HomeMy WebLinkAboutProduct Review Affidavit THERMAITRU 68.50"MAX. ° ro
105.50"MAX,OVERALL FRAME WIDTH OVER ALL WIDTH �C n
THERMA TRU DOORS s s s rs s s ��'`• ��///yyyyy�•`�iq�
7 16 INDIJDTRIAL DR., EDD ERTON,OH 43517 ..........••�
I I � I I I I I I I 1111111,
"Smooth-Star"and "Benchmark by Therma-Tru"
- — -- - - �E _ 45 •
=56F
_- - -— Om I' 'h- 4jSSSdo= , , I II , , 5' I 'I I' I,:- ,I I, -- - -l- t -6'8"SINGLE AND DOUBLE D PANELS w i' � L I i el am 55W/&W/OUs 5 ,--- JNSWING �t a ' '� i' 'I ' ' i� a '� " pp U!
- - - -- --- -- - _ IIINSULATED FIBERGLASS D FRAMES
A
W Z
General Notes 1 2 3 4 5 6 1 2 3 4 5 6 0 -
6 6 6 6 6 6 6 6 6 6 6 6o ZoLW
1. This product anchoring drawing has been developed in compliance with the 5th Edition DOUBLE W/SIDELITES OXXO SINGLE W/ SIDELITES OXO J�
(2014)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone". See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE eid m al
Certification Agency Certificate for sizes,specifications and ratings. +55.0 -55.0 +40.0 -40.0 �m w12
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment MI D
to base material shall be beyond wall dressing,stucco,foam,brick and other wall 74 50'MAX 53.00'MAX. o
coverings. 37•�'�• OVERALL WIDTH a a e
g OVERALL WIDTH
OVERALL
3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012, WIDTH t 2 3 1 2 3 mr
All other fastener types to be Installed following fastener manufacturer's installation 5 5 5 5 5 5 a
instructions. F K� VA
4. Fastener embedment depths,edge distances and center-center distances shall be as � --?I'
a �'
specified by the fastener manufacturer but in no Instance shall they be less than shown in _ I' 'I I' a o.H.
W 55 e�1I C1 ,'�]II1I I�ICI 7III 4
vZthis drawing. 5 4 0O 5 n
1 I5O.H. r t , ,
5. Where shims are used,they must be a"rigid/stiffmaterial that complies with the 5
5
requirements of the FBC. S f i i' • 8
q � 'I I' ' �--� 'S'�' 'S--7' ' ' S I I
I I I I I I I I I I I I I 1 I I I I
6..Positive and negative design pressure requirements for use with this drawingshall be i' 'i i' 'i i i' ' i ' 'I I' IL
2 g 4 I, ,1 1, ,I I, ,I II ,1 I, ,I I, ,I I, ,I 7 d
$ determined by others for specific jobs In accordance with the governing code. '�j j ; -5; ;t_-s; t 3 ; 3; L� ;L 3i i -y' b
7. Site conditions not covered by this drawing are subject to further engineering analysis. h�
a s s
'8 4 5 6 r' MAX
4 5 6 a�
iABLE OF CONTENTS 6 6 6 6 6 6 6 6 6 i
SHEET# DESCRIPTION SINGLE X "z D°
MAX DESIGN PRESSURE DOUBLE XXE W/SIDEUTE OX DATE: 2121112 i
1 Typical elevations,design pressures&general notes MAX DESIGN PRESSUREDESIGN PRESSURE2 Buck anchoring +67.0 -67.0 +5DES -55.00.0 -40.0 DWG. N.T.S. 9
e 3 Frame anchoring owc.er: JK m'
4 Frame anchoring&bill of materials CHK.
5 Horizontal&vertical cross sections L DIUV er: LFS 3
LNUwIN6 NO.: a'
6 Vertical Cross sections KWIKSEr31GNATURESERAIES LATCH FL-15225.5-68
?' KWIKSE/SIGNATURE SERIES'..DEADBOLT a
SHEET__L OF 6
IN
.C"=I I I lIiTAd I '. I I I I -I .. 3 TY • 1INo�. MN _ yy X o --- = �0
30 3S 3PAIR %
7
P6"
3
`o� dg�mo°
wzm3
. aii
zS
y It W/2X BUCK
MULLION = INSTALLATION __MULLION - - 13-141 � m oSHOWN FOR w o rSHOWN FOR
REFERENCE W 1X BUCK a a
REFERENCE ^
_
y Ds I`
(1 y N ¢a A W/2X BUCK INSTALLATION M [1 TYP. HEAD & l`� o 5z
A W/2X BUCK INSTALLATION - - M JAMBS �W
- -- -v ci= - - -_ - �---- 9 /1X BUCK=INSTALLATION --� - —nd
9 W/1X BUCK INSTALLATION '}U -
TYP. HEAD & JAMBS ^ ^O TYP. HEAD & JAMBS
SEE n _ _ w • z U
16 i6 DETAIL "4" o I SEES - wa i6 i6 ` 76 SEE I 7$ o
DETAIL "1", o\
Til oil - 16 M.+ DETAIL a y - lip - SEE -
12 5 12 1 6" 12 Tie 5 DETAIL "2 5
L _ — — 1 �m
r _ -
"+ a-.
C,. D" "E" y „C.. "D" "A.. „B" A" a
VIEW "C"-"C" SINGLE DOOR W SIDELITES ViEW "E"-"E" ^VIEW "D"-'D" SINGLE DOOR W/SIDELITE VIEW "B"-"B" SINGLE DOOR VIEW A"-A"
SHOWN W/OPOONAL CORMrATED
FASTENERS,REM 130".ALL
SM)ELRE TO DOOR JAMB CONNECTIONS)
W/2X BUCKqD a
SIDELITE NOTES; q
INSTALLATIONi. The sidelite is direct set Into the Jamb with(12)#8 x 2"pfh,wood screws.There are(4)of each
verticallamb,from the fop down at 13.5,31",48.5'&66".There are(2)of the header at 4"from B W/1X BUCK 8 0
the outside comers of the frame.There are(2)at the sill,4"from the outside comers. INSTALLATION2.For optional sidelife construction with staples,sidelite Is direct set Info the jamb with(4)7/a"X
I-3/4"16 ga.staples alone each jamb(6"from ends and equally spaced thereafter).
CONCRETE ANCHOR NOTES:
I.Concrete anchor locations at the comers may be adjusted to maintain the min. DETAIL "6" DETAIL "2"
c edge distance to mortar joints.
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortorloints,additional concrete anchors W/2X BUCK 2 o a
T INSTALLATION B o
rFd� may be required to ensure the"MAX.ON CENTER"dimension are not exceeded, a o
3. Concrete anchor table; W 1 X BUCK 1 'z a
::•;;:;•;:;•;:;;:;:.,,.::;:.;.:.. IBANGr;'?:iMtN;C:t4Rtt:1�1f: INSTALLATION 2 1 C C o
;A1CfHGR.':.:A1Cl4L3k;:si;:: MfN:: .........................:•:;;:;•;a:;:.......;....,....,............:•:;:.. 1 DATE: 2121112 3
7�1A1A$ONRY
X.:::;T0. 1DJACENT.;.• N.T.S.
:....._..........:.:.......::..::.:::•:..:...............:.::: :: :;.:::::EtIG ::.;;ii::<•: ;;::;;;•iM1GNl�$ i`;?:; SCALE:
2 •:.:•.�Tyy ONO.BY: JK M
a 1/4" 1.1/4" 2" 4" 1 1 3
TAPCON cHK.Br: LFS
BRAWWO NO.: a
TAPCONa 3/16" 1.1/4" 3" 1.1/2" DETAIL "1" DETAIL '•4" FL-15225.5-68 0
o SHEET_2L 01 ro
i1
"E" h.
