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"SG Interlayer 11 'GLASS TYPES 14 THROUGH
16 1"Laminated I.G.:1/8'T Exterior Cap+7116"Air Space+7116"Laminated;(2)Lites of 3/16"H Glass With.090"SG Interlayer 12 17 MAY NOT BE USED WITH
J-CHANNEL OR INTEGRAL
17 1"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7116"Laminated;(2)Lites of 3/16"H Glass with.090'SG Interlayer 13 •FIN FRAMES.
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
Min.Edge Min. "MIN.OF 3THREADS
Group Anchor Substrate BEYOND THE METAL Ba fl�
Distance Embedment' SUBSTRATE.FOR
P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" STEEL STUDS,MIN �Q INTEGRALW �Q
#10 SMS STEEL
KSI. J CHANNEL
(steel,18-8 S.S. Steel,A36" 3/8" 0.050"
Steel Stud,A653 Gr.33` 3/8" 0.0451"(18 Ga.) "UNGROUTED CMU"
A or 410 S.S.) Aluminum,6063-T5* 3/8" 0.050" VALUES MAY BE
Southern SG=0.55 USED FOR GROUTED
P.T.Southeoo� o
( ) 7116" 1-(e" CMU APPLICATIONS.
3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/8"
Ungrouted CMU,(ASTM G90) 2-112" 1-114"
SMS P.T.Southern Pine(SG=0.55) 9/16" 1.318"
#12
B (steel, SM S.S. Steel,A36' 3/8" 0.050"
or 410 S.S.) Steel Stud,A653 Gr.33` 318" 0.0451"(18 Ga.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INA BLOCK(SEE EXAMPLES
Aluminum,6063-T5' 318" 0.063" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10.
1/4"steel Ultracon Concrete(min.2.85 ksi) 1" 1-3/4" LONG LONG LONG SHORT
C Ungrouted CMU,(ASTM G90) 2-112° 1-1/4° 11 _SIDE _ "I I�--SIDE SIDE +{ SIDE
T
114"steel Creteflex Concrete(min.3.35 ksi) 1° 1-3/4" 7 r -- --
1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1° 1-3/8" �w �2w
114"steel Creteflex
Ungrouted CMU,(ASTM G90) 2-112" 1-1/47 _0 =y =N
P.T.Southern Pine(SG=0.55) 1" 1-3/8" �1 W
1/4"steel P.T.Southern Pine(SG=0.55) 1" 1-/8° PRODUCCREVISFED
D Aggre-Gator Grouted CMU,(ASTM G90) 2° 2" 1-- LONG LONG LONG LONG LONG 0 ef/ as complying with the F106h
SIDE l� SIDE '-'I F-- SIDE --i l- SIDE --I F-- SIDE "'I 0 7 Build'mg
114"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-314" 7 r--- - - 7 ( --- T r- - T r Aaopre ceNa 2
114"steel Creteflex Concrete min.3.35 ksi 2-1/2" 1-3/4" F F F FTI F sonOare r° /�QD
1(4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112" 1318" ooh ooh oo oo oo �v By
mLNl I� mNl w11N u=i1Nl I miN Niami ede Product
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 1 i 1 1L- -J LL J
Group Anchor Substrate Min.Edge Min.
Distance Embedment ,
E 2-11Y x.131"Common Nell P.T.Southern Pine(SG=.55) 318" 2-7116" .
2-112"Fling-shank Roofing Nail P.T.Southern Pine(SG=.55) 318" 2-7116"
P.T.Southern Pine(SG=.55) 112' 1-318" ti VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14
#10 Trusshead SMS o"--
Aluminum,6063-T5• 318" 0.050°
(steel,18-8 S.S. " GLASS/ANCHORS/FRAME OPTIONS �m� J ROSOWSKI
or 410 S.S.) Steel Stud,Gr.33" 3!8" 0.0451'(16 Ga.) 6' y
0 0
F Steel,A36" 3/8" 0.050"
P.T.Southern Pine(SG=.55) 9/16" 1-318° •MIN.OF 3 THREADS CERT.OF AUTH.#28296
(steel,18.8 S.S. Aluminum,6063-T5' 318" 0.063" BEYOND THE METAL 1070TECHNOLOGY DRIVE
Steel Stud,Gr.33' 318" 0.050" SUBSTRATE.FOR p
or 410 S.S.) STEEL STUDS,MIN N.VENICE,FL 34275 d m „ .
Steel,A36' 3/8" 0.050° Fu=as KSI. (941)480-1600 N PW-5520 NTS y 2 OF 11 0 MD-5520.0 p z° A A.LYNN MILLER,P.E.
P.E.#58705
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.
ANCHOREDTHROUGH EMBEDMENT
EDGE DISTANCE 714"MAx• 114'MAX,
FRAME INTO 2X WOOD
SHIM SHIM
FRAME OR BUCKSTRIP. 2 4
SEE NOTE 2,THIS SHEET. EDGEI—� EDGE
Q EMBEDMENT DISTANCE u 5 Q DISTANCE
FLANGE
FRAME a
SHOWN
❑
TYP.ANCHOR TYPE,ENT
1"THICK I.G. �� 9 TYP.ANCHORTYPE,
-114"MAX
Z SHIM EMBEDMENT AND EDGE EMBEDMENT AND
TYR ANCHOR TYPE, DISTANCE PER EDGE DISTANCE PER
SUBSTRATE, SUBSTRATE,SEE
EMBEDMENT AND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2.
