HomeMy WebLinkAboutProduct Approval (2) MIAMQADE MIAMI-DADE COUNTY
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 (NOA) www.minmidRde.gov/economy
PGT Industries,Inc.
1070 Technology DriveFI01% V
LE
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. -RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
1 DESCRIPTION:Series'PW-5520 Vinyl'PVC Fixed Window--L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed.=Window NOA (LM&SM)",
sheets 1 through 11 of 11, dated 09/09/14,prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami Dade County Product Control Section Approval stamp with the Notice of
Acceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the mamtfacturees 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 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.14-0930.25
MIAMFD®LINTY Ale�j� Expiration Date: April 30,2020
Approval Date: April 30,2015
Page 1
9
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per 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.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5'h
Edition(2014),dated 09/18/14 and 04/07/15,prepared by manufacturer,signed and
sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER).
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 04/1113,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.
anuel a ez,P.E.
Product Contr E aminer
NOA No. -0930.25
Expiration Date: April 30,2020
Approval Date: April 30,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS(coNTuwED)
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 04116/15,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.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC-2010 and FBC-511 Edition
(2014),dated September 27,2014, issued by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated September 27,2014,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.
G. OTHERS
1. None.
ManuelP.E.
Product Contr 1 aminer
NOA No. 4-0930.25
Expiration Date: April 30,2020
Approval Date: Apri[30,2015
E-2
GENERAL NOTES:SERIES 5520 IMPACT RATING I 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 MAX.BUCK WIDTH SEE TABLES 4.13 MAX.BUCK WIDTH SEE TABLES 49
HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) 1 25'MAX
III��� MAX.O.C.SEE W MAX D,SEE MAX.O.C.SEE TABLES 4.9
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B.SEE E _ I �— TABLES 413 SHEET 4 C 4pprovcd en complyI2RWIIA ft
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET3 I 777--- Plorl" QIdIgC
LITE(CAP)MUST TEMPERED.
OQm CJ-
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE VISIBLE ROAN
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOft VISIBLE LIGHT WIDTH Mlnmll o e Ptadu
X.BUCK
EVALUATIONS WERE SOUTHERN PINE.ASTM COO CONCRETE MASONRY UNITS AND 1 LIGHT WIDTH MAGHT,SE By t
CONCRETE WITH MIN.KSI PER ANCHOR TYPE. _ HEIGHT,SEE
(� TABLES 4.13OR
.�, -��--- ------ -�
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X yI (LONG ID ,L ^
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO I / VI6IBLE i SHORT SIDE) ■ I / VISIBLE a
SUBSTRATE,WOOD BUCKS DEPICTED A9 2X ARE 1-1/2'THICK OR GREATER.IXAND 2X 1
C
BUCKS(WHEN USED)SHALL BE DESIGNED To PROPERLY TRANSFER LOADS TO THE A i / LIGHT A,SEE I LIGHT C.SEE w
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE HEIGHT SHEET 3 HEIGHT SHEET 4
ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). I / I / , —
MAXHT,SE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR HEIGHT,SEE
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I I, TABLES R
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING MAX.O.C. (LONG D y
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES I MAX.O.C. I SHORT BIDE) /n -n°a
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4.133SEE J It
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT } TABLES Quo 0 0
ES
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED I (7 t criaNf a Ln
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST S.MAX �. D�- 1.26'MAX. —+y _j ' a
LOADS IMPOSED ON THEM BY THE WINDOW. Z(i N LL
TYP.EQUAL-LEG/BOX a TYP.INTEGRAL FIN 8 J CHANNEL _ Qw as
7)DESIGN PRESSURES: FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) U U X
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME (ANCHORED THROUGH NAIL FIN) W— 02 •oN
ANALYSIS AND GLASS PER ASTM E1300. r 1'25'MAX F-W pp O , Oreo
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE iL >
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 6'MAX. --� O O O
Z a Z .� Q Q LL
O
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE ` 6' �• MAX. Z >
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113% l/\
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 O.C.
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX'O.C. I MAX.O.G.SEE r SEE W
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET SEE TABLES TABLES 4.9 + 4.TABLES
® S 00 ta°yg
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 13 IT-- 4.9 Z W I!)
\. MAX.O.C. ~
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER SEE TABLES / Z mlQag
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / VISIBLE 4.13 VISIBLE Q X OJ G
JURISDICTION. LIGHT / LIGHT
HEIGHT �
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NON,ELCO CRETEFLEX HEIGHT MAX.BUCK Z
NON ELCO AGGREGATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& / - MAX,BUCK / HEIGHT,SEE O Z W
BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN HEIGHT,SEE TABLES R
SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN TABLES 4.8 (LANG OR mnn -as°a sQums
MANUAL (LONG OR VISIBLE SHORT SIDE)
VISIBLE SHORT SIDE) LIGHT WIDTH �`oNY LYNN ./1////"
11)PVB AND SG INTERLAYERS MANUFACTURED BY E.I.DUPONT DENEMOURS 8 CO.,INC. LIGHT WIDTH
AKA KURARAY AMERICA,INC. A��.•'_,%CENSE' /�
W MAX. I II � Q
GENERAL NOTES.........................I - �-- MAX.O.C.SEE TABLES 4-8 1'— 1.25'MAX. *;• No.58705 '
ELEVATIONS......................._........1 T L •--� W MAX. 1.25' _
MAX,O.C.
FRAME,GLASS 8 ANCHOR MAX.MAXVISIBLE LIGHT FORMULAS SEE TABLES 413 MAX.BUCK WIDTH SEE TABLES 4-9 •6
OPTIONS................_......._..2 "- W
cc
INSTALLATION,FUWGE& WIDTH:BUCK WIDTH-4.3/16' MAX.BUCKWIDTHSEETABLES 4-13 (SHORT OR LONG SIDE) �� J.' kEQUALLEO...................... 3 HEIGHT:BUCK HEIGHT-4.3116' (SHORTORLONGSIDE QTA ((/�
TYP.INTEGRAL FIN&
INSTALLATION,INTEGRAL rim '��` '•.F<OR •' \?�
J•CHANNEL.........._.............4 TYP.EQUAL-LEG/BOX& J-CHANNEL FRAME(CURVED OR . S '-•••••.•...
FL
GLAZING DETAILS.......................5 ANGE FRAME(CURVED ANGLED CORNERS)
DESIGN PRESSURES...................6.10 OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN)
BOM&ASSEMBLY......................11 A LYNN MILLER,P.E.
REM 58705
TABLE 1:
aloes
oDescription Tale WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW.