��`N����`
I N w"� O N �� ��i 0
PAIRS 30 .E ai A" M. •:`6
3' � f`3" TY� 4 3-I 3" 6" :fp'; * m
L 4 j —1 f-- � :' o
S • �� M
W/2X BUCK SEE DETAIL I ��/ •• ��� o '
S
SHEET EE T3 3 II SEE DETAIL "3" A -.. ''� A * • N� `, IQ
II INSTALLATION Q o „3" II W/2X BUCK A �llll I ► $a„
W/1X BUCK =o o _ (INSTALLATION
w� IWSTIX
INSTALLATION BUCK y
- TYP,-HEAD. - - _ IN ALLATIO.N_
N, ASTAGOL. - x er U
- ASTRAGAL)�I -MULLION - - &JAMBS - __S - IITYP. HEAD=& _ _ - -o, - -
N HON FOR -m
_ SHOWN FOR II SHOWN FOR I� m 8:,a.
REFERENCE II REFERENCE - _ _ _� - REFERENCE I JAMBS _
ONLY II ONLY II 1 a=
SEE II \)
DETAIL "4" 3a v�
1 sII U y _ II o - -- -
16 16 DETAIL
p _ 16
5 II _ i6 LL'a o I - II 16 "1„ o� En
� 3 12 II 5 `�N 5 II 5 n - o z c
m �
0
VIEW C., C" DOUBLE DOOR W/SIDELITES VIEW "E"-"E" VIEW
e DOUBLE DOOR &'o
SHOWN W/OPTIDIM CORRUGATED a a
FASTENERS,REM/30(TYP.ALL
SfOELRE TO DOOR JAMB CONNECTIONS) r
m
W/2X BUCK 2 v
INSTALLATION
'A'/1X BUCK
INSTALLATION 12 1 C N
Item DESCRIPTION Material W/2X BUCK z
INSTALLATION 3 8 0
ul
A 10 x 2-112 PFH WOOD SCREW STEEL 1 0
B 10 X 1-314' PFH WOOD SCREW STEEL
C 10 X 1 PFH WOOD SCREW STEEL DETAIL "1" W/1X BUCK 11 0
1 10 x 314" LG. PFH WOOD SCREW Hine to Frome STEEL INSTALLATION
10 x 2 LG. PFH WOOD SCREW STEEL °z
3 B x 2:412" LG. PFH WOOD SCREW STEEL
4 1 4" x 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL ATTACH ASTRAGAL THROW BOLT
5
114 x 1-314" ITW PFH CONCRETE SCREW STEEL B STRIKE PLATE TO FAME N o
9 1/4" x 3- la PFH CONCRETE SCREW STEEL AS SHOWN.
11 3116" x 3-1 4 ITW PFH CONCRETE SCREWSTEEL 1 C —p o
12 114" x 3-114" ITW PFH CONCRETE SCREW STEEL lu
MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI DATE 2121112
13 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE scALE: N.T.S.
e 16 1/4" X 2-114" PFH ITW CONCRETE SCREW STEEL 1 OWO.Eh. JK m'
20 HEADER JAMB SUGAR PINE SG >= 0.34 WOOD
21 314" THK. PRESSURE TREATED SIDELITE PAD WOOD DETAIL "4" DRAWNC NO.:
CHK.er: LFS
30 112"
2" X 1"' X 25 GA. CORRUGATED FASTENER STEEL FL-152222
FL-15.5-68 0
SHEEP 4 w
O —OF6_ p
d
13
•.••• ,`% h�°ri a
_
..,: iirl ,�� Q
`, tM .' ..,` JJJII••111 �� 'eel m Z=
;w 13 nd
- - - - - - -
r E.
ix Buck
—
d
vv a
--
�
�O N 2X BUCK y Pn
INTERIOR EXTERIOR t.25" o A -
INTERIOR EXTERIOR z
INTERIOR EXTERIOR
1 HEAD JAMB 3 HEAD JAMBI y
3 HEAD JAMB
$ To lx sub-buck 5 To wood frame To 2x sub-buck Q
Inswing shown inswing shown Inswing shown
o13
$
2X BUCK
INTERIOR INTERIOR
9 4 A N rn
B o
A W
EXTERIOR EXTERIOR
LO.IS*MIN.
T C-SINK
.25"MAX, 0.25'MAX.
o
� SHIM SPACE SHIM SPACE
1.lEMf3.IN. 1.15'MIN. x
1.25"MIN, EMB. ^z
EMB.TYP. a+h 2121112 =
scus: N.T.S.
a on ar.
4 VERTICAL SIDE JAMB 5 VERTICAL SIDEJAMB CHK er: l.FS 3
$ To 2x sub-buck 5 To wood frame DRAiNING NO.; e
FL-1
Inswing shown Inswing shown
FL-152222
5.5-68 0
o
sir 5 ov 6 10
URIa
INTERIOR EXTERIOR
- _,INTERIOR v,= EXTERIOR_ EXTERIOR INTERIOR z p °�
20
-- - 1321- 13 12 8 a
�a y
9
- - — _ - - - 13 - - -- -
n n •
16 16 a [�y+o z
1 VERTICAL CROSS SECTION (�2�VERTICAL CROSS SECTION VER77CAL CROSS SECTION m �,
b Inswing configuration b Outswing configuration 6 o
� U
1
N
INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR o
N
16
N
cL
13 z
Z
Z lu
4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION rCVER11CAL CROSS SECTION DUE: 2/21/12
b Inswing configuration b OutsWng configuration b Outswing configuration
saue; N.T.S.
d MG.a+: JK m
2
CHK.er: LFS a
DRAVNND ND.:
FL-15225.5-68 c
SHEET
--6 ov 6 a
A
MIAMI•DADE MIAMI-DADE COUNTY
ME PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(186)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadc.eoy/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ). �
This NOA shall not be valid after the expiration date stated below.TheMiami-DadeCounty 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 AHS 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 designedl to comply with the Florida Building
Code,including the High Velocity Hurricane Zone
—
DESCRIPTIO Series"PW-5420 Vinyl"PVC Fixed Window—N.I.
APPROVAL DOCUMENT: Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (Nl)", sheets 1
through 9 of 9, 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: None.
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 4 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.14-0930.24
MIAMMADECOUNTY Expiration Date: April 30,2020
• +23 jl� prr ,2015
I / Page 1
r
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Y
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NI)", sheets 1 through 9
of 9, 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 Oitega,,P.E.
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.
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. 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.
2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coll ated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20.
3. 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 04/16/20.1
i�
anuelP093
.EProduct 'ontricer
NOA No. 0.24
Expiration Date: April 30,2020
Approval Date: April 30,2015
E-2
II
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS i
1. Statement letter of conformance,complying with FBC -2016 and'FBC-5"Edition
(2014), dated September 27,2014,issued by manufacturer,!signed and sealed by
Anthony Lynn Miller,P.E. if
is
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. "
FIs
p
i
Manuel Pepe4, E.
Product Control xa ner
NOANo.14- 0.24
Expiration Date: April 30,2020
Approval Date: April 30,2015
E-2
lit
GENERAL NOTES:SERIES 5420 IMPACrRATING
NON-IMPACT RESISTANT,VINYL FIXED WINDOW N PRESSURE RATING
NOT RATED FORVARIES PER GLASS TYPE,SEE
IMPACT RESISTANCE TABLES 4-0.SHEETS 6-8
1)THIS PRODUCT HAS BEEN DESIGNED 9 TESTED TO COMPLY WITH THE
IMPACT RESISTANCE TABLES 4.0,SHEETS 6-8
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 4-9
VELOCITY HURRICANE ZONE(H\MZ). MAX.BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE) (SHORT101111 LONG SIDE) I
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX.O.C.SEE 1.25'MAX
B,SEE TABLES 4-9 6"MAX. 01j SEE MAX.O.C.SEE TABLES 4-9
I
SHEET3_—F SHEET4
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE
4pprovcdaicardp1)1agw(1hftm
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR
UCK
Ff I Bid[
NOMI
MAX. LICK
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS VISIBLE OLE Dnta
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. VISIBLE
LIGHT WIDTH UGHTWIOTH 1,ffif",monIc.BIC. .