6 a EDGE DISTANCE PER RO
SUBSTRATE,SEE ,d
5 TABLE 2,SHEET 2. Op 7/8.THICK I.G.
FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7
EGIBOX
FRAME EQUAL-
NOTES: SHOWN LFRAME
7/8"THICK I.G. BUCK WIDTH FRAME
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN
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,FBG COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 3,SHEET 2.
PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN
BUCK VISIBLE 1-1PY'THICK ARE TO BE CONSIDERED IX 1/4"MAX•
HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL —+{ 1/4"MAX.SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD
BUCKS DEPICTED AS 2X ARE 1-1/2"THICK ORSM (G5),SEE
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE ft' T;E�'E 2,SHEET 2.
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM1"THICKLG. BEADING TO BEADING. FLANGE EQUAL PRODUCT REVISED
FRAMELEG180X ar complyig With tlm Florida
SHOWN FRAME Buulding Code O .Q•
TYP.ANCHOR TYPE, SHOWN Acceptance No lG- l'Z
I� EMBEDMENTAND OD EXTERIOR p E:9�raW.Ke �
EXTERIOR I I EDGE DISTANCE PER
a 4 O U SUBSTRATE,SEE INSTALLATION v INSTALLATION %44 2,`P`od.w
EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4
LEGIBOX ANCHOREDTHROUGH ANCHOREDTHROUGH
FRAME �1/4"MAX.SHIM FRAME INTO METAL FRAME INTO METAL
SHOWN
VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14
EMBEDMENT
VISIBLE LIGHT FORMULAS o FLANGE&EQUAL-LEG/BOX FRAMES am J ROSOWSKI LL l[
INSTALLATION • WIDTH:BUCK WIDTH-4-3/18•
OPTION2 HEIGHT:BUCK HEIGHT-4-3116 CERT.OF AUTH.#28296 0
ANCHOREDTHROUGH EDGE DISTANCE N ,
FRAME DIRECTLY INTO VERTICAL SECTION BB 1070 TECHNOLOGY DRIVE
- ,
CONCRETE/,Mu. N.VENICE,FL 34275 d - ; .
(941)-480-1600 N PW-5520 NTS N 3 OF 11 z MD-5520.0 i A A.LYNNE.#6870.5 PP.E.
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
INSTALLATION OPTION 5
1/4*MAX SHIM 1/4"MAX.SHIM
ANCHOREDTHROUGH ANCHORED THROUGH INTEGRAL FIN
ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. Imo-- EDGE DISTANCE
r
INTEGRAL FIN INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.NOTE 2,THIS SHEET.
T_ a
FRAME OR BUCKSTRIP.SEE I
NOTE 2,THIS SHEET. EDGE 1 3
EDGE DISTANCE DISTANCE
J-CSHOWN HANNEL 5 Q
FRAME y D I O
o EMBEDMENT
1'THICKI.G. ^�
1 1/4'MAX.SHIM TYP.BED]ANCE ANDYPE, L—J
EMBEDMENT AND
TYP.ANCHOR TYPE, EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRATE,SEE
6 a DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. TYP,ANCHOR TYPE,
SEE TABLE 3,SHEET 2. INTEGRAL
(SCREW SHOWN) FIN EMBEDMENT AND EDGE
(NAIL SHOWN) 00 7/B'THICK I.G. I TFRAME DISTANCE PER SUBSTRATE,
5
J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH �•�0 7 SHOWN SEE TABLE SHEET 2.
(NAIL SHOWN))
FRAME
7/8"THICKI.G. NOTES: SHOWN 15
BUCK WIDTH
A USE CHORSL I SUBSTRATE-APPROPRIATEEDONAB HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2 8 3,SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
BE USED ON 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 IX
HEIGHT LIGHTINSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 114'MAX.SHIM #10 OR#12 STEEL 114"
MAX•
WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK SMS(G5),SEE SHIM
OR GREATER.IX AND 2X BUCKS(WHEN USED) TABLES 2&3,
SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2.
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD. 0
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
l'THICK I.G. REFERRED TO AS DAYLIGHT OPENING)IS
MEASURED FROM BEADING TO BEADING. F
FIN AND/OR PRODUCT REVISED
FLANGE MAY BE Bildml1it fts ieg with tlm Florida
uC«4e REMOVED IN-FIELD INTEGRALFIN EXTERIOR o *D!4. �go
EXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN ❑ I-I ❑3 AND EDGE DISTANCE PER �J mi
SUBSTRATE,SEE TABLE 3,SHEET 2.
INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8
FIN 1/4'MAX INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, •,
FRAME INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.
SHOWN SHIM
0 0
INSTALLATION EDGE
OPTION 5 DISTANCE = VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14
ANCHORED THROUGH
INTEGRAL FIN INTO 2X o J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI -
WOOD FRAME OR VISIBLE LIGHT FORMULAS 6
BUCKSTRIP.SEE NOTE 2, ® ¢ •.,-
THIS SHEET. EMBEDMENT WIDTH:BUCK WIDTH-4-3116' ' . .
HEIGHT:BUCK HEIGHT-4.3/16' CERT.OF AUTH.#29296 ,
VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275m v '
(941)-480-1600 N PW-5520 NTS 4 O 11 o2 MD-5520.0 2 A"2 A LYp E#58705 P.E.
718"NO718"NOM. 718"NOM. �+-
5/1 "A/A PVB 5116"A/A PVB 5/16"A/A PVB I 5116"A/A PVB
7/1 "AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUCCREVISED
118"A GLASS 118"T GLASS 3/16"A GLASS 3116"T GLASS o wmplyi g with dx Flerlda
U:ildiag Code `n
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Aoceptnnm No ��
Enplratiun Date r
Y
80-83 80.83 80-83 80-83 Mi n rtdc Product G,ntr
SS TYPE GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10
N
C
p
�--• 1"N1"N M. VN M. VN M.