Type
7 71W Laminated I.G.:1/8'A Exterior Cap+711W Air space+6118"Laminated;(2)Llles of 1/8'A Glass with.090"PVB Interlayer 4 .A.=ANNEALED L�
8 718"Laminated LG.:118"T Exterior Cap+7116'Air apace+5116'Latnlnatad,(2)Utes of 118"A Glass with.090"PVB Intedayer 5 •M=HEAT STRENGTHENED
9 718"laminated I.G.:3118"A Exterior Cap+318'Air Space+5118•Laminated;(2)Utes of 1/8"A Glass with.090'PVB Interlayer 8 'r=TEMPERED U
10 7/8"Laminated I.G.;3116"T Exterior Ca +31W Air Space+5116'Laminated; 2 Utes of 1/6"A Glass With•090"PVB Intedayer 6 "SW '680'PVT INTERLAYER
P Pa () Y Y "BG'_INT"ERLAYE YGLAS BOX OR
Q EQUAL Q
11 11 Laminated LG.:1/6 T Exterior Cap+7116 Air Space+7116 Laminated;(2)Lues of 3ti6 A Glass with.090"PYB Interlayer 7 LEG
12 1'Laminated I.G.:MW A Exterior Cap+3/8"Air Space+7116'Laminated;(2)Utes of 3118"A Glass With.090'PVB Intedayer 8 FLANGE
13 1'Laminated I.G.;3116'T Exterior Cap+318'Air Space+7116'Laminated;(2)Utea of 3118"A Glass with•090"PVB Interlayer 9
14 1"Laminated I.G.:3M6 A Exterior Cap+3/8"Air Space+7116'Laminated;(2)Utes of 3116"A Glass With.090"SG Interlayer 10
15 11 Laminated LG.:3116'T Exterior Cap+318'Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.090'SG Interlayer 11 GLASS TYPES 14 THROUGH
16 1"Laminated I.G.:118'T Exterior Cap+7116"Air Space+7116"Laminated;(2)Liles of 3/18"H Glass With.090"SG Intedayer 12 17 MAY NOT BE USED WITH
17 1'Laminated I.G.:3MV T Extedor Cap+318'Air Space+7116'Laminated;(2)Lftes of 3/i6•H Glass with,090`SG tntertayer 13 i FIN FRAMES.N R IN
TABLE 2:ANCHORS INSTALLEDTHROUGH FRAME 'MIN.OF 3THREADS M►n.Edge Min. �TE
Group Anchor Substrata BEYOND THE METAL
Distance Embedment' SUBSTRATE.FOR
P.T.Southern Fine(80=03Y) 1 STEEL STUDS,MIN
#10 SMSFU-45 KSI. J-CHANNEL INT Steel,A38' 318" 0.050" INTEGRAL
r�
(steal' Steel Stud,A653 Gr.33• 318" 0.0451'(18 Ga.) 'UNGROUTED CMU'
FIN
or 4100 S.S.S.)S.S. VALUES MAY BE
A AIUIaInUm,6083-T5` 31w 0.w USED FOR GROUTED
P.T.Southam Pine(SG=0.55) 7/16" 1.318" CMU APPLICATIONS. U o
3116'steel Ultramm Concrete(min.2.85 ksl) 1` 1-318'
Urwouted CMU.(ASTM C 90 2-112" 1-1/4"
#12 SMS P.T.Southern Pine(SG=0.55) 5116" 1-318'
B (steel,18.8 S.S. Steel, 316", 0.050"
Steel Stud,A853 Gr.33. 310"! 0.0451'(18 Ga.)
4r 410 S.S. ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INA BLOCK(SEE EXAMPLES
Atumtnum,6053-T5 318" 0.083 BELOW).AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURETABLES 4.13,SHEETS 6.10.
Concrete(min.2.85 kal) 1" 1.314"
114'steel Uitracon LONG LONG LONG SHORT
C ungroute CMU,(ASTM C80) 2-112" 1-114' )�'-- SIDE"-'-"( («---SIDE-------►( �----SIDE- SIDE h"-
114"steal Crateltex Concrete(min.3.35 ksl} t" 1.314" r - -- T. ----{ r-
114"steel Ultracon P.T.Southern Pine(563=0.55) 1" 1318' . 12 1 { �w
Ungrouted CMU,(ASTM C-90) 2-112" 1-114" 021 (a as
1/4'steal CreleAex P.T.Southern Pine(SG=0.55) 1" 1318' N11
0 114"steel P.T.southern Pine(SG=0.65) 1" 1.318' L L ipPmvcdsrtompiduaeltht'1rF
A re-Gator Grouted CMU, ASTM C-90 2" 2" LONG LONG LONG LONG LONG to
( ) t"' SIDE "`i I-'- SIDE ""'( t"•- SIDE -►i 1"� SIDE --i t'�- SIDE -•.I z Fioddn nlding-ed
114'steel Ullracon Concrete(min.2.85 k9l) 2-112' 1-3/4' T r - -- f - - r --- 7 r- - T r -1 Hp� r
114'steel CteteAex Concrete min.3.35 Kai 21 ' 1-314" ( T i I
1 { I W in I de Pres
114"steel Aggro Gator Concrete(min.3.276 Kai) 1-1121 13/8• ai
01 �{ /i I � N H py
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL.FIN 'P 1 -j 1 L ,J
Group Anchor substrate Min,Edge Min.Distance Embedment ��,pNY LYNNfl
E '2.112'x.131'Common Nall P.T.Southern Pine(BG-.55) We 2-7116' ��•'4tOEN8Lc''•�Fj1
2-117 Ring-shark RooArp Nell P.T.Southam Pine('SG=.65) 3/B• 27/18'
P.T.Southern Pine(80=.65) 112' 1-318" S No.58705 * r
#10 Tnsehaecl SMSI VINYL FIXED WINDOW NOA(LM&SM) g 918114
(steel,Shea S.S. Aluminum,60B3-T5' 318' 0-.050' _
Steel Stud,Gr.33 318' 0.0451"(18Go.) GLASS/ANCHORS/FRAME OPTIONS a J ROSOWSK► IY�
9r 410 S.S.) o 5;:41
:o ..
F Steel,A38" 318' 0,050' s• .- 4 .." ST OF <f/
P.T.Southern Pine(SG-, 9/16' 1318' "MIN.OF 3THREADS rc x : fitOR1DA•
#12 SMS Sleet um,Stud,Gr. BEYONDCERT.OF AUTH:#29298 i� tS
(steel,188 S.S. 308' 6.083 SUBSTRATE.
THE METAL 1070 TECHNOLOGY DRIVE L „s �'9/0NAi.
318' 0.050' SUBSTRATE.FOR m ao +ItIIIIIIt�
or 414 S.S.) STEEL STUDS,MIN N.VENICE FL 34275
Steel,A38• 318' 0,050' Pu=45 KSI• (941)-400-1600 PW-5520 NTS 2 C)F 11 o z° MD-5520.0 x x A.LYNN M b8 ER,P.E.
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 CONCRETEICMU. BUCKSTRIP INTO CONCRETE[CMU.
SEE NOTE 2,THIS SHEET.
OPTION 1 EMBEDMENT EMBEDMENT
ANCHORED THROUGH _ 1/4'MAX
FRAME INTO 2XWOOD —I— EDGE DISTANCE SHIM 1!0.'MAX.