INSTALLATIONS. v bg
4)ALL WOOD SUCKS LESS THAN I 1/2"THICKIARE TO BE CONSIDERED 1X HEIGH SEE
IX WOOD SUCKS-ARE OPTIONAL IF UNIT IS INSTALLED DIREGTLY- S
TO SUBSTRATE.WOOD SUCKS DEPICTED AS 2X ARE 1.1/2"THICK OR GREATER, (LO OR
IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLYTRANSFER SHO SIDE)
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE f
RESPONSIBILITY OF THE ENGINEER,{EOR)OR ARCHITECT OF RECORD,{AOR). VISIBLE VISIBLE rc
A
LIGHT A,SEE C LIGHT 0,SEE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL-89 BEYOND WALL DRESSING HEIGHT SHEET HEIGHT SHEET
OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING __MAX;BUCK-
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL HE DONE BY
HEIGHT,SEE
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, MAX O.C. TABLES 4-9
SEE TABLES (LONG OR
0)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 4-9 MAX.O.C. SHORT SIDE) na
rn
SEE z:
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF _j
TRANSFERRING APPLIED LOADS,WOOD BUCKS,BY OTHERS,MUST BE TABLES cn
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE 41 j to. .1.0
WINDOW, c'4 I- —
B--W—"- I'MAXI. D—1 1.25-MAX. 4�-- N
O'A A
7)DESIGN PRESSURES:
A,NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J.CHANNEL 0
7 eL
. Lo
uMaO
ANALYSIS AND GLASS PER ASTM E1300. FLANGE FRAME(90°CORNERS) FRAME(90a CORNERS) U _'6
13,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL (ANCHORED THROUGH NAIL FIN) 85 N
1
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1303. 6'MAX. .26'MAX YZ
OMti
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 0 0
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE Z a.Z
33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 6"MAX.
0
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF MAX. z
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 11,D.C. MAX.O.C.SEE O.C.
SEE TABLES SEE
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA TABLES 4-9 0
BUILDING CODE FOR CORROSION RESISTANCE. 4-9 TABLES 0
4.9 Z 0)
LU
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS MAX.D.C.
PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE SEE TABLES
AUTHORITY HAVING JURISDICTION, VISIBLE 4-9 VISIBLE Z rang
LI HT LIGHT
10)REFERENCES:TEST REPORTS FTL.7697;ELCO ULTRACON NOA:ELCO HEIGHT HEIGHT
CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR MAX.BUCK w
PROFILES,LTD WHITE&SRONZCILIGHTER SHADES OF CAP COATED PVC
MAX.BUCK HEIGHT,SEE z
HEIGHT,SEE tu
EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD TABLES 4-0 5; 0
CONSTRUCTION,ANSIJAF&PA NOS 8 ALUMINUM DESIGN MANUAL TABLES 4-9 (LONG OR
VISIBLE (LONG OR VISIBLE SHORT SIDE)
LIGHTWIDTH SHORT SIDE) LIGHT WIDTH
Nlj LYNN
......
-GENERAL NOTES..........................i WMAX A_ ICENy,
ELEVATIONS.................................1
FRAME,GLASS&ANCHOR MAX,O.C. 6.MAX. 1.26* MAX.O.C.SEE TABLES 4.0 1,25*MAX. No.58705
OPTIONS.............................2 FORMULAS I I. MAX.
SEE TABLES 49
INSTALLATION,FLANGE& 70
-9 MAX.BUCK WIDTH SEE TABLES 4-9
4-311W (SHORT OR LONG SIDE)
MAX.BUCK WIDTH SEE TABLES 4
EQUAL LEG.....,...„..... 3 HEIGHT:BUCK
INSTALLATION,INTEGRAL FIN& (SHORT OR LONG SIDE) a
J-CHANNEL................_........4 TYP.EQUAL-LEGIBOX& TYP.INTEGRAL FIN&J-CHANNEL
GLAZING DETAILS........................5 FLANGE CURVED FRAME(CURVED OR ANGLED .........
DESIGN PRESSURE ...................
SOM&ASSEMBLY....S............. 9 OR ANGLED CORNERS) CORNERS) NAL
(ANCHORED THROUGH NAIL FIN)
A.LYNN MILLER,P.E.
P.E468705
TABLE It
Glass Description Table "A•-ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Typ6 # `P=TEMPERED
1 718°I.G.:118'A Exterior C +6/8"Air Space+118"A 4
2 7/8"I.G.:1/8"T Exterior Cep+518"Air Space+1/8"T 6
3 7161 I.G.:3/18"A Exterior Cap+1121 Air Space+3116•A 6 Q
4 718"I.G.:3118"T Exterior Cep+112"Air Space+3118"T 7 BOXOR
6 1"I.G.:1/4"A ExtedorCap+1/2"AIr Spaoe+1/4'A 6 EQUAL
8 1"I.G.:1/4"T Exterior Csp+1/2"AIr Space+1/41 T 9 FLANGE LEG
o a
TABLE 2:ANCHORS INSTALLED THROUGH FRAME - - - --
Min.Edge MIB. 'MIN,OF 3THREADS
.
Group Anchor Substrata BEYOND THE METAL
Distance Embedment* SUBSTRATE.FOR
- - STEEL STUDS,MIN_-- -
#10 SMS Muthem ne6-0. /1 Fu=45 KSI. ------ U =
(steel,188 B.S. Steel,A33• 3/8" 0.050"
or 410 S.S.) Steel Stud,A653 Gr,33• 318" 0.0451"(18 Ga.) 'UNGROUTED CMU
A Aluminum,6083-T5` 318" 0.050" VALUES MAY BE J-0HANNEL INTEGRAL
P.T,Southem Pine($G=0.65) 7116" 13/8• USED FOR GROUTED FIN a
CMU APPLICATIONS.
3116"steel Ultracon Concrete(min.2.85 kel) t" 1318°
Ungrouted CMU,(ASTM C 90 2-1/2" 1-114"
#12 SMS P,T,South in Plne(SG= .56) 9/16" 1-318°
$ (steel,18.8 S.S. Steal,A38• 3/8" 0.050"
or 410 S.S.) Steel Stud,A653 Gr.33• 318" 0.0451"(18 Oa,)
Aluminum,6063-75* 378" 0.063"
114"steel Uttracon Concrete(min.285 Kai) 1" 1-3/4°
C ngrouted CMU,(ASTM C•90) 2-112" 1.1/4" ALL AW),AND OBTAIN
WINDOW SHAPES QUALIFIED,COMMON EXAMPLES DESIGN
SHOWN,INSCRIBE THE SHAPE INH BLOCK TS8-8SEE EXAMPLES
1/4"steel CreteBex Concrete(min,3.35 Kai) 1" 1314° BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.9,SHEETS 8.8.
1/4"steel Ultraoon P.T.Southern Pine(SG=0.55) 1" 1-wallLONG LONG LONG SHORT
I--'— SIDE"--I I+-•----SIDE-- -I ----SIDE SIDE
114"steel Crelefiex Ungrouted CM ,(ASTM C-90) 2-112" 1-114• T i—- — —— r —— ——-� r -—- —— -
P.T.Southern Ptne(SG=0.55) 1" 13/8" T
D 1/4"steel P.T.Southern Pine(SG=0.65) 1" 1318° �
Aygrs Gator Grouted CMU,(ASTM—C90) 7 Z, f' y
1/4"steel Ultracon Concrete(min.2.85 Kai) 2-112" 13/4" ( , L Approved nnromptylca,+uh m"
114"steel Cretetlex Concrete(min.3.35 ket 2-1/2' 314' LONG LONG LONG LONG LONG Pioddn ntdiux od
114"steel Agora. ator Concrete in.3.275 Kai) 1-112" 1-318' F- BIOS -^i I— SIDE_ i F-- SIDE --i F- SIDE •-1 h SIDE --i o 0nle Jr'
r--- r— TF—_ r_ -i r- -I a rYOAN [.