I Y
m •gay
7/16"A/A PVB 7/16"A(A PVB 7/16"A/A PVB 7/16"A/A SG
❑ m m o
7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE >_n v alo0 O o
CV
1/6"T GLASS 3116"A GLASS 3116"T GLASS 3/16"A GLASS--\ M U)
aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z L tN LL umo�a
L)() >(- o
80.83 80.83 80.83 80 83 Fw-Z m o v10
a
w
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a zz
0 0
z U)
3
m O laays
N Z J U)
�+- 1"NOM. 1"N M. 1'NOM. 0 LU Z
I I I ¢ w VL w alaas
CD
7/16"A/A SG 7/16"H/H SG 7/16"H/H SG EXTERIOR ° LL z
3/8"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE a w } O
1/2'NOM.GLASS ° Z d
3116"T GLASS 1/8"T GLASS 3/16"T GLASS--\ 80.83 r BITE TYP. j �9
a EXTERIOR a EXTERIOR a EXTERIOR i a„1 •�SaO sa„es
7 74
80-83 80-83 BO-83 .�`'.t`i ':�?::.';`l'•:•,
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78
GLA7JNG NOTES: GLASSTYPES I4 THROUGH - •'
"A”=ANNEALED 17 MAY NOT BE USED WITH '•�•'
'H•=HEAT STRENGTHENED 'J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL • •:
"T”=TEMPERED •FIN FRAMES
'PVB"=.090"PVB
'SG"=.090"SENTRYGLAS A.LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design Pressure,(+1-psQ Use thislaUe
for Glass 7
118"A Cap-Airspace-5/16"A/A with PVB Ty Per
Window Long Side(in) TABLE DIMENSIONS MAYBE
Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR
18 +150 +/•50 +/-50 +/-50 +/-50 +/-5D +1.50 +1-50 +/•50 +1-50 +/-50 +/-50 HORIZONTALLY AS SHOWN.
20 +1-50 +/50 +/-50 +/SO +f•50 +1-50 +/-50 +/-5D +/{0 +/-50 +/-50 +/-60 LONG PRODUCT REVISBD
cnmplying
22 +1.50 +/50 +1-50 +/-50 +/-50 +/-50 +/•50 +/-50 +/50 +J-50SIDE aswithdt fIftib
O +/•50 +/-50 F� LONG SIDE % Hu7tdinRcade
24 +/-50 +/-60 +/-5D +/-50 +/-50 +/-50 +/•50 +/-50 +/-50 +150 +/-50 +/-50 i` Amaptan=NO1�"0 �i.1�,.,�,
} Erpirai Date /lArLv
26 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +f-50 +/5D +ISO +1.50 +/-50 SHORT
28 +150 +/-60 +/50 +/50 +/-50 +1-50 +1.50 +/-50 +/50 +/-50 +/-50 +/•50SIDE By r[
Mi2mi Pede Product
30 +/-60 +150 +/-50 +15D +/-60 +/-50 +/50 +/-50 +/50 +150 +/-50 SHORT
SIDE
c 32 +1-50 t/-50 +)50 +/-50 +150 +/-50 +/50 +1•50 +1.50 +1•50
c
rn 34 +/-50 +/-50 +/-50 +/50 +/50 +/•50 +/-50 +1.50 F +/-50
N36 +/-50 +/-50 +/-50 +/.50 +/-50 +f-50 +/-60 +/-50 �-- LONG SIDE —y a
38 +1-50 +/50 +/-50 +150 +150 +/50 +/50 T--
40 +/-50 +/-50 +150 +/-50 +/50 +/-50
SHORT ///rrr
42 +/SD +l-50 +lSO +/50 +/SO MA%.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING � LONG
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEE74 S1DE SIDE
44 +150 +/_50 +l-50 +150 y Q
46 +/-50 +/50 +/-50 APPLIES TO A,B,C OR DANCHORS APPLIES TO EOR F ANCHORS to nay
(SEETABLE2) (SEETABLE3) rn
48 +/-50 +15015• 4" _ p 0) O
o
51.05 +/-50 - } �t slop p o
c1l I,
SHORT I— O� IT ren
--I SIDE p J c, o ,cD
0
Z LL N LL Cc) u,xv0
TABLE 5: U U X D m
Window Design Pressure,(+I-psf U—tnlstahla F-w DO O q U) 0MG
for Glass 8 Y :R
118"TCap-Airspace-5116"AIA with PVB Type:j z a z
Window Long Side on) O � O
Dimensions 60.926 64 66 Be 70 74 77 80 84 87 92 97 99 Z m
32 +(SO +1-50 +150 +/-50 +/SO +/-50 +/•50 +/50 +/-50 +/-50 +/-50 +/50 +/-50 t¢-'
w O W ]aayS
34 +/50 +150 +150 +/-50 +/50 +/-50 +/-50 +/•50 +/50 +/50 +/-50 +/47.3 +/-46.7 ® g Z
36 +/50 +1-50 +/50 +1-50 +/50 +/-50 +1-50 +/50 +/-50 +/-50 +/-07.5. +1-05.4 +/-44.6
38 +/50 +/-50 +/50 +/-50 +1-60 +1-50 +/-50 +150 +/•50 +1.49.1 +/-46.1 +/-03.9
_ (D Z
40 +ISD +/-60 +/50 +/-50 +/50 +/-50 +/-50 +/50 +/-50 +1-48.2 +/•45.1 Q W W
LL X Cl.