4 SHIM
FRAME OR BUCKSTRIP. 2 I '
SEE NOTE 2,THIS SHEET. EDGE I--� EDGE
Q EMBEDMENT DISTANCE u 6 Q DISTANCE
FLANGE
FRAME
SHOWN
❑ 1'THICK I.G. TYP.ANCHOR TYPE,
--l1/4'MAX EMBEOMENTANDEOGE �Q EMBEDMENT AND
EDGE DISTANCE PER
2 SHIM DISTANCE PER SUBSTRATE,SEE
TYP.ANCHORTYPE, SUBSTRATE,
EMBEDMENTAND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2.
•
g EDGE DISTANCE PER
a SUBSTRATE,SEE
5 TABLE 2,SHEET 2 718'THICK I.G. �0
FLANGE EXTERIOR f VISIBLE LIGHT WIDTH 7
FRAME EQUAL-
SHOWN LEGISOX
FRAME
FRAME
NOTES: BUCK WIDTH
718•THICK I.G. 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.
DAOE 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 IW MAX
BUCK VISIBLE 1-112'THICK ARE TO BE CONSIDERED 1X
HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF SHIM 1110ORA12STEEL 1/4'MAX.SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(G5),SEE
BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR TABLE 2,SHEET 2.
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE
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 ORHEIGHT(ALSO REFERRED �� �Q
TO AS DAYLIGHT OPENING)G)IS MEASURED FROM
1'THICKI.O. BEADIN070SEAOING. FLANGE EQUAL
LEG180X +pproved nn�cm0p1yln0 e110 rrA
FRAME :flOrl, ulJlnO 0J
SHOWN FRAME V010
TYP.ANCHORTYPE,' �p EXTERIOR SHOWN p TI a eFmdad
EXTERIOR EMBEDMENTAND _
4 O EDGE DISTANCE PER 0y
SUBSTRATE,SEE INSTALLATION INSTALLATION
EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4
LEGIBOX ANCHOREDTHROUGH ANCHOREDTHROUGH ��`\\ LYNN
FRAME r1/4'MAX.SHIM - FRAME INTO METAL FRAME INTO METAL or- se
.....
SHOWN C3
—i1 * N0.58705
ti VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 _
EMBEDMENT
• ` VISIBLE LIGHT FORMULAS o FLANGE&EQUAL-LEG/BOX FRAMES om J ROSOWSKI ';�� 3�S
n. O• sf Ta <U:
INSTALLATION WIDTH:BUCK WIDTH-43/1s• ® %'��'•�toR1oP.•'G�?;
OPTION2 HEIGHT:BUCKHEIGT-4-3/18' CERT.OFAUTH.N29298 x �i�S
ANCHOREDTHROUGH EDGE DISTANCE n �� �i/s/ONA(-�'?`�`
FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE
CONCRETE/CMU. VERTICAL SECTION B-B N.VENICE,FL 34275 o
(941)-480-1800 N PW-5520 M NTS N 3 OF 11 o z MD-5520.0 z° A.L p E.N 8705 P E
71W NO 71W NO71W N718'NOM.
5/18 AIA PVB 5/16"A/A PVB 5/16"AlA PVB I I 5/16"AIA PVB
7/16"AIR SPACE 7116"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE Approved no comphle0w1114ffi,
1/8"A GLASS 1/8"T GLASS 3/18"A GLASS 3118"T GLASS Florida.uldlnll c
Uot° 5
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 1VDAN
ml Dade praluc C
DURASEAL, DURASEAL, DURASEAL, DURASEAL, Btt
SUPERSPACER SUPERSPACERJ[[� SUPERSPACER SUPERSPACER
OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10
a
H
n
1'IN � � 1'NOM. -�I � 1IN m. � � 1' s,NOM. -►I
7/16"A/A PVB 7/16"A/A PVB 7116"AIA PVB 7116"A/A SG �—D• rn
Q rn 0 o
7/18"AIR SPACE 3!6"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE }n � rg0 O o
1/8"T GLASS--\ 3116"A GLASS il,,. 3116"T GLASS 3/16"A GLASS p W)
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR O LL N J p S O
z LL t0 °1NO10
DURASEAL, DURASEAL, DURASEAL, DURASEAL, U U_ X N d
SUPERSPACER SUPERSPACER SUPERSPACER ILISUPERSPACER Z m O `T atl 0410
OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER o Y g
a
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z z° ¢ a
z O
N
m O Na4S
1'NOM. -+{ 1'NOM. -+{ 1"N ® � a z
I I Q LLl Z
Q w Q at0°S
7/16"A/A SG 7116"H/H SG 7/16"H/HSG--____1% EXTERIOR O LL C7
LL z_
3/8"AIRSPACE 7/16"AIR SPACE 3/8"AIR SPACE 1n•NOM.GLASS w 2
3/16"T GLASS 1/8"T GLASS 3/10"T GLASS--\ BITE TYP. D
76 OR 78 OR 77 > C7
aEXTERIOR a EXTERIOR a EXTERIOR 7 74 WI •asap sauag
DURASEAL, DURASEAL, DURASEAL, �O �.�`0 (LYNN 41j�i,
SUPERSPACER SUPERSPACER SUPERSPACER ��� ���0'`�CENS•
OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 _ N0.58705
or-3171o •. �O•�• STA EOf�� ••���'
GLAZING NOTES: GLASS TYPES 14ROUGH
TH 'n p
'A'=ANNEALED
'H'=HEAT STRENGTHENEDIIJ
�(� '••,<ORIOA.•'' \��
17 MAY NOT BE USED WITH ...
T=TEMPERED . •CHANNELORINTEGRAL TYP.GLAZING DETAIL
•PVB'_.080'PVB FIN FRAMES
'SG'=.080"SENTRYGLA5 _ A.LYNN MILLER,P.E.
P.E.A 68705
TABLE 4:
Window Design Pressure,(+I-psi) use IhisLeNe
for Glass 7
1180 A Cap-Airspace-5116"AIA with PVB Type;
Window Long Side(in) TABLE DIMENSIONS MAY BE
Dimensions 51.06 1 64 56 68 62 64 66 72 76 80 1 84 87 ILLY OR
18 +1.50 +/•50 060 +850 +/S0 HOWN+ .
20 +1.50 +1.50 +150 +/-50 +1.60 +/-50 +1.60 +/-50 +1-50 +J-60 +1.50 +/-60 LONG A ,rovcdnvmroplylagrAtbtlp
22 +/-50 +1-50 +1-50 +/-50 +1.50 +150 +1.60 +1-50 +150 +J-50 +150 +1.50 Hr LONGSIDE SIDE flarids sldin
24 +1.50 4150 +150 +1-50 +1.50 +150 +1.60 +W +1.50 +1.50 +/-60 +1.60 Onls
�` Nvaa
26 +150 +1.50 +150 +1-60 +r-5D +850 +/$0 +1.50 +1.60 +150 +/50 +150 MIsm1 sdc Prods Inl
SHORT
28 +/-50 +/-SD +150 +/-60 +150 +/-60 t1•60 +/-60 +/-60 +!•60 +1-50 M-60 SIDE By
30 +1.60 +1.50 +150 +860 +1.50 t860 +150 +1.50 +1-50 +1-50 +/-60 y ( SHORT
32 +/•50 +/50 +1.50 +1.50 +/-50 +/-60 +1.50 +1.50 •11.50 1 +/-60 SIDE
05 34 +150 +/•50 +1.50 +1.50 +1.60 +150 +1-60 41.50 +8-6D u
36 +/SD +/-50 +1-60 41.60 +850 +1-50 +1-SO +1.50 a ..