M m do Product
11 • NI ! >� � By
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Min.Edge Min, l L J L ,.1
Group Anchor Substrate Distance Embedmenr �tiitl rrirr
oniJef outbemPinelSG=.J 8" 2-7116" do LYNN
2-1/2'Ring-shank Roofing NO P.T.Southern Pine(SG-.65) 3/8" 2-7/18• ti iS> y}CENSF'''Fg
*: �r
10 Truarthead SMS Aluminum,6083-T5• 316• 0.050" VINYL FIXED WINDOW NOA(NI) 919/14 No.68705 _
(steel,1"S.S. Steel Stud,Or.33• 3/8' 0.0451" 18 Ge.
F or 410 B.S.) ( ) S GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI o
Stell,A38' 318' 0.050'
P.T.Bout hBrn Pine(SO=.65) 9/16° 13/8' •MIN.OF 3 THREADS ® %,�Qfi•,, STAG :.S `
#129MS L Lo FtOR10P.''
Aiuminum,6083-T6` 318' 0.063° BEYOND THE METAL CERT.OFAUTH.#29288
(steel,1843 S.S. Steel Stud,Gr.33" 318• 0.050• SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE L L` 'rrrSjONAL `0
or 410 S.S.) STEEL STUDS,MIN �8 r r!111
Steel,A38' _ 318' 0.050' Fu-46 KSI. N,VENICE,FL 34275 o d A.LYNN MILLER,P.E.
(941)-4801800 PW-5420 NTS 2 OF 9 Qz MD-6420.0 a p,E.N G8705
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. SUCKSTRIP INTO CONCREMCMU.
SEE NOTE 2,THIS SHEET. I...
OPTION 1 EMBEDMENT I EMBEDMENT
ANCHORED 2X WOOD
—..�- EDGE DISTANCE SHIM 114•
FRAME INT02X WOOD
FRAME OR BUCKSTRIP, 2 4 SHIM
SEE NOTE 2,THIS SHEET. _r EDGE «'; t� EDGE
FLANGE C-a EMBEDMENT DISTANCE _ ' 5' - DISTANCE
FRAME n 1 1
SHOWN
_ ---—- TYP.ANCHOR 7Y
P
E'
EMBEDMENTAND
SHIM TYP.ANCHOR TYPE, 1•THICKIO
EMEDMNTANDEDGE2 — _ --'-
DISTANCE EDGE DISTANCE PER
TYP.ANCHORTYPE, SUBSTRATE,
-- - —.- -- :-."- SUBSTRATE.SEE
EMSEDMENTAND
EDGE DISTANCE PER SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2.
B ,.•
SUBSTRATE,SEE
TABLE-2,-SHEET 2. El—.. D� _ 718"THICK 1.0.
FLANGE EXTERIO -- i _ -- 7
FRAME n_ VISIBLE LIGHT WIDTH ��'�""1 EDUAL-
SHOWNV LEGMOX
71W 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,FSC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2.
BUCK VISIBLE PER TABLE 2,SHEET 2,ALL WOOD BUCKS LESS THAN 114•MAI(•
HEIGHT LIGHT 1.112'THICKARE TO BE CONSIDERED 1X SHIM
HEIGHT INSTALLATIONS.IX WOOD SUCKS ARE OPTIONAL IF #10 OR#12 STEEL 114'MAX.SHIM
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(G6),SEE
BUCKS DEPICTED AS 2X ARE I-lW THICK OR TABLE 2,SHEET 2, +
GREATER.IX 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 OR HEIGHT(ALSO REFERRED
TO AS DAYLIGHT OPENING)19 MEASURED FROM
1'THICK 1.0. EQUAL +lpproved e3 cmgpiTioO%rllh Ib►
BEADING TO BEADING. FLANGE LEGIBOX Fior{dq aldlay d
FRAME
SHOWN FRAME - Onto
I�--, TYP,ANCHOR TYPE, SHOWN tiO m16 da Prodac#
EXTERIOR I I DISTANCE EMBEDMENT AND
ER EDGRATE, �O EXTERIOR 0 ttp
LFRAME
(—f SEE TABLE 2,SHEET 2. INSTALLATION INSTALLATION
OPTION 4 OPTION d
114'MAX.SHIM ANCHORED THROUGH FRAME INTO METALH '.'111 i ILYNN 11j1 Jj�r
FRAME INTO METAL `. pp1 LYNI,4flPE err
I T = VINYL FIXED WINDOW NOA(N1) 8/9/14 _ 'Y' N0.58705 *'
a• EMBEDMENT
VISIBLE LIGHT FORMULAS FLANGE&EQUAL,-LEG/BOX FRAMES J ROSOWSKI ;-o , ��.�L3 ��
• 2-
WIDTH:BUCK WIDTH-4-3118" +-m %A• -ST FPO 2-�
INSTALLATION . ..
N 2 HEIGHT:BUCK HEIGHT-4-3113' Lo •.,•R'LORIpP,,•' \
ANCNOREDOPTIDTHROUGH EDGE DISTANCE CERT.OFAUTH.#28246 N Nv '���'rSSIONAi �ZyG�
66704
1070 TECHNOLOGY DRIVE
FRAME DIRECTLY INTO VERTICAL SECTION B-B a '"II"4j1
coNCRETEIDMu. N.VENICE,FL 34276 v ;,
{841)-480-1600 y PW-6420 NTS y 3 OF 9 0£ MD-6420.0 z A.LYNN MILLER,P.E.
.E.M
IflUrortd as to"Illag atth ft
- - 716"NOM. 7/B'NOM. —�•� 7f8"NOM. 7/8"NOM, �+— FloridA uldlu$ a
f y Uutt 9 t
118"A GLASS— 118"T GLASS 3116"A GLASS — 3116"T GLASS IlllAnl A.a era uG Lmru
518"-=AiR SPACE — -_ Ry
— =-_ 618"--AIR.SPACE_ _ -- „ _ 112"AIR SPACE- _ 112"AIR SPACE
-
1!8"AGLASS 1!8"T GLASS - -- -__ _ -- ---
3118"AGLASS 3!i B"T flLASS
]EXTERIOR <]EXTERIOR ]EXTERIOR (�]EXTERIOR z
N
_DURASEAL, DURASEAL, DURASEAL, — DURASEAL, L
SUPERSPACER_—= SUPERSPACER SUPERSPACER -SUPERSPACER
- -OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER a
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4
� rq •naK
4)
as ot� O
Z LL U)LL fD UMOI
11NOM. 1"NOM• �-{ 2 co •aN
( I i
EXTERIORz �°of .- r. avo
114"A GLASS 1/0"T GLASS tn'NOM.OLA95 z p0.•z 4 LL
BITE TYP.
75 R 78 R 77 Z 0
1!2"AIR SPACE 112"AIR SPACE 74
114"A GLASS-, 110"T GLASS, 5 d taaus
�]EXTE ! Ra EXTERIOR 0 z Q N
DURASEAL, DURASEAL, 78 QrF2S
SUPERSPACER SUPERSPACER ,
OR CARDINAL SPACEROR CARDINAL SPACER o t 7
GLASS TYPES GLASS TYPE 6
{ : .., . ..
TYP.GLAZING DETAIL L 43% 4
LYNNM/r ir
•UtCENSF''•�F,p
* No.56705 *'
OIAZINO NOT S: Q•
E !(t
'A"-ANNEALED
r�i� ;ORIOp.•' ���`
'r oTEMPEREp i� �s1 .,.. .•fly``.