42 +ISD +/-50 +/-50 +/-SO +/50 +/-60 +/-50 +/50 +149.8 +/-47.4 C� Li Z ,
m 44 +/50 +/•50 +/-60 +f-50 +10 +1-50 +/-50 +/ 0 0 `2
m co
46 +/S0 +/-50 +/50 +/-50 +/SO +/-5O +/50 +149.9 O > a
c 48 +/SO +1-50 +150 +/•50 +/SO +/-50 +/-50 ep1 �sa0 sauas
rn 5D +/50 +/-50 +/50 +/-50 +/50 +/-50
52 +/-SD +1-50 +/-50 +/-50 +/50 MAX.D.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING '��„I,, !
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 `
54 +/-SO +/-50 +/-50 +/50 NOTES:
+150
APPLIES TO A,B,COR DANCHORS APPLIESTOEORFANCHORS 1)BUCK DIMENSIONS SHOWN.
+l-50 +/50
66
68 +/SO +ISO (SEE TABLE 2) (SEETABLE 3)'
15' 3.5"FOR E ANCHORS,4-FOR FANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
60.926 +150 NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THETABLE(S)ABOVE WHICH THE ARCHITECTURAL '
WINDOW WILL COMPLETELY FIT WITHIN. ...
A.LYNNMILLER,P.E.
P.E.#58705
TABLE 6:
Window Design Pressure,(+1-psf) Useth's tebh
3/16"A Ca -Airspace-5116"A/A with PVB for pen 9&10
3/16"T Ca -Airs ace-5116"A/A with PVB Type'
TABLE DIMENSIONS MAYBE
Window Lang Side(in) ORIENTED VERTICALLY OR
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN.
32 +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 +ISO +/-60 +/-50 +/-50 +1.50 +/-50 +150 LONG PRODUCTREvISEO
34 +/50 +/-50 +/-50 +/-50 +/-50 +/-50 +/a +1-50 +/-50 +/•50 +/-SO +1.50 +/-50SIDE ascemD4+eufthenFim18a
I-�-- LONG SIDE ABvildin8 Codde
36 +150 +/-50 +/-50 +/-60 +1-60 +/-5D +150 +/-50 +/-50 +/-50 +/-50 +/-50 +/50 Avapt.14u i(c-O /{112�
T- C-xpimlion Due W!�
38 +150 +/-60 +/-50 +/-60 +/-50 +1.50 +/-M +/-50 +/-60 +/-50 +1-50 +1-60
40 +/-60 +1-50 +/-50 +/-50 +/-60 +/-50 +/SD +/-50 +1-50 +/-60 +/-50 SHORT By
SIDE Mia ai a pro&,cl
E 42 +150 +ISO +/50 +1-60 +/50 +/-50 +1_60 +1-50 +1-50 +1.60 SHORT
44 +/-50 +150 +/-50 +/-50 +150 +1-50 +/50 +/-50 +/•SD SIDE
M c
in 46 +1.60 +14W +/-50 +I50 +1_50 +/-60 +/S0
48 +150 450 +/-60 +1.50 +/-50 +/-50 +/50 �— LONGSIDE —►{
50 +150 +1-50 +/SO +/-50 450 +1-50
MAX.D.C.SPACING IF ANCHORING MAX.O.C.SPACING
52 +150 +/-50 +/-50 +1•50 +/-50
THROUGH THE FRAMEPER5HEETS 3&4 THROUGHTHE INTEGRALFIN PER SHEET4SHORT
64 +/50 +1-50 +/-50 +/-50 LONG
APPUESTOA,B,COR DANCHORS APPUES TO EOR F ANCHORS SIDE SIDE
56 +150 +l-50 +/-6D Y Q
(sEE TABLE 2) (sEEraeLE 3) - � Lu � CO58 +150 +/-W 15" 3.5"FOREANCHORS,4"FORFANCHORS > p) 'Ala
60.926 +/SOEp rn g o
LL-1 G N also O N
SHORT I _ O M U?
TABLE 7: SIDE 7"'— 0 LL N J o 'l p
Use Ns table Z to LL O Mao
Window Design Pressure,(+/-psf) rarGfass� 11 U cwi x o g "
m
1/8"T Cap-Airspace-7116"A/A with PVB Type: O W CO 2 i U '-N
MO
Window Long Side(in) ) 2
Dimensions 6D,926 64 66 6B 70 74 77 80 84 87 92 97 99 Z 0..Z O1 d y
32 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +1.70 v O W O
34 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +I.70 Z n
36 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-70 +/-70 $' ~Q
5i O Ill laaVs
38 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/•70 0 N Z W
40 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 = (0 1--
c
42 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 Q-70 O LU Z along
W
m 44 +170 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 - o X a O
m 46 +/70 +/-70 +/-70 +!•70 +1-70 +/-70 +/-70 +/-70 LL Z N
w }
m 48 +/-70 +1-70 +/-70 470 +/-70 +/-70 +/-70 O Z O
50 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 j p LL
52 +/-70 +/-70 +/-70 +/-70 +/-70 MAX.D.C.SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING afll nsaO sauas
64 +/•70 +/-7D +/-70 +/-70 THROUGH THE FRAME PER SHEER 3&4 THROUGH THE INTEGRAL FIN PER SHEEr4
56 +/-70 +/-70 +/-70 APPUE5709,CORDANCHORS APPLIES TO FANCHORS _
Be +/-70 +/•7D (SEE TABLE 2) (SEE TABLE 3)
NOTES:
15.5" 4" 1)BUCK DIMENSIONS SHOWN.