�+- LONG SIDE - a
39 +150 +850 +/50 +150 +1.50 +/•50 4150 T--
40 +1.50 4/-50 +/50 +/•50 +/-50 +/-50 +�
MAX. .C.SPACING IF ANCHORING MAXCSPACINGIFANCHORING SHORT
42 +1-50 +1.50 +850 o:
+t-50 +1-60 SIDE f� LONO
44 +/-5D +/•50 +150 +/•60 THROUGHTHE FRAMEPER SHEETS&,4 THROUGHTFiE INTEGRAL FIN PER SHEE74 SIDE
46 +/•50 +/•50 +)50 APP UESTOA,B,COR,ANCHORS APPUESTO7ABE3NCHORS 1
(SEETABLE2 naN
48 +1.50 +/-50
51.05 +1.50 4° ) N a aI0o0 0 c
11
SHORT 4 c
SIDE Z °awes
=ltl r
TABLE 6: W(� X
Window Design Pressure,(+/-psi) Use fttable 1-- m o avo
61
118"TCap-Airspace-5/16"A/A with PVB for IPL, e o D°.z
Window Long Side Qn) `J 4 W W
Dimensions 64.928 84 66 68 70 74 77 64 84 87 92 97 99 z J 0
32 +150 +/-60 +1.80 +850 +/50 +/-5D 41.50 +150 +/-50 +860 +/50 +150 41.50 'S
O W Ir9LIS
34 4154 +/-5o t150 +BSD +154 t1-60 41.60_ +150 +1.50 4150 +1•50 +157.3 tt-46.7 G � p �
36 +150 +1-5D +1.50 +150 +/50 +/-50 +/50 +/•60 +1.50 4150 +/•47.6 +1.45.4 +1.44.6 Z p v)
38 +150 +/50 +/-50 1150 +150 +1.60 +1.50 +150 +/-60 +1-x9.1 +1.46.1 +/43.9 Q W
40 +1.50 +1-5D +1-50 +850 +150 +1.50 +850 +150 +1-54 +848.2 41.45.5
a
xx +lSo +/-60 +hSO t/So +/So +/-so +leo +/So +/.as.e +/-47.a � LL z N
® 44 +150 +1-50 +/-60 41.30 +150 +/-50 +1.50 +150 +148.9 t?
48 4150 +8501 +1.50 +1.50 +150 +1-50 +1.50 +149.9 W a
p 48 +/50 +1•50 +/•60 +1.60 +/5D +/-50 +/-50 s •s°sauag
s7S 60 +150 +/-60 +1.60 +/-60 +/50 +1-50 _
62 +/50 +1-50 +1.50 +1^60 +150 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING \\\1111 III11j
54 4150 +/•60 if•6D +1.50 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 NOTES: `���`�4�1Y LYNty,�� ,��
APPUESTOA,e,COROANCHORS APPLIES TO EOR F ANCHORS 1)BUCK DIMENSIONS SHOWN. �` ��;'•y\CENs % ri,
6B +150 41-50 +1.60 (SEETABLE2) (SEETABLE3) 4;
58 +150 4150 15° 35'FOR EANCHORS,4°FORFAHCNORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE * No.59705
60.926 +/50 NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),-
FIND THE SMALLEST SQUARE WINDOW SIZE IN 1 =
THE TABLE($)ABOVE WHICH THE ARCHITECTURAL 4F
WINDOW WILL COMPLETELY FIT WITHIN. s'•:a,<ORIDP,.•'�`��`
tS
NAL
A.LYNN MILLER,P.E.
REN 58705
TABLE Q
Window Design pressure,(+l-psQ Use this table
3/116"A Ca -Airspace-51116"A`/IA with PVB Na Glass 9&10
3116"TCe -At acs-5116"A/ wi{hPVB Types:
Wndow Long Side(in) TABLE TED VE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
13hu mlons 60.826 64 a8 68 70 74 77 60 84 87 92 87 so HORIZONTALLY AS SHOWN.
32 +1.60 +/•60 +1.60 +/-50 +/-50 +1.60 +1.60 +1.50 +1.60 41.60 +/-50 +1-60 +1.60 LONG APProredascomplying wHh6t<
34 +1.60 +1.60 +ISO +/-60 +1.60 +/-60 +1.60 +/•50 +1.60 +/-60 +/-50 +/-6D +1.60SIDE Florida tdingcd
[-- LONGSIDE Date • op Fj
36 +/-6D 460 +/•60 +1-50 +1-50 +1.50' +1.60 +1-50 +1.50 4/-60 +1-60 +/-60 4/-60 ;-- /� NORM
38 +/-60 +1-w +1.60 +1.50 +1-50 +1-w +/-60 +/-50 +/-60 +/-50 +/-50 41.50 Miami l udePeafad
40 +/a +/•!110 +1-50 41.50 +/-W +/-5D +/-60 +1-60 +R50 +1.50 +/-50 sSIDEHOR 1__ AY
SIDE
E 42 +1.60 +1-5D +/-50 +1.50 _ +J-50 +1-50 +1.60 +/-50 +1.50 +1.50 SHORT
44 +/-60 +/-60 +1.60 +1.50 +1.50. +/-60 +1.60 +/•50 +/-SO t- SIDE
in 46 410 +1.60 +/•60 +1.60 +/-60 +1-w +1.60 +/-50 >
48 +150 +1.50 +1--50 +1-60 +1-50 +1-w +1.60 N
�+- LONG SIDE
.60 +1.