A.LYNN MILLER,P.E.
P.E.958709
TABLE 4:
Window Design Pressure,(+i-paQ w°+�+°ab
for Gt°e° 1
1/8"A Cap-Airspace-1/8"A Type:
Window Long Side Qn) TABLE DIMENSIONS MAYBE
Dimensions 61,05 54 66 58 82 64 88 72 76 80 84 87 ORIENTED VERTICALLY OR
18 +801.93.7 +801.92,6 +80%91.9 +801.91.3 +80/-90,3 +801.89.8 +80!-88.0 +60%88.2 +801.87.5 +801.88.9 +80/56,4 +801-88.1 HORIZONTALLY AS SHOWN.
20 +801.86.4 +801.85.2 +801.84.6 +80!.63.5 +80/50.8 +779.4 +1.77 +/.75,2 +1-74 +1-73.1 +/-72.2 +/-71,5 SONO gpp�d°stamplylaswit681E.
SIDE Florid ButdlnA
-22 +801.00.3 +175.2 +/--73.3 +1.71.6 +/-68.4 _+/-87 +1•$4.4 +!•62,6 +1-60.7 +/-59.2 4158 +1-57.1 LON081DE D"to
24 +/-75.6 +1.71.3 +/-88.2 +1.65.7 +/-60.7 +/58.5 +/-55.3 +153,1 +/-51.1 +/49.7 +/48.2 +/47.3 NO:,
DO eprodu
26 +/-71,7 +170.2 +/-07 +1.63.5 +/.58,7 +/-54.7 0.50.0 +147.7 +1.45.5 +"3.7 +/-42,3 +/-01.2T
-.-
SHOR
28=-� +1-88.3 --+L•87 - ,+1.88.1 -_-_+1-83:5 +1.56.3.-�.+t-64_ +t-q95,:=+1•_45.5 +1-42.8 +1-00.3 +158 t/-37.1 BIDE
ny
--
SHORT ,•�,
^c 30 +/•85.6 +1-84.1 +/53.2 +7.62.4 +/56.8 +/54.4 +/48.7 +/�6.4 +1421 +/38.0 +/38;4 L - 'SIDE- -- -
32 +1-03.2 +/-81.7 +/-80,8 +1.59.9 +/.57.8 +1.54.0 +7-60.2 +145.9 +/-42.5 +1-38,9 E
•u1 34 +/-81.2 +/-t'r9.6 +158,8 +157.8 +1.56.3 +1-55,1 +1-50.8 +146.4 +/-43.2
-__._36 _ s/59.6 +1.57.9 +138.8_ +1.65.9 +/-64.4. +/53.7 +/-50,B +148.6 r - LONG SIDE ►�
___ _ _ a
38 +1-58.2 +1.68.4 +158,3 +1.54.3 +/.52.7 +/-52 +1.49.5
40 +/-57.1 +1.55.1 +1-64 +1-63 +1.51,3 +1.50.5 °
42 +/-58,2 +154,1 +/-52,9 +/-61.8 +150 TMTH PACING FRAME PER ANCHORING MAX.D.C.SPACING IF ANCHORING SHORT
MAX.%.O.C.SPACING I
ER SHEETS 3&4 THROUGH THE INTEEGRALFIN PER SHEET4 SIDE S
44 +1.55.6 +/33.3 +/•52 +/-50.8 +
APPLIES TO A,9,CORDANCNORS APPLIES TOE ORFANCHORS
48 +/-54.9 +152.8 +151.1I rn 3
48 +1-53,5 +/50,8 (SEETABtE 2) (SEETABL£3)
o o
61.06 +150.8 u" 4" cli
SHORT
SIDE 9A A
O..I Q? d
Z I.L 1� UMO/0
z
TABLE 6: U z O( 'oN
Window Design Pressure,(+/-paf �e'a"m�b I� COU 7ruw
for Ou°+ 21/8"T Cap-Airspace-118"T Trp.: o d ? m
W)ndow Long Side Qn) o
Dimensions 60,928 64 60 8B 70 74 71 80 84 87 92 97 99 Z o
32 +801-98.2 +0-96.8 +BOt-95.8 +0-94.7 +801-93.9 +80/-02.4 +801-91.4 +80/-90.5 +801$9.5 +80158.7 +00157.7 +801.88,7 +801-80.4 F
34 +801.94.5 +801-92.8 +801-01.8 +801.90.9 +801-90 +00%88.6 +801.87.5 +801.88.6 +80/55.6 +80/54.7 +BW-83.8 +80152.8 +80152.3 ce p I8°us
36 +801-91.4 +60/-80.8 +801.80.5 +80/-87.6 +60150,7 +801.85.1 +80154 +801-83.1 +801.81.9 +80751.2 +/-80 +1.79 +1.78.7 z tty i-
38 +801.88.6 +801.88.7 +801-85.6 +801.84.8 +60153,7 +80t•82.1 +80%81 41-80 +178.8 +/-78 +1-76.9 +1-76.8 Q w Z
40 +801.88.3 +SW.84,3 +601.83.1 +801.82.1 +60/51.1 +/-70.4 +/.78.3 +1-77,3 1 +1.76 +1-76.2 +/-74 °I
5 42 +801.84.2 +801-02.1 +801.80.9 +/-79.8 +/-78,8 +677 +1.75.9 +1.74.8 +/-73.8 +1-72.7 O ILL� z
44 +801.82.4 +80/50.3 +179 +1-77.9 +1.76.8 +1-75 +1-73.7 +1.72,7 +1.71.4 N
rn 46 +80/50.9 +/78,8 +/-77.3 +/-76.1 +/-75 +1-73.1 +/-71.8 +/.70,7 j 0.
g 48 +1.79.7 +/-77.3 +/-75,9 +1-74.e +1.73.5 +1-71.5 +1.70.1 °l7tt •a°°°a°rt°S
50 +/-78.6 +1.761 +174.8 +/-73.3 +/-72A +1.70
AP,UESTOB,CORDANCHORS R UGHTHEP
52 +/-77.7 +t-76.1 +1-73.6 +/-72,2 +/.70.9 O.C.SPACING IF ANCHORING ACINGIFANCHORINGeG,��
64 +-77.1 +1.74.2 +/-72,8 +/-71,g TNROUGHTHEfRAMEPERSHEETS3&4 TH_ NTEGRALfINPERSHEET4 NOTES: ;`� F
56 +1-7e.8 +1.73.8 +/-71.9 P APPUESTOP ANCHORS 1)BUCKDIMENSIONS SHOWN. Q�:.• itiOtN3ir '.fr r
(SEE TABLE 2) (SEETAetf 3) No,r58705
68 +/70,3 +673.1 y, 4„ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _
00,028 41.78 1 NEXT AVAILABLE SHORT OR LONG DIMENSION. _
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), gTA 77
FIND THE SMALLEST SQUARE WINDOW SIZE IN '0 'y
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �,,f�(.''•,kGORIDP•• 0,�\.`
WINDOW WILL COMPLETELY FIT WITHIN. SS1NA .�
01011101,
jN
A.LYNN MILLER,P.E.
P.E.9 58705
TABLES:
Window Deelgn Pressure,(+I-pal) Use Inh table TABLE DIMENSIONS MAY BE
tar Oiess 3 ORIENTED VERTICALLY OR
3/16"A Cap-Air9pace-3/18"A 'rypa:l I HORIZONTALLY AS SHOWN.