60.926 +1-70
2)FOR SIZES NOT SHOWN,ROUND UP TO THE - •• '• '
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 6 _
FIND THE SMALL EST SOUARE WINDOW SIZE IN
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN. -
. A.LYNN MILLER P.E.
P.
58705
TABLE 8:
Window Design Pressure,(+/-ps1 Use INS tele
for Glass 12
3/16"A Cap-Airspace-7/16"AA with PVB Types:
Window Long Side(in)
TABLE DIMENSIONS MAYBE
Dlmenslons 69,649 71 73 75 78 1 80 B5 86 89 92 96 99 ORIENTED VERTICALLY OR
32 +/-70 +I-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 .HORIZONTALLY AS SHOWN.
34 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 LONG PRODUCT REVISED
36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 SIDE >S c.mplyin8withft Ph do
F~ LONG SIDE Building Oode
38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 T-
+1-70
+/-70 +/-70 +1-70 +/-70 +/-70 +/ AcccPloaccNol�o-OCe •12
40 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +I-70 +/-70 +/-70 +1-70 } E:cPi+atKmDare !!jp'j�]
-59,5 +/-66,7 SHORT
42 +/-70 +/-70 +1-70 +1-70 +/-70 By
_ SIDE Miarui ade
44 +f-70 +/-70 +/-70 1 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-69.9 +/-66,4 +/-63.7 y _I SHORT
46 +/-70 +/-70 +/-70 1 +1-70 +1-70 +1-70 +1-70 +1-70 +/-69.9 +/-67.4 +/-63.9 +/-61.7 J- 'l SIDE
48 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67.8 +/-65.3 +/-61.9 +/•59.7 '
50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +169.5 +/-68,5 +1.65,9 +/-63,4 +/-59.9 N
N 52 +I-70 +1.70 +/-7D +/-70 +1-70 +/-70 +/-67.8 +/-66.9 +/-64.2 +/{1,6 LONG SIDE
y 54 +/-70 +/-70 +/-70 +/-70 +/-70 +f-70 +1.66.2 +/-65.3 +/-62.5 f >
56 +/-70 +1-70 +/-70 +/-70 +/-70 +169.2 +1.64.7 +/-63.8 SHORT L/ LONG
57 +/-70 +/-70 +/-70 +/-70 +/-69.8 +/-68.1 +/-64 SIDE SIDE
1' Q
w ul .as
60 +/-70 +1-70 +/-70 +/-69.7 +1-67 +/-65.3 � � �
MAX.O.0 SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING
62 +/-70 +/-70 +169,9 +/-67.9 +/-65.2 rn O o
THROUGH THE FRAME PERSHEETS3&4 THROUGH THE INTEGRAL FIN PERSHEET4 ,O (0
64 +1.70 +1-70 +/-68.3 +1.66.3 }� tom.. al"o O N
APPUESTOB,CORDANCHORS APPLIESTO F ANCHORS (�ry
fib +/-69.9 +/-68.9 +f.56.7 SHORT O v , n
(SEE TABLE 2) (SEETABLE 3), CO m
68 +/-68.4 +1.67.4SIDE J J rn o 7R-
4" p
15.5„ z LL LO LL � mw0
69.649 +/-67.1
U U X S2 d
TABLE B:
IAr Z O 2 v 0) 'aN
Window Design Pressure,(+/-psQ ra�� 13 r`� Q o a U !)MG
3/16"T Cap-Airspace-7116"A/A with PVB Type: z D_z °' a O w r
J LL
Window Lang Side(In) Z In O
Dimensions 69.649 71 73 75 78 BO 85 86 89 92 96 1 99 F m
32 +/-70 +/-70 +/-70 +1-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 m p I1J la"yS
34 +/-70 +1-7D +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 z
36 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 '+/-70 +/-70 +/-70 +/-70 +(-70 +/-70 =
38 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 a w OLU e�s
40 +170 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +l-70 +/-70 +1-70 +1-70 p X D- N
42 +170 +l-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 LL z
J (7 M
44 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-7D +/-70 +/-70 +1.70 z W
46 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-68.6 In a-
48 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.8 +/-66.3 L alll ose0--"-S
9 50 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-66,6
52 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•7D +/-68.5
5 NOTES:
64 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5
rn 1)BUCK DIMENSIONS SHOWN.
56 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +1.70 +/-70
57 +/-70 +/•70 +/-70 +/•70 +/-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _
NEXT AVAILABLE SHORT OR LONG DIMENSION. - --
60 +/-70 +/-70 +1-70 +I-70 +/-70 +/-70
62 +/-70 +1-70 +1-70 +/-70 +/-70 MAX.O,C.9PACING IFANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET2); 6
THROUGHTHEFRAMEPERSHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4 FIND THE SMALLEST SQUARE WINDOWSIZE IN
64 +/-70 +/-70 +1-70 +1-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL '
66 +1-70 +1.7D +1-70 APPLIES TO B,C OR DANCHORS APPLIES TO F ANCHORS(SEE TABLE 2) (SEETABLE 3) WINDOW WILL COMPLETELY FIT WITHIN.
-
\I.
68 +/-70 +/-70
69.649 +/-70 A.LYNN MILLER,P.E.
P.E.rf 58705
TABLE 10:
Window Design Pressure,(+/-psf) Use this case
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 89 92 96 99 TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
32 +801-110 +801410 +801410 +B0/-110 +801-110 +0/-110 +801-110 +801-110 +801410 +60f-110 +801-110 +801-110 HORIZONTALLY AS SHOWN.