cc 60 +160 +1.50 +1.60 +!•50 +/-50 n
62 +1.50 +/-5D +1.50 +/-50 +/-50 MWt.O.C.SPACItiG1FAHCHORING MAX,D.C,SPACINGIFANCHORiNG }
THROUGHTH6 FRAME PER SHEETS 3 a4 THROUG4.EINTEGRALFINPERSHEET4 SHORT �/ a
54 +/•60 +l-60 +!•50 +1.50 APPUESTOA,%CORDANCHORS APPLIESTO EOR F ANCHORS SIDE LONG
66 +1.60 +1.50 +/•50 SIDE
58 +1.60 +/ (SEETABLE 2) {SEE TABLE 3} Y
60.('18 +1.60 15" 3.5"FOR EANCHOR5,4"FORFANCHORS � Q O "'S
O)
0
SHORT
C7 61
�
TABLE 7. SIDE 00 5 6
Window Design Pressure,(+I.p9f) Us Itistable =111 r l+ om
1/6"TCap-Airspace-7116"A/A with PVB for� 1111 0 Z xx�- o ,U
Window Long Side on} lt! Y w 1,
Dlmenelon5 60.928 e4 66 69 70 74 77 60 84 87 92 97 89 Z 0.Z �
32 +1.70 +1-70 +/•70 4/--70 +/•70 +1.70 0--70 +1-70 +1-70 1 +1.70 +1-70 +170 +/-70
34 +J-70 +1-70 +/-70 +/-70 +170 +/-70 t/-70 +170 +1-70 +1.70 +1-70 +J-70 +1-70 2
n
38 +/-70 +/-70 +/-70 +/70 +1-70 +1.70 +1.70 +1.70 400 +1.70 +I-70 +170 +/-70 `'+ F
38 +1-70 +f +/•70 +7.70 +170 +170 +1.70 +170 +1-70 +1-70 +1-70 +170 ® Q toeyg
Z
40 +llo +1-70 +aro +1.70 +/lo +/•70 +/•70 +fao +/-ro +1a0 +1-70 � 3
w
42 +170 +/-70 +/-70 +/•70 070 +00 +/-70 +/-70 +/-70 +1.70 W Z
44 41.70 +1.70 +1-70 +1-70 W-70 +/-70 +1.70 +1-70 +170 DxI d °'O'S
vt 46 41-70 +/-70 +/-70 +1.70 +1-70 41.70 4/•70 +1.70 li Z
T; 48 +1.70 +/-70 +/-70 +/•70 +/-70 +1•70 +/-70
FA w
60 +170 +1-70 +1-70 +1-70 +170 41-70 5 �W
82 +/•70 +/-70 +/•70 +/•70 +/•70 MAXOC.SPAQNGIF ANCHORING tWOL.0.C.5PAONGIFANCHONNG 61-171 ^asap s°u°g
64 +1.70 +1.70 +1-70 +1.70 7NROLIGHTefEFRAMEPERSHEETS3&4 THROUGHTHEUITEGRALFINPERSH£E174
66 +170 +170 +1.70 APPUESTOB,CORDANCHORS APPLIES TO F ANCHORS `\t,ti /I1//
68 +1.70 +/-70 (S£ETABLE2) (SEETABLE3) NOTES: ' ,��ONY•LYNN `,,��'
60.926 +1.70 1S'S" 4" i}BUCK DIMENSIONS SHOWN. VICENgF•,.F�
2}FOR SIZES NOT SHOWN,ROUND UP TO THE
No.58705 x
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3}FOR ARCHITECTURAL WINDOWS(SEE SHEET 2}, �•;O•:�' � �jC•, :
FIND THE SMALLEST SQUARE WINDOW SIZE IN =�C) •.• S T-0 (V
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL . � ••,�ORt47 •�"�,":~
WINDOW WILL COMPLETELY FIT WITHIN. '%LS ;,•�
f'>>t/O/i GN•` .
5`
,JALt�,ti
A.LYNN MILLER,P.E.
13,15.0541705
TABLE 9:
Windpw Design Pressure,(+A psi) Use this Ieus
for BLISS 12
3116"A Cap-Airspace-711 8"A1A with PVB Types. -r
Window Long side(In) TABLE DIMENSIONS MAYBE T
DtmeneMne 69,649 74 73 76 78 80 85 89 88 92 96 89 ORIENTED VERTICALLY OR
32 +1.70 +1.70 +170 +1-70 +1-70 +/-70 +/-70 +1-70 +1.70 +1.70 +1.70 +/-70 HORIZONTALLY A3 SHOWN.
34 +/-70 +/-70 +1-70 +/•70 +1.70 +/•70 +/-70 +1.70 +1.70 +/•70 +/-70 +1-70 LONG
36 +/--70 +1-70 +1.70 +1.70 +1-70 +1.70 0-70 0-70 +170 +1.70 +1-70 +1-70 SIDE �lpproreducem yl3gN
�•^ LONG SIDE I^Lotida nidi C
36 +1-70 +/-70 +1-70 +L70 41-70 +1-70 +/-70 +/-70 +I-70 +170 +/-7D +1-70 j pnlc p
40 +1.70 +/-70 +/-70 +/-70 +/•70 +1.70 +1-70 +/-70 +/-70 +1.70 +/-70 +1-70 ROAM
SNORTMiami dcPcaluc!
42 +170 41-70 +1-70 +1-70 +170 +1-70 +170 +170 11-70 +1.70 +/-69.6 +1$6.7 SIDE
44 41-70 41-70 +1.70 +1.70 +1-70 +1-70 +1.70 +1-70 t/-70 +/$9.9 +f-66.4 +l-63.7 I BY
SHORT
46 +1.70 +1-70 +1.70 41-70 +1-70 41-70 +170 +/-70 +1.69.9 +/•67.4 +1-83.9 41$1.7 SIDE
a 48 +170 +170 +170 +170 +170 +1-70 +1-70 +1-70 +1$7.8 +145.3 +1.61.9 +1-59.7
$_ 60 +1-70 +1-70 +1.70 +/-70 +/-70 +J70 +/$9.6 +/-68.8 +1.66.9 +/-63.4 +1.59.9 H
62 +/-70 +1•70 +1.70 +170 41.70 +/-70 +1-67.8 +1.68.9 +1-64,2 +1$7.6 LONGSIDE
N 54 +1-70 +170 +1.70 +1-70 41-70 +1-70 +1.86.2 +1$5.3 +1-626 ;
56 +1.70 1 +/-70 +1.70 +1-70 +1-70 +1-69.2 +/-64.7 +/-63.8 SHORT LONG
67 +1.70 +/•70 +1-70 +1-70 +/-69.8 4/$6.1 +/$4 SIDE SIDE
60 +1-70 +1--70 +1.70 4/-69.7 +1-67 +1-66.3 __,,- Y
y •nes
62 +1-70 +1•70 +/-GIB 4/-67.9 +/-65.2 MAX•O.GSPACING IF ANCHORING MAX.O.G SPACINGIFAN[HORINO � � rn
64 +1--70 +1-70 +1$6.3 4/-08.3 THRC4lGH THEfRAMEPERSHEET53&4 THROUGHTH£INTEGRALFIN PER SHEET4 (3 p�
66 +!$9.9 41$6.9 +1$67 APPLIESTO B.C ORD ANCHORS APPUESTO F ANCHORS 04 N slop
{SEE TABLE 21 (SE£TASCE3} SHORT Q ef•
68 +1$8.4 +1-67.415.5" 4' SIDE M
69.644 z in Li
L
_a O J aroBiO
r _
U V X N c
TABLE 9: W-2 O 2 'd 'eN
Window Design Pressure,(W.psQ usemistau o dDY , Wo
3116"T Ca p- P Type: z n:z
Alts ase-7/16"AIA with PVB Taagss 13 c Q Q g � 0
Window Long Side(In) v O O
DlmenaWne 69,649 71 73 75 78 8D 85 86 89 92 96 99 Z
00
32 +/-70 +/-70 +/-70 +1-70 +/-70 +/•70 +1-70 +1-70 +1.70 +/-70 +/-70 +1.70 . st O I loess
34 +1.70 +1-70 +1-70 +1-70 +1-70 +1.70 41•70 +1.70 +1.70 +1-70 +1-70 +170 Z
30 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +1.70 +1-70 +/-70 �c 3 y H
38 +1.70 +1-70 +1.70 +1.70 +/-70 +1-70 +/-70 +1.70 +1.70 +1.70 +1-70 +1.705Q WWp � eIz
40 +1.70 +1-70 +1.70 +170 +170 +170 +170 +1-70 +/-70 +1-70 +1.70 +1-70 o X D-
42 +/-70 +1-70 +1.70 +1-70 +1-70 +/-70 +1.70 +/•70 +1.70 +1.70 +1-70 41.70 u' z-1 0 �
44 +/-70 +1-70 +1.70 +/-70 +1-70 +1.70 +1.70 +1.70 +/•70 +1.70 gZ
46 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 +170 +170 41-70 +1-60.6 p O
c 48 +1-70 +1-70 +1.70 +1-70 +/-70 +1-70 +1-70 +1-70 +/•70 +1.70 +/-68.8 +1.66.3 enU asap Seung
60 +170 +/•70 +/-70 +1-70 +1.70 +1.70 +1-70 +170 +/-TO- +170 +1-66.6
62 +1-70 +1-70 +1-70 +/•70 +1.70 +1.70 +1-70 +1-70 +170 +/•66,6 �.� Off( LYNN
64 41-70 41.70 +1.70 +/•70 +l-74 +1.70 +/-70 +/-70 +1$9.8
NOTES: `�� '410ENSF'
1)BUCK DIMENSIONS SHOWN.