Window Long Side in LONG
Dimensions 60,65 71 73 75 1 78 80 1 85 86 89 92 96 99 BIDE
`•�--- LONG SIDE --+-
32 +176.8 +1-78.4 +1-74.3 +1.72.6 +1-70.8 +159.3 +1$8.2 +155.7 +1.84,1 +/$2.e +/$0.8 +1.50.8 10" j
34 +/-73.7 +/-73.3 +1.71.3 +1.69.7 +/-66.8 +1-85 +1-81 0-80.3 +/58.1 +1-56.3 +J-54.7 +/63.8 x1.>proveda;cnmpiytnglthtks
38 +1-71 +670.5 +189.8 +/$7,8 +/-e4.4 +/52,6 tf•SZ2 +058.3 +1-54.7 +(.52.9 +1-50.9 +149.7 SHORT Doted Uuldlnp 15�A
88
SIDE NQA
38 +1-68.0 +l .1 +/.67,4 +1•08,8 +/_83.5 +681 +/-55.0 +154,9 +152.7- +!•50.6 +1.48.2 +/-08.4 SHORT M m10 dePredau' tra4
40 +1$0.4 +/$6,9 +/-65.2 +/-84.6 +1.63.2 +1.80,7 +/55.1 +/-54,2 +/52 +149.7 +1.56.4 +/-45,2 SIDE
42, _ +PMA +!-04 +/-63.3 +/$2,8 461.7 +1.60.5 +665.1 +/•54.2 +-51.7 +/-49.1 +146.3 +/-44,5 Ily
44 +1.62.0 +/$2.4 -+/$1,8 +/-60.9- +/-60 1.1=59.4 +/551 . +4-64.2` " +1-5`1:8= +/.49.1 -+/48:1 +1-44.5 _
48 +1$1.5 +1.86.9 +680.1 +1-59,4 +P56.4 +1-57.8 +/-55.1 +1.64.2 +151.6 +149.3 +/48.3 444.5 6NO SIDE----►l
49 +1.60.2 +!•69.8 +1-58.8 +/a +1-57 +/•58.4 +655 +1.54.2 +1.51.8 +1.49.5 +146.4 +1-44.8 SHORT T a
50 +1.59,1 +1-58.5 +1-57.6 +158.8 +/•55.8 *f-55,1 +153.7 +1.53.4 +151.8 +149.5 +/-48.0 SIDE le y LONG
52 +658.1 +137.5 +656.6 +155.8 -+/-54:8- +1-64-- +152.5-_+652.2 +151,6_ +/.49.3 1.t SIDE
54 +157.3 +1.58.8 +1.55.7 +/-54.8 +/-53.7 +1.53 +/-51.4 +651.1 +/-50.4 t- a
69 +/-59.6 +1.55.8 454,9 +(-54 +1.52.8 +/-52 +1_50,4 +1.50.2
57 +1.56.3 +155.5 +654.6 +/53.6 +/-52,4 +1.51,8 +/-50 NOTES: d. S2
80 +/-55.5 +164.7 +1•53.8 +/-528 +(•51.3 +/-50.6 1)SUCK DIMENSIONS SHOWN, SHORT
62 +1.65.1 +1.54.2 +1•53.1 +1-521 +1.50,7 MAX.04 SPACING IF ANCHORING MAX,O.C,SPACING IF ANCHORING 2)FOR SIZES NOT SHOWN,ROUND UP TO THE SIDE O p
THROUGH THEFRAME PER SHEETS 3&4 THROUGH THE)NTEGRALFIN PER SHEET4 NEXT AVAILABLE SHORT OR LONG DIMENSION. Y u')
a e)o0
84 +t-54.8 +1-63.9 +152.7 +1-61.6 U, N c�i
APPLIES TO A,B,COR DANCHORS APPLIES TO£ABLES) HOflS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), ,J A
8e +1.54.6 +/53.0 +!•62,4 ( ) (TO E OR F A C4
(SEE TABLE ) FIND THE SMALLEST SQUARE WINDOW SIZE IN O Cy C�
88 +/53.0 +1.53.1 t unw0
15° 3°FOR F:ANCHORS,4"FOR F ANCHORS THE TABLES)ABOVE WHICH THE ARCHITECTURAL ,�Z rte-li t�0
69.65 +1-526 WINDOW WILL COMPLETELY FIT WITHIN. a( aCO� eN
TABLE 7: o)ly CO Y ,.L ahl0
Window Design Pressure,(+I-psf) use this I.EN o> O O 'z m 0)
for Oaee 4 0.Z fn
3116"T Cap-Airspace-3/16"T IYPe: .. O LU O
Window ng Side In
z ttY I.
Dimensions 61.52 83 85 87 89 92 9497 99 103 107 110 113 118 122 126 132 138 144 d ~ 7-as
48 +801.94 +80/-03.3 +801.92,6 +80/•91.7 +80691 +801.89,9 +80/59.3 +801-88,4 +801.07.9 +e0686.8 +601.85,9 +801.85,3 +80684.7 +801$3.8 +BO/-83.1 +801$2,5 +801.61.7 40.80.9 +BDI.80.3 ® 2
48 +801.91.6 +80%90,9 +801-90,1 +801.89.3 +801.88.5 *W/-87.5 +801•86.8 +80!55.9 +801-85.3 +80%64.3 +801.83.3 +80182.7 +80152.11 +80/$1.2 +80/50,6 +1•79.9 +1-70 +1-78.3 $ �
50 +80159.6 +80158.8 +80157.9 +801-87.1 +80150.3 +80/55.2 +80%84,5 +S(%83,6 +80%83 +80!52 +60/-81 +80150.3 +/-79.7 +1-78.7 +178.1 +1.77.4 +1-76.6 0 W ")
52 +80I57.9 +80/88.9 +80/80 +801.85.1 +801.84.3 +801.03.2 +80!52.5 +801-81,5 +801.80.9 +/-79.8 +1.78.8 +/-78.1 +1-77.5 +/-78.5 +1-75.8 +/-75.2 0.
54 +80155.9 +801.85.2 +60/54,2 +60153.3 +801.82.5 +801.81.3 +80/•80,8 +1.79.8 +1-79 +1-77.9 +/-78.8 +678.2 +/-75.5 +1-74.5 +673.8 u z
Be +801.84.4 +M-83.e +80/52.8 +801-81.7 +80f-80.8 +1-79.7 +1-78.9 +1-77.9 +1-77,3 +1-76.1 t/-75 +/-74.3 +1-73.7 +1-72,8 z a
58 +80153 +60152.2 +801.81,2 +80/50.2 +1.70.4 +/-78.1 +1.77.4 +1.78,3 +1-75,7 +/-74.5 +1.73.4 +/.72,7 1 +1-72 5: p
e0 +80/51.8 +W-8i +/-79.9 +1.78.0 +1.78 +1.79.7 +1.78 +1-74,9 +674,2 +673 +/-71.9 +/-71.1 e))u V-Aa ssues
82 +80/-80.8 +1.79.8 +1-78.$ 1.l-77.8 +/-78.8 +/-75.6 t/-74.7 +J-73.8 +/-72,8 +/.71.8 +1-70.5 -"-
A 64 +1.70.8 +1.78.0 +1-77.8 +/-76.7 +/-75,7 +/-74.3 +1.73.5 +l-72.4 +1.71,8 +/-70.3
67 +1-78.8 +1.77.7 +1.78.4 +l-75.3 +674.3 +1.72.8 +172 +1-70.7 +1-70 `�� flNV LYNN girt i��f
68 +1-78.3 +1-77.3 476,1 +l-74.9 +(-73.8 +/-72.4 +/-71.5 +/_70.3 `���� ''�tCENSS'•.lc�p'�
70 +/•77.7 +/-78.7 +1-75,4 +/-74.2 +/•73,1 471.6 +1-70.0 * No,58706
72 +/•77.2 +/•78.1 +1-74.8 +1-73,5 +/-72.4 +670.8
74 +1-78.8 +1.75.7 +674.3 +1-73 +/-71.8 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IFANCHORING -0 1,�
76 +/78.6 +1.75.3 +1-73,8 +/-72,5 TNROtXiHTH£FRAMEPERSNEETS3&4 THROUGHTHEINTEGRALFINPERSHEET4 -�3 " �I1s.�=
Q ST OF
76 +/-78.3 +/75 +673.6 APPLIES TO B,C OR D ANCHORS APPLIES TO FANCHORS r '•.,FjpfttOP••'' \�~
80 +(.78.2 +/.74.9 (SEE TABLE 2) ISEETABLE3) ���� ......... (j`�
91.62 +/-79.1 15.5" 3a" 1"'10NAL
A.L AA'JIL,LER,P.E.