34 +801-110 +801-110 +80/-110 +801-110 +80/-010 +801-110 +801-110 +801410 +80/410 +80/-109.4 +80%108.3 +801-107.6 LONG PRODUCT REVISED
36 +80/-110 +801-110 +801.110 +80/-110 +80/-109.5 +801-108.6 +801-106.8 +8D/-106.5 +80/-105.5 +801-104.7 +801-103.6 +801-102.9 SIDE y¢complying with the Flaridn
38 +801-109.7 +80%108.9 +001-107.8 +801-106.8 +80/-105.5 +801-104.6 +801-102.7 +80/-102.4 +80% Acccpte101.4 +80/-100.6 +801-99.4 +80/-9B.7 �"'- LONG SIDE Ouil pta Cade
na
40 +801-106.3 +80/-105.5 +801-104.4 +801-103.3 +801-101.9 +801.101 +80/-99.1 +801-98.7 +801-97.7 +80/-96.8 +80/-95.7 +801-95 T- fhpimliun Date / A
42 +80/-103.3 +80%102.5 +80/-101.3 +801-100.2 +80/-98.8 +801-97.9 +8D/-95.8 +801-95.5 +80/-94.5 +801-93,5 +80/-92.4 +80/-90.7 SHORTSIDE
ay /
44 +80/-10D.7 +80/-99.a +801-98.6 +801-97.5 +80/-96 +801-95 +801-92.9 +80/-926 +801-91.5 +801-90.4 +80/-87.1 +801-84.7SHORT rniami do Product"
_I
46 +801-98.4 +80/-97.5 +801-96.2 +801-95 +80/-93.4 +801-92.5 +801-90.3 +801-89.9 +801-88.1 +801-85.5 +801-83.1 +80/-81.6
`>
48 +BOf-96.3 +801-95,4 +801-94.1 +80/-929 +801.91.2 +801•90.2 +801-BB +801-87.6 +801.84.6 +80/-82.6 +80/-80.2 +l-78.6
0 50 +801-94.6 +80/-93.6 +801-922 +80/-90.9 +801.89.2 +801-88.2 +8D/-85.4 +801-84.5 +801.82,4 +80/-80.2 +/-77.6 T N
Nm �- LONG SIDE52 +801-93 +8D/-92 +801-90.5 +801-89.2 +80/-87.4 +80/-86.4 +8D/-83.3 +80/-825 +801-80.2 +/-78 T-
54 +80151.7 +80/•90.6 +801-89.1 +801-87.7 +80/-85.8 +801.84,7 +8D/-81.3 +801-80.4 +/-78.1 -�
}I '
>
56 +801-90,6 +80/-89.4 +80/-87.8 +80/$6.4 +801-84.4 +801-83.2 +1-79.3 +/-78.5 SHORT
9� LONG
57 +801-90 +801-88.8 +80/-87.2 +80/-85.8 +801.83.4 +80/-82 +/-78.4 SIDE SIDE Y Q
60 +80f-87.2 +801-86 +801-84 +801-825 +801-80.1 +/-78.6 j '^ca
62 +801-84.6 +801-83.8 +80/-82.1 +80/-80.4 +/-78 MAX.O.C.SPACING IF ANCHORING MAX.O.G SPACING IF ANCHORING
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 ❑ Q
64 +801-829 +801-82 +80/-80.1 +/-78.4 gppLIE5T0 B,C OR D ANCHORS N n atop 0 N
66 +801-81.1 +80/-80.1 +/-78.3 (SEE TABLE 2) NOTAPPUCABLE --I SHORT I- O d' VN' 11x,7
68 +/-79.3 +/-78,4 GLASS TYPES 14 THROUGH -I I - J a'a
13.2" 17 MAY NOT BE USED WITH SIDE O-3 N oo e ❑
69.649 +/•77.7 J-CHANNEL OR INTEGRAL z LI- 1� !D ""'o'O
FIN FRAMES. U U X� o
TABLE 11: W- O!EcO .6
Window Design Pressure,(+/-psf) We this I-La mO
w �Ma
for Glass 1$
3116"T Cap-Airspace-7/16"A/A with SG Type: o z n�z°� '
Window Long Side(n) v a0 'LU LL
Dimensions 77,76 79 81 83 86 87 91 94 96 99 104 107 111 z O
36 +801-110 +80/-110 +801-110 1 +80'-110 +801-110 +801410 +80/-110 +BOl-110 +801-110 +801-110 +80/-110 +801-110 t801410
ALLOWABLE MAX.D.C.SPACING IF :
ANCHOR GROUPS ANCHORING THROUGH `a O W IoaVS
40 +801-110 +801-110 +801.110 +801-110 +801-110 +801.109.9 +801•108.5 +801-107.5 +80/-106.9 +801-106.1 +801-104.8 +801-104,1 +BO'-103.3 ® � 10
PER SHEET2 THE FRAME PER SHEET 3
+801.110 +80-109.8 +80/•108.8 +801.107.9 +801-10.7 +801-106.3 +0104.8 +80/103.8 +80/-102 +801-100.8 +8097.7 +80/-94 +8014.842 a Z U)
8,Co80 3.