66 +1.70 +1.70 +1.70 +1-70 +/-70 +1.70 4/-70 +1-70No.58705 '
57 +1.70 +1.70 +170 +1-70 4-70 +1.70 +1-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
60 +/-70 +/-70 +-70 +/-70 +/-70 +1.70 NEXT AVAILABLE SHORT OR LONG DIMENSION.
MAX,O.C.SPACING IFANCHORING MAX. .C-SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS SHEET 2j,
62 +1.70 +/•70 +1.70 +1.70 +1-70
THROUGH THE FRAME PER SHEETS 7HROUGHTHE INTEGRAL FIN PERSHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN O ST EO
64 t1-70 _ +4.70 +1-70 +1-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL '� '•.F40RIDt'.•' X
APPLIESTO 9.CORDANCHORS APPUESTOFANCHORS :�S ,,,•, C'
66 +1.70 41.70 +170 (SEE TABLE 2) (SEETABLE3) WINDOW WILL COMPLETELY FIT WITHIN.- �I�p/0NAL�r1
68 +1.70 +1.70 15 5" 3.9' ���"'I I I I S I`'
69.649 +1-70 A.LYNN MILLER,P.E.
P.E.M68705
TABLE 10:
Window Design Pressure,(+/-psq
to Ofass 14
3116"A Cap-Alrspace-7/16"A/A with SG Type:
Window Lang Slde(In) -r'
Dlmenalone 69.649 . 71 73 76 78 80 85 116 89 92 96 99 TABLE DIMENSIONS MAY R 1
ORIENTED VERTICALLY OR
32 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +BO/-110 +BD/-110 +801-110 +801-110 +80/-110 +801410 HORIZONTALLY AS SHOWN.
34 +801-110 +801-110 +801410 +801410 +80/-110 +601-110 +601-110 +8D/-110 +601-110 +801-109.4 +801-108.3 +801.107.6 LONG Mpproved a�camplyla8�rhlh d!.
36 +BD/-110 +601.110 +801.110 +110/-110 +801•109.5 +80/•108.6 +80!•106.8 +80/-106.6 +801.105.5 +801.104.7 +801-103.8 +801-102.9 SIDE PI°rIJ B°IJI C e
38 +801-109.7 +80/•108.9 +B01-107.8 +801-106.8 +80/-105.5 +801-104.8 +801.102.7 +80/-102.4 +801-101.4 +80%100.6 +801-99.4 +801-98.7 �- LONG SIDE Oma
NQAq
40 +80/-106.3 +801.105.6 +90/•104:4 +80/•103.3 +801.101.8 +BD/-101 +80/-99.1 +80/-98.7 +801.97.7 +80/•96.8 +801-98.7 +80136 � Mlam DadePr°dtd Im
42 +901.103.3 +80/-102.6 +801-101.3 +801-100.2 +8D1.9&B +80/-97.9 +801.95.8 +80/-95.5 +801-94.5 +80/-93.6 +80/•92.4 +801-90.7 SHORT
SIDE
44 +801-100.7 +501-99.8 +6D/-98,6 +801-97.6 +80/36 +8D/-95 +801.92.9 +80/-92.6 +801.91.6 +80/•90.4 +80/•87.1 +801-114.7
SHORT
46 +801.98.4 +80/-97.6 +801.98.2 +801.95 +60/-93.4 +60%92.8 +601-90.3 +601.80.9 +801•88.1 +80/-85.6 +60/-83.1 4801.81.8 SIDE _
0 48 +80/•98.3 +801-95.4 +80134.1 +801-929 +8O/-91.2 +801-90.2 +801•88 +801.87.8 +801.84.6 +80/-82.6 +801-80.2 +/-7&6 '
c
50 +801-94.6 +801-93.6 +801.922 +801-90.9 +80139.2 +601-86,2 +801-65.4 +80/-84.6 +80/-B2.4 +601-80.2 +/-77.6 h
52 +801.93 +801-92 +80130.6 +60/•89.2 +80137.4 +81)1-88.4 +601-83.3 +80/-82.5 +801.60.2 +/-711 T�+- LONG SIDE -►j
N 64 +601.91.7 +80/-90.6 +SDr39.1 +801.67.7 +801.85.8 +80/-84.7 +801-81.3 +80/30.4 +/-78.1
56 +80/•90.6 +80139.4 +801.87.8 +60136.4 +601.84.4 +801-83.2 +/•79.3 +/-78.5 SHORT .b LONG
67 +80130 +8013&8 +601.87.2 +BD/35.8 +801-83.4 +801.82 +1-78.4 SIDE �/ SIDE
60 +801.87.2 +80/-86 +801.84 +801-825 +801.80.1 +1-7&6 L N 'ABa
62 +801.84.6 +Bol-83.8 +801.82.1 +SD/30.4 +/-711 MAX.HT EACINGPERSHEETS3 IF MAX.HTH INTEGGIFANCHORING C3 3
THROUGH THE FRAME PERSHEET53&4 THROUGH THE INTEGIiALFIN PERSHEET4 O U) C
64 +801.62.9 +80/•82 +BO/-80.1 +/-78.4 APPLIESTO B,C OR D ANCHORS f}D NLEI I w N 71-55 2