P.E.#58705
TABLES:
Window Design Pressure,(+/-pef) Use this Idle TABLE DIMENSIONS MAYBE
for Glee 6 ORIENTED VERTICALLY OR
1/4"A Cap-Airspace-114"A Typo: HORIZONTALLY AS SHOWN.
Window Long Side(In) LONG
Dimerlalone SIDE
81.62 e3 86 87 89 92 94 97 fI8 703 107 110 111 LONG SIDE -
46 +1.87.1 +/-88.7 +/.88.1 +1-85.3 +/-83.2 +1-80.1 +/-58 +1.55.1 +1-53,5 +/51.3 +/A8.8 +/.48.8 +1.80.4
48 +1.85.4 +1$5 +1-64.3 +/-63.8 +1.62.8 +1-59.6 +1.57.0 +154.9 +1-53.5 +/•50.6 +1.47.9 +/-48.3 +/-45.7 A1pPrD1vd93"m gMflftht
SHORT Flarl ByWI
50 +1-83.9 +/-63.4 +162.0 +/-62.2 +!•81.6 +/-59.4 +/57.2 +1-54.9 +/-53.5 +/-50.8 +/-07.3 +l 45.9 +t�15.4 SIDE �/ r_ DDtc
52 4.62,6 +/-621 +1.01.4 +/-60.8 +/.80.2 +159.2 +157.1 +/-54.7 +/-53.5 +1.50.6 +I-07.5 +/-45.7 +1-05,4 SHORT Z A
�� SIDE Allaml ads Prat G IMI
54 +1.81.4 +1.80.8 +/.80.2 +/-59.5 +158.9 +/-58.1 +156,9 +1.54.7 +1-53.3 +1.50.6 +!-d7.5 +1-45.9 +/-45.4 I,
56 +1.80.3 +159.7- +/-59 +/•58.4 +t-57.7= _+1.50,9 +1.60.4 +/-54.5 - +153.3 +1.50.4 +1.47.5 +/-45.9 +145.5
58 +/59.3 +1.58.7 +1-58 +/-57.3 +/-58.7 +1-558 +1.55.3 +/•64.4 +1.53.1 +1-60.4 +/-47.7 +/-45.9 +1.45.5
60 +/50.5 +1.57.8 +157,1 +/-58.4 +155.7 +1-54.8 +/-64,3 +1.53.5 +/•52,7 +1.50.4 +(.47.7 +1-45,9 �- LONGSIDE --•►{
62 +/.57.7 +1.57.1 +150.3 +/-65.5 +/54.9 +153.0 +/53.3 +1-62.5 +152 +1«49.9 +/-47.7 LONG w
64 +L-57 +/-58.4_ +/-55.5- +154.8 +/-54.1 +1-53.1 +/52.5 +/-61.7 +/-51.2 +1.49.3 SHORTFF-;---
SIDE
a
67 +/•58.2 +1.55.5 +1.54,0 +/-63,8 +/•53 +/52 +1.51.4 +1.50.6 +150 - __ SIDE n
68 +/55.9 +1.65.2 +1-54.3 +/.63.6 +152.7 +/-51.7 +1.51.1 +/-50.2 p
70 +1.55.5 +1.54.8 +/-53.8 +1.53 +/52.2 +/-51.1 +150.4
72 +/-65.1 +1.54.4 +153.4 +1.52.6 +1-51.7 +/50.0 I
MAX.O.G PACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING NOTES: '-1 SHORT t-'- •nay
74 H•54.8 +1-5d +153 +1-52.1 ++51.3 1)BUCK DIMENSIONS SHOWN. SIDE a rn 0
76 +/54.8 +/-53.8 +152.7 +J-51.8 THROUGHTH€FRAME PER SHEETS 3&4 THROUGH THE MTEGRAtFIN PER SHEET4 er o�0 O a
78 +l-53.0 +1520 +/-51,8 APPUESTOA,B CORDANCHORS APPUESTO EOR F ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UPTOTHE }n R
NEXT AVAILABLE SHORT OR LONG DIMENSION. l9 N
BO +/52.8 +-51.a (SEE TABLE 2) (SEE TABLE 3) 0 N
15" 2.G"FOR EANCHORS,4"FOR FANCHORS 3)FIR ARCHITECTURAL WINDOWS(SEE SHEET 2), j a g
81.52 +/51.5 1 FIND THE SMALLEST SQUARE WINDOW SIZE INp c
Z TIL f0 UMD/ G
THE:TABLE($)ABOVE WHICH THE ARCHITECTURAL S L x
WINDOW WILL COMPLETELY FIT WITHIN, C�z_
TABLE 9: ge tris table > SO O 9ma
Window Design Pressure,(+/-psn fer06s9 6 on 90 z U
114"T Ce -Airspace-114"T Type., z (:Z
LL
W(ndow Long Side on) Z -j m
Dlmendons 84.85 88 9D 92 94 97 ta0 102 106 109 112 116 120 124 128 133 138 144
46 +80%98.2 +901-05,7 +801.94.2 +601.93.5 +8W-92,8 +80-91.9 +801.91,1 +80/-90.5 +80%89,8 +801.68.9 +eD/•88.2 +801.87.5 +801.86.7 +801.86,1 +001.85.5 +60/54.8 +801.84.1 +80/43.5
F17 faa4S
48 +501.93.7 +801.93.2 +80%91,8 +eat-90.9 +W-90.2 +80%89,3 +80-68.4 +801.07.9 +901570 +80/-W.2 +801.85.5 +eot-84.7 +80/-84 +0•83,3 +801.827 +801.82 +801.61.3 +80/•80,6 Z tis
60 +801.91.8 +00151 +801.89,3 +80/-811.8 +501.87.9 +e0/•Be,9 +801.66 +801.85.6 +80/-84.7 +80/.63,7 +801-83 +00/•82.2 +801.81.6 +801.00.8 +801.80,2 +/-79,4 +-78.8 +/-78.1 F Q 2 F
62 +80 -89.4 +801.88.0 +801-87,2 +80-88.6 +801.86.7 +801.114.7 +801.83.8 +801.63.3 +801-82.4 +601.81,6 +801.80.8 +/-80 +179.2 +1.76.6 +1-77.8 +/-77,1 +/•76.4 S Z_
54 +00%87.6 +80-87,1 +eot-e6.3 +801.84.6 +8.83.8 +80-82.6 +801.81.8 +801.81.2 +80150.4 +/-79.4 +-79.7 +/•77.9 +1.77.1 +176.4 +1.76.7 +/-74,9 3 EL S
� d
56 +601.86 +60155,4 +801.83,6 +eo/az.e +801-ez +80181 +/•BO +1.79.4 +/-78,5 +/-77.8 +/•76.6 +-76,9 +1.76.1 +1.74,4 +173.7 U. Z
de +601.54.6 +801-63,9 +60-82.1 +801-81.2 +801-80.4 +179.3 +1-78.3 +177.7 +/-76.8 +1.76.8 +1-75 +1.74.2 +173.3 +/-72.6
60 +e0-83.2 +601-82.8 +601-80.6 +179.8 +/•79 +/-77.8 0-78.0 +1.76.2 +/-76.3 +1.74.2 +1.73,4 +1.72.6 +1-71.7 S In a
U 62 +801.82 +80[-81,3 +1.79.4 +178.6 +/•77.6 +/-764 +1.76,4 +1.74.7 +/-73,6 +t-72.7 +1.71.9 +/711 DfI3t �saa aDuas
64 +801-80.9 +8a/-80.3 +1-78.2 +1.77.3 +1-76.4 +/-76.2 +/-74.1 +1-73.4 +1-72.6 +/•711.3 +/-70.6 tip t t f f
SO +/-80 +/-79.3 +1.77.2 +1.76.2 +/-76.3 +/-74.1 +1-72.9 +1.72.2 +1.71,3 +/•70.1 `\�SON{ tYN-/X174
88 +179.2 +1.78.6 +1.78,2 +/-75.2 +1.74.3 +1.73 +/-71.9 +171.2 +1.70.2 ��,•' 4lCENSF •.Fp
70 +1.78.4 +177.7 +1-75,4 +144.4 +1.73.4 +/-72.1 +/-70.9 +1-70.2 No.58705
72 +/-77.8 +1.77.1 +1.74,7 +1.73.0 +/-72.6 +/-71.2 +1.70 -
74 +1.77.3 +/-78,6 +/-74 +/•72,9 +/-71.9 +1.70.5
76 +1.76.9 +176 +1-715 +1-72.3 +1.71.2 MAX,O,C,SPACING IF ANCHORING MAX,O.C.SPACING IF ANCHORING - -t �..