Z
44 +801-107.3 +801-106.7 +801.105.7 +801-104.7 +80/-103.4 +801403 +BO1-101.4 +601.98.6 +80156,7 +801-941 +801.91.4 +80/-90.3 +801-89.2
48 +80/•102 +601-101.3 +801-100.3 +80159.2 +80157.3 +801-96.2 +801-926 +801-90.4 +80/-89.2 +801-87.3 +801-84.4 +80/-827 +a0/-80.6 a w X
C
50 +B01-99.8 +80159.1 +80'•98 +BD/-96.9 +80153.9 +80/•93.1 +80139.9 +80/-87.7 +801-86.2 +801-84.3 +801-81.1 +179.3 +/-77 F J
51 +801-98.8 +801-98 +80/-96.9 +BD/-95.8 I +801528 +801-92 +B01-88.7 +801-86.4 +80/-85 +801-828' +/-79.6 +177.7 +/-75.3 z zo R'
54 +60%96.1 +801-95.3 +801.94 +B0/-921 +80189.4 +601.88.5 +BO'-85.1 +801.827 '+801-81.1 +/-78.9 +/-75.3 +/-73.2 +/-7(1.6 j
U.1 a
c 66 +8D/54 +80153.2 +BDI-91.6 +801-90.1 +801-87.2 +801-86.3 +80'-828 +801-80.2 +/-78.6 +/-76.3 +/-72S +/-70.5 alll osa°cauag
a 58 +801-91.4 +80/50.6 +801-89 +801-87.5 +801415.1 +801-84,2 +B01-80.6 +178 +/-76.3 +/-73.8 +/-70,2
in
t 61 +80/-87.6 +801.87 +80/-85.3 +80/-83.6 +801-81.2 +801-80.5 +l-7I.3 +I-74.6 +/-728 +/-70.4
s 63 +801.85.5 +801-84.6 +801-828 +801-81.1 +/-78.8 +/-78 +/-74.8 +1-723 +1-70.6 NOTES:
°J 1)BUCK DIMENSIONS SHOWN.
64 +801-84.4 +801-83.5 +80/-81.7 +/-80 +1-77.5 +/-76.6 +/-73.6 +1-71.2
66 +801-822 +801-81.2 +1-79.4 +1-77.6 +1-75 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
66 +180 +/-79,1 +/-77.2 +/-75.4 +/-727 +1-71.9 ^ -
MA%.O.C.SPACINGIFANCHORING MA%.D.C.SPACING IF ANCHORING
70 +1-78 +1-71.1 +/-75 +1-73.2 +/-70.5 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), b
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN
72 +/-76 +/-75 +/-73 +/-71.1
APPLIES TO B,C ORD ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
74 +/74.1 +/-73 +/-71 (613137-88113 2) NOTAPPLICABLE WINDOW WILL COMPLETELY FIT WITHIN.
76 +/-722 +/-71,1 13.2" :.
77.76 +170.5 A.LYNN MILLER,P.E.
P.E.p 58705
1
TABLE 12:
Window Design Pressure,(+/-psO Use this table TABLE DIMENSIONS MAY BE
for Glass 16 ORIENTED VERTICALLY OR
118"TCap-Airspace-7116"WH with SG Type: HORIZONTALLY AS SHOWN.
Window Long SIda(n) LONG
Dimensions 60.926 64 66 68 70 74 77 80 84 1 87 1 92 97 99 SIDE
'✓— LONG SIDE
32 +801-110 +80%110 +80/-110 4801-110 +801-110 +80/-110 +80/-110 +80!-110 +801-110 4801-110 +80/-110 +801-110 +801-110i�
34 +801.110 +801-110 +80/-110 +801-110 +80)-110 +BO/-110 +801-110 +801-110 +80%110 +80/-110 +80%110 +80/-110 +801-110 T- PRODUCTRFVISE.D
SHORT as complying with do Florida
36 +801-110 +801-110 +80/-110 +80/-110 +801-110 +B01-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 SIDE DeildingCode
3a +801-110 +8D1-110 +60/-110 +801.110 +801-110 +B0/-110 +a0/-110 +80/-110 +801-110 +801-110 +801-110 +801-110Aaoptmec No i -O(a'Zcl.1Z
y SHORT I— Expfra Date 20
40 +801-110 +801-110 +801-110 +BDI-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 J— SIDE
42 +801-110 +801-110 +801-110 +80/-110 1 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 By
lyi(pminde Prodntr
uct Ceo!