66 +801.81.1 +601.80.1 +1-78.3 (SEETABLE2) NDTAPPUCABLEto
SHORT I_ O 0 to
GLASS TYPES 14 THROUGH Imo- J t�
68 +/-79.3 +1-78A 13,Y' '17 MAY NOT 9E USED WITH SIDE O J N LL o gG
69.649 +1-77.7 J-CHANNEL OR INTEGRAL =LL to LL uav
TABLE 11: 0 FIN FRAMES. W
UU_ X52 m
Window Design Pressure,(+/-pei) X0 1°d° Z m O oxo
3/16"T Cap-Airspace-7/16"A/A with SG t0f Tom 15 z a z °�' N
Window Long Side(n) W LL
Oilnelle(on9 77.78 79 O1 83 86 87 81 84 g8 011 104 107 111 v y O
ALLOWABLE MAX.O.C.SPA LING IF
38 +1101-110 +801-110 +W-110 +801.110 +801.110 +801-110 +801.110 +80/•110 +801.110 +801-110 +801.110 +801.110 +801-110 i
ANCHORGROUPS ANCHORING THROUGHrgi O W iao45
40 +801-110 +801-110 +501.110 +801-110 +8-110 +601-109.8 +BW-108.5 +801.107.6 +801.1089 +601•108.1 +801-104.6 +80!•104.1 +801-103.3 ® O
PERSHEET2 THE FRAME PERSHEET3 Z � to
42 +801.110 +1101.109.8 +801-108.8 +601.107.9 +801-108.7 +B01-108.3 +801-104.8 +801-103,8 +801.103.2 +601.100.8 +801.97.7 +601-96.4 +0-94.81 B,C OR D 13.2" to
44 +801.107.3 +801-108.7 +501-105.7 +801.104.7 +801-103.4 +801.103 +BD/-101.4 +801.98.6 +801-98.7 +80134.1 +801.91.4 +8111-90.3 +60/•89.2 N
W aia�s
48 +8111.102 +801-101.3 +801400.3 +80/•99.2 +6013 8013
7.3 +801.98.2 +8-92.6 + 0.4 +1101.89.2 +801.87.3 +801.84.4 +801.82.7 +801$0.5 o X a o
50 +801.99.8 +80139.1 +801.98 +801.98.8 +00150.9 +BW93.1 +B0139.9 +8013 801-0
7.7 + 8.2 +801.84.3 +801.81.1 +/-79.3 +1.77 0 J z
51 +801.98.8 +60138 +BO/•98.9 +60/-95.8 +80/32.8 +80-92 +801-88.7 +801.68.4 +80/56 +801.828 +1.79.8 +/•77.7 +/•75.3 u°OI Z
64 +801-K1 +80135.3 +801.94 +BW-921 +801.89.4 +801.88.5 +801.85.1 +801.82.7 +8-81.1 +/-76.9 +/-76.3 +1-73.2 +1-70.6 j p O
Be +80134 +80133.2 +6D/-91.8 +80/•90.1 +80137.2 +80138.3 +601-828 +80%80.2 +1-76.6 +/-78.3 +1-72.5 +1-70.6 x111 '�SaO ceNaS
I Be +801.91.4 +80130.8 +801.89 +80137,6 +80136.1 +801.84.2 +8(Y30.8 +/711 +1-78.3 +/-73.8 +1-70.2 ���\�ONY LYNN
eE770
61 +80137.8 +80137 +801.85.3 +801.83.8 +601.81.2 +801.80.6 +1.77.3 +/•74.8 +1728 +/-70.4
+801.86.6 +80134,8 +801.828 +80b81.1 +1.78.8 +1.78 +1.74.8 +1.723 +/-70.8 NOTES: ��,: �LCE1)BUCK DIMENSIONS SHOWN. P+801.84.4 +60!.83.6 +80/-81.7 +1.80 +/-77.6 +1-78.8 +/-73.6 +1-71.2+801-62.2 +80/81.2 t/•79.4 +1.77.8 +/76 +1-74.2 +1.71 2)FOR SIZES NOT SHOWN,ROUND UP TO THEN0.58705NEXT AVAILABLE SHORT OR LONG DIMENSION.+/30 +1.79.1 +/-77.2 +1.76.4 +f-727 +/-71.9 MA%.O.C.SPAONGIFANCHORING MAX.O.C.SPAONGIfANCHORING 3 FOR ARCHITECTURAL WINDOWS SEE SHEET2 15;•�z
+178 +1-77.1 +1.76 +/-73.2 +1-70.6 ) ( )' 'THROUGHTHEFMMEPERSHEEf53&4 THROWHTHE INTEGRAL FIN PERSHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN Q STATE OF [[/�+1.78 +1-76 +1.73 +/•71.1 APPUESTOBCORDANCHORSTHETA9LE(S)ABOVEWHICHTHEARCHITECTURAL ,+174.1 +1-73 +1.71 �� ,(SEETABLE2) NOTAPPLICABLE WINDOW WILL COMPLETELY FR WRHIN. 'i SS """' �+/722 +1.71.1+170.5 A.LYNN MILLER P.E.
P.E.N6�705
I
Y
TABLE 12:
Window Design Pressure,(+l•psq Use th6r taEle TABLE DIMENSIONS MAYBE
lorGlass 78 ORIENTE
118°TCap-Airspace-7116"WHwithSG D VERTICALLY ORType: HORIZON TALLY AS SHOWN.