44 +801-110 4801-1.10 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801.110 +801.11D
v
rn 46 +801-110 +801-110 +80%110 +80/-110 +801-110 +801-110 +801-110 +801-110 LONG SIDE �I
o 48 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 T— N
to 50 +801-110 +801-110 +80%110 +80/-110 +801-110 +801-110 SHORT >
SIDE LONG
62 +801-110 +801-110 +80%110 +801-110 +801-110 MAX,O.C.SPACING IF ANCHORING MAX.0.G SPACING IF ANCHORING SIDE n
54 +801-110 +801-110 +80/-110 1 +60/-110
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4
56 +801-110 +801-110 +801-110 APPUFS TO B,CHORS
(SEE TABBLE LE2)2) NOTAPPUCABLE Y Q
68 +80/410 +801-110 lyg� GLASS TYPES 14 THROUGH jU.] '^aa
60.925 +801-1101 17 _
MAY NOT USED WITH _ I SHORT 0
J-CHANNEL ORR INTEGRAL —'l SIDE O O
FIN FRAMES. •7 eloa p o
TABLE 13: 0 N C
Window Design Pressure,(+/-pst) Dir brass wal17 Z LL N 25 ego
3116"TCap-Airspace-7116"H1H With SG Type: _LL
x
Window Long Side(In) U U X n
Dimensions 77,76 79 8183 86 87 91 94 96 99 104 107 111 118 120 125 136 144 FW—LU m p `t.6 5ma
36 +801-110 +80/-110 +80/-110 +801-110 +80/410 +B0/-110 +80/-110 +801-110 +801-110 +a0/-11D +801-110 +801-110 +80/-110 +80%110 +801-110 +801-110 +801-110 +801-110 t> ci W
40 +801-110 +80/-110 +80/-110 +801-110 +80/410 +80/-110 +80/-110 +80/410 +801.110 +801.110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801.110 +801-110 Z d Z
Q 0
42 +801-110 +801.110 +80/-110 +801-110 +801-110 +801-110 +8D/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-1 W
10 +801-110 O LU O
44 +80/-110 +801-110 +801-110 +801-110 +801.110 +B01-110 +801.110 +80/410 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-11D +801.110 +801-110 +801-110 H
48 +80/410 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110- +801-110 +80/-110 +801-110 +80/-110 +80/410 +801-110 '$ O W taavS
of
50 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801.110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 ® m Z
51 +80/-110 +80/-110 +80/-110 +B(/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801410 +BCI-110 +80%110 +80/-110 +80/-110 = 3: co Z
54 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +Bo/-110 +80/-110 +BOI-110 +80/-110 +801-110Q W � al"s
66 +80/-110 +801.110 +80/-110 +80/-110 +801410 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 0 X 0- o
Be +801-110 +801-110 +80/-110 +801-110 +801410 +801-110 +80%110 +801-110 +8D%110 +801-110 +801-110 UL Z CD N
rn
c 61 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80%110 +801-110 +80/-110 +80/-110 w Z W
U
ti 63 +801-110 +80/-110 +80/-110 +BDI-110 +80/-110 +801-tio +801-110 +80/-110 +80/-110 j p (-
64 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 8111 �sao sa��aS
65 +80/-110 +80/-110 +801-110 +BCI-110 +801-110 +80/-110 +80/-110 -
68 +80/-110 +801-110 +801-110 +801-110 +801.110 +801-110
70 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 'T` •':.<•,-. "=
72 +80/-110 +801.110 +80/-110 +80(-110
I
74 +801-110 +80/-110 +80/-110
76 +80/-110 +80%110
77.76 +80/-110
NOTES:
1)BUCK DIMENSIONS SHOWN.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E.
P.E.#58705
f
3.500" 3.600' 3.500" 3.500"
1 1.376• ,062• --�� .062• .062' —►I� .062"
.355'
dl d d d
5 .060"
O ANCHOR COVEIR 1.483" 1.483"
rEn
1.483" 1.483"
1117
�-CHANNEL FRAME 825" FLANGE FRAME INTEGRAL FIN FRAME EQUAL LEG/BOK FRAME
T 1.375"
0718 t ALUMINUM
SILICONE HOT-MELTBUM REINFORCEMENT POLYISO- DESICCANT FILL AREA
.664" STRUCTURAL BUTYLENE
o�r ,175• SILICONE SEAL 5116"NOM.
II---+L STRUCTURAL 3116"NOM. 5/16"NOM.
POLYISOBUMEN 1/4'NOM. FOAM BUM& SILICONE SEAL
WfiN ROLL-FORMED
WITH DESICCANT DESICCANT
DESICCANT FOAM STAINLESS STEEL
O1"BEAD EXT.GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
INT.GLASS INT.GLASS INT.GLASS INT.GLASS
MITERED
CORNERS WITH KODISPACE SUPER DURASEAL@ XL EDGE rm
INTERIOR EXTERIOR 30 4SG TPS 61 SPACERD NXT'"" 62 SPACER SPACER
I
WELDS
TABLE 14:
# Part# Description Material
1 620117 J-channel Frame PVC
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC PRODUCT REVISED
ns complying with the Floaida
6 5 620133 Anchor Cover PVC Builamgco& /f
6 720136 Glazing Bead P
FRAME C
Aacepinncallo Ifo OC�La.�2
718" V ;,n Dare 2020
ASSEMBLY DETAILS 7 7 720135 1"Glazing Bead PVC Dy
74 Backbedding,GE 7700 or Dow 791 Silicone Mimn Dada Prtl8uC1
78 71646N ISetting Block(718"x 1"x 1/8"),85+/-5 duro. EPDM
1
EXTERIOR `��`\�,ONY
No.58705
SOME PARTS NOT srlowN FOR =VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 =_-D �aC *
Part# Description Material CLARITY.
2)XCHANNEL FRAME SHOWN,PART o'•
80 Kommeriing 4SG TPS Spacer System #1.OTHER FRAME TYPES APPLY. o BOM&ASSEMBLY w J ROSOWSKI ��,0 �
�. sT D /
See this 3)ITEMS#8-73,75-77&79 ARE NOT ® :�`ss•:c�ORIDP,.•'G��`
81 Quanex Super Spacer nXT with Hot Melt Butyl Sheet for USED AND ARE NOT PART OF THIS JR- N
l05/05/16-ADDED SPACERS �., /
82 Quanex Duraseal Spacer APPROVAL. CERT.OFAUTH.#29296 N �1,�� 1111 �
APPROVAL.
4)ROYAL PVC TO BE LABELED FOR 1070 TECHNOLOGY DRIVE
83 Cardinal)Q.Edge Spacer HAMA EXTRUDER CODE. N.VENICE,FL 34275 m v
REFERENCE TEST REPORTS:FTL-8717,8968&8970 (941)-480-1600 PW-5520 „� NTS , 11 OF 11 o z MD-5520.0 .i A A.LYNN MILLER,P.E.
P.E.#58705