Window _ Long gide¢n) LONG
Dimensions 60.926 64 68 1 B8 70 74 77 80 84 S7 92 97 99 SIDE
�---LONG SIDE
32 +80/•114 +801-110 +801.110 +84J-110 -+8-01--1 i-0 +801110 +801-2110 +BiY/•120 +801-110 +8W-110 tool-110 +801-110 +801.114 ff
34 +804110 +80!110 +80!410 +801-110 +801-110 +801.110 +801.110 +801-110 +801.110 +801.110 +80/-110 4801.110' +801-110 T +pProvedaswroplytagnithtbv
SHORT Florida atdl
36 +801-110 +801-110. +801-110 +e0f•110 +BO/-110 +801-110 +801.110 +801.110 +BDI-110 +801.110 +601-110 +80/•110 +801.110 SIDE nA1e 16
38 +SO41t0 +801-110 +801.110 +801-110 +80%110 +804110 +801-110 +801-110 +Sof--110 +801.110 +801-110 +801.110i
SHORT ( Ito
..L_. MlamiU dvProdeet
40 +80%110 +801.110 +801.110 +801.110 +001-110 +801.110 +801.110 +801410 +801.110 +90/-110 +801-110 SIDE
42 +801.110 +801.110 +801-110 +80/-110 +84/-110 +801.110 +SO4110 +S01-110 +60/-110 +801.110 Sy
N5` 44 +604110 +801-110 +801.110 +804110 +841110 +601-110 +801-110 +801-110 +80f•110
46 +601.110 +801-HO +801-110 +801.110 +BOI-11D +801410 +80/-110 +BO-110 �- LONGSIDE -.-�
g 48 +804110 +801-110 +801-110 +801.110 +801-110 +80/•110 +80/-110 a
EO +801.110 +801-110 +601.110 +801-110 +801110 +801-110 __ __ ___ SHORT
62 4801-110 +801-110 +801-110 +201410 SIDE LONG
64 +801.110 +801-110 +801110 +801.140 +80/-110 MAX.O.c.SPAONGIFAN�
CHOKING MAX.MAX,O,C.SPAtlN01FANCHORINq 810E n
THROUGHTHE FRAMEPER SHEETS 3&4 THROUGHTREINTEGRALFINPERSHEET4 t >
66 +801-120 +904114 +801.110 APPLIES TOB,COR OANCHORS �-
a
6B +50/•110 +90!•110 (SEE TABLE 2) NOTAPPUCABLE
218` GLASS TYPES THROUGH •aag
Ne
60,926 +80!•110 17 MAY NOT BE USED WITH SHORTJ
N
J-CHANNEL OR INTEGRAL SIDEp O c
TABLE 13;
•FIN FRAMES. Y•to v a,o0 p
Window Design Pressure,(+1-psf) Use trio taae acts
j o ! o
3116"TCap-Airspace-7116"H1H vAth 3ci toy Paso 17 Z u PO LL va Bro 2
Window Long gide(In) CD
uUI U X N
Dimensions 77,76 79 81 93 S6 87 S1 94 96 99 104 107 111 118 120 126 136 144 F z 0 p CD
µt 22 0M0
36 +801110 +801-110 +801110 +80%110 +804110 +801-110 +801110 +80t-110 +80%110 tool-110 +8!X-110 +801-110 +801-1+0 +804110 +801-110 +901.110 +801-110 +567-110 Q> tj 0 � 2 _
40 +BD/-110 +601-110 +BD/-110 +801-110 +80/-110 +801.110 +801-110 +801-110 +80/•110 +80/-110 +601-110 +801-110 +80/•110 +801.110 +80/-110 +801.110 +801-110 +801-110 a Z ti Z W
42 1801.110 1601.110 +804110 +50/-110 +801410 +801.110 +804110 +801-110 +801-110 +9a-114 +001-110 +801.110 +801-110 +801-110 +801-il0 +8D4110 +801-110 +801-110 v O .teLL
a O
44 +801-110 +801-110 +601110 +801-110 +801110 +SDI-110 +801-110 +8011i0 +60f-110 +801-it0 +801-110 +801-110 +601-110 +801-110 +841-110 +844+20 +80/1110 z 0
48 +801-110 +801-110 +801-110 +901-110 +80/-110 +801.110 +801.110 +80/-110 +80%110 +601-110 +801-110 4801-110 +801-110 +801-110 +801-110 +80/-110 e p W I„ys
EO +80/-110 +804110 +801110 +801-110 +801110 +804110 +801-110 +801-110 +SD/-110 +801.110 +804110 +804110 +801-110 +801-110 +Bol-110 0 w Z tO
61 +801-110 +801-110 +801-110 +801-110 +001-110 +801-110 +801-110 +801110 +804110 +801410 +801-110 +801-110 +8D417O +80/-110 z f
64 +801.114 +S0/•110 +801-110 +801-110 +801-110 +80/-110 +801.110 +6D/-IIO +80%110 +501-110 +801-110 +801-110 +801.110 Z
69 +801110 +804110 +801.110 +80f-110 +801-110 +601-110 +80f-110 +801.110 +80%110 +801-110 +801-110 +844110W 0:Q 0,018
o x n-
69 +804110 +801110 +804410 +901.110 +91110 +804110 +804110 +804110 +844110 +804110 +901-110 LL z N
E 61 +801-110 +Sol•110 *Bomb +80/-110 +001.110 +801•110 4801.110 +801-110 +801.110 +80/•1t0
N
pt 83 +801.114 +841-110 +801110 +801-140 +804-110 +841-110 +801--110 +804-110 +80+•110 � � a
64 +80/410 +501.110 +804170 +80/410 +801110 +801-110 +901.110 +801-110 anH •asap saua5
66 +80/-110 +804410 +801-110 +S0/-110 +1104110 +8041110 +801-440 ``tl
66 +801-110 +SOI-410 +80/114 +801-110 +Scimla +904110 ,.� �(LYNN
70 +BO/-110 +80/•110 +801-110 +80V•110 +80/110 MAX.O,C.SPACING IF ANCHORING MAX O.0SPACING IFANCHORING ���q�4.•-"••••"••1<<tc f�
72 480/-110 +80/-110 +801.110 +8Q'-110
THROUGH THE FRAME PERSHEETS 3&4 THROUGNTHEINTEGRALFINPERSHEET4 `4��•' 4LGENSE .Q
74 +841-110 +801-110 +804110 APPUESiOB,cORDANCHORs = ! N0.56705
NOTAPPUCABI.E - -
76 +801.110 +801.110 (SEE TABLE 2) -
77.78 +801-110 B- STATE OFIS <fu`
. 0•,
NOTES: S,
1)BUCK DIMENSIONS SHOWN. yrs!0NA1-t��s`
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.
REN 58705
3.500' 3.5D0' 3.500• 3.600'
—��— .082• --yl+— .052' .082• �f+– Aar
1
I
1.483' ��� � 1.483' ��u 1.45/�LF—r--100 3'
.625" .625'
11.375' O J-CHANNEL FRAME I O FLANGE FRAME 1.375• O INTEGRAL FIN FRAME O4 EQUAL LEG/BOX FRAME
—�{ 1.378'
.884' 301' –1 •04� .176"
.355•
.060"
OANCHOR COVER OB 7/8'BEAD O 1"BEAD
TABLE 14:
# Part# Description Material
0117 J channe rams --Pvu-
-2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
6 620133 Anchor Co%er PVC
MITERED 6 720138 1718u Glazing Bead PVC
CORNERS WITH 7 720135 1"Glazing Bead PVC
INTERIOR AND
EXTERIOR 74 Backbedding,GE 7700 or Dow 781 Silicone
WELDS 75 Duanex Super Spacer nM with Hot Melt Butyl Composite
76 Quanex Dureseal Spacer Composite 4ppru a ucomptyingwil6aw
GTmrd Buldl
77 Cardinal k-Edge Spacer Composite Dole 5
78 71646N Setting Block(718'x 1"x 118"),85+/-5 duro. EPDM 1v4Ar -
Dcde Proda
By
6
FRAME ```1�luurr/rrr��
ASSEMBLY DETAILS 7 `�.`i�pNccN FMg7�
EXTERIOR 1 r= VINYL FIXED WINDOW NOA(LMBSM) c 9/9/14 No,58705 •'
J ROSOWSKI
o BOM 8 ASSEMBLY om N
NOTES: CERT.OF AUTH.#1SOME PARTS NOT SHOWN FOR 28268 ry �� (�` Ft'•ORIOP.•''G\?�
2j J-0CHANNEL FRAME SHOWN,PARTS CLARITY.1 OTHEfl FRAME TYPES APPLY. ���;AL
1070 TECHNOLOGY DRIVE
3)ITEMS A 8.73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34276 c –
A.LYNN MILLER.P.E.
4)ROYAL PVC TO BE LABELED FOR MMA EXTRUDER CODE. (941)•480-1600 NPW-5520 yNTS � 11 OF 11 '1 MD-5520.0
p.EJ168705
4
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E I mom. • '�. 1 � �,� �--, .
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