78 +/-78.6 +f 75.7 +l-73 +/-71.8 THROUGHTHE FRAME PERSH€ETS Sa4 THROUGHTHEINTEGRALFINPERSHEE74 ;.�Q'•- ST.h�
90 +-76.3 +h78,4 +1.72,6
APPLES TO B,C OR 0 ANCHORS APPLIESTOFANCHORS � '• rCORIpP,.•' `
(SEETABLE2) (SEETABLE3) �. . �\
83 +1.76.1 +/-76.1 IONAI-
Ilcuh�
84.86 +/-78
A.LYNN MILLER,P.E.
P.E.#58705
3.600" 3.500' 3.600" -- 3.600'
(+`-�I�»— .oe2• .66r —(.�'}• agr
1 lJ
1.483' 1 1.483' - 1A93" LTJ 1.483"
6 _L C c� j a �
ILJI
.826' 826"
-.�- - 1;376" 1^ JeCHANNELFRAME— .__ . ._.0FLAPIOEFRAME_ 1376"FQINTECRAL
FINFRAME EQUALLEGtBOXFRAME --
1.376" 864'
.864' _ 301° 178"
-
.D60"
ANCHOR COVER (D 7(8"BEAD x I'SEAD
TABLE 10:
# Psrt# Description Material
6 -c annaFrame
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 820120 Equal LegN3ox Frame PVC
5 620133 Anchor Cofer PVC
MITERED 6 1 720138 718"Glazing Bead PVC
CORNERS WITH 7 720135 1"Glazing Bead PVC
INTERIOR AND74 Backbedding,GE 7700 or Dow 791 Silicone
EXTERIOR
OR r Quanex Super Spacer nXf with Hat Melt Butyl Composite
78 Quanex Dureseal Spacer Composite
77 Cardinal M.Edge Spacer
M
cerCom site AFm°vtd s+tarop)y►cgwiih Ito
Fiorl Bwa
78 71848N Sattin Block 716"x 1"x 118",85+!-5 dura. EPDM onrt
npn#
61knw{Doda Pmituct
6
FRAME
ASSEMBLY DETAILS �! YNNr+tr���i
,'�'� •'��ccl4se F� '�.
ExTER{OR I"' r VINYL FIXED WINDOW NOA(NI) 919/14 ' 'Y` No,68705
g BOM&ASSEMBLY J ROSOWSKI ; 0
NOTES: C RT.OFAUTH.#28298 a� '�`t�'` fitORiO.;'•
1)SOME PARTS NOT SHOWN FOR CLARITY. n "' ���i SSS
2)J-CHANNEL FRAME SHOWN.PARTS#1.OTHER FRAME 7YPES APPLY. 1070 ECHNOLOGYDRIVE a� iJtf�10W,it`��
3)ITEMS#8.73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VE ACE,FL 34276 0 11 11 i t
d}ROYAL PVC TO 9E LABELED FOR AAMA EXTRUDER CODE. (941} 80-16011 PW-5420 h NTS 9 OF 9 o z MD-5420.0 L x° A L P E#MILLER,
P.E.
I
I
MIAMI-DADE I, MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(BER) l 1805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786) 315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wrvw.miamidade.eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by'Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The'iMiami-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 VelocityH
DESCRIPTIO : Series IIPW-5420 Vinyl'PVC I-xedWindow—N.I.
APPROVAL DOCUMENT: Drawing o. MD-5420.0
tit a myl Fixed Window NOA (M)", sheets I
through 9 of 9, 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.,l�
MISSILE IMPACT RATING:None.
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 4 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 ofjithis 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 I 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.14-0930.2
MIAMFDADECOUNTY Ex irstionDate: pri , 02
APPROVED
��23�l� Approva 1 ,2015
I/rI Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NI)", sheets 1 through 9
of 9, 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-5th
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. 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.
2. 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.
3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC ExteAor Extrusions for Windows
and Doors"dated 04/16/15, expiring on 04/16/20.
I%Ianu-el a P.E.
Product Contr Ex finer
NOA No. -0930.24
Expiration Date: ApA130,2020
' Approval Date: April 30,2015
- E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
it
F. STATEMENTS
1. Statement letter of conformance,complying with FBC -2010 and FBC-5'h 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 i!
1. None.
it
I
' fll
I
lid
i1
IV
Manuel Pe .E.
Product Control140.24
ner
NOA No.1
Expiration Date: April 30,2020
Approval Date: April 30,2015
E-2
GENERAL NOTES:SERIES 5420 IMPACT RATING OE91GN PRESSURE RATING
NON-IMPACT RESISTANT,VINYL FIXED WINDOW NOT RATED FOR VARIES PER GLASS TYPE,SEE
IMPACT RESISTANCE I TABLES 4.8,SHEETS&8
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 4.9 MAX,BUCK WIDTH SEE TABLES 4.9
VELOCITY HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) (SHORT OR LONG SIDE)
r 1.25'MAX.
2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B,SEE MAX.O.C.SEE_ TABLES 4.9 6'MAX. D,SEE _ MAX.O.C.SEE TABLES 49 1
SHEET3�- I SHEET4 L 4pproved et eampllinp wph gtc
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE :T Florid Bull lop
COUNTYAPPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR I 1 bnte 0
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS VISIBLE 'NOAII
AND CONCRETE WITH MIN.K91 PER ANCHOR TYPE. VISIBLE M nm Uedo Prod G Carl
LIGHT WIDTH MAX. UCK LIGHT WIDTH
HEIGH ,SEE _
4)ALL WOOD,BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED IX - I — I----------- -- -- BY
- -INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY --__ r_ _ _ _ _ _ TABL S_ R I
I __ = -
TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER. 1 - - (LON OR -, -- --_---- — --- -
SHO SIDE)
1XAND 2XBUCKS(WHEN USED)SHALL BEDESIGNED TOPROPERLYTRANSFER I / i i I / VISIBLE
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE VISIBLE
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). A i LIGHT A,SEE C I L1GHi C,SEE w
HEIGHT SHEET 3 i
HEIGHT SHEET4 Z
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALLBEBEYOND WALL bRE331N0 - i / - __ _ _ _ I
OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. MAX:BUCK
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING i HEIGHT,SEE
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY TABLES 4.9
OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX.O.C. ii (LONG OR T
SEE TABLES OC SHORT SIDE) N •noy
6)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 4.9 SEE ,}, rn
PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF T O O
TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE } TABL4 9 '•h h al°p Orq
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE I 1- Ur N N IX rq
WINDOW. B rt--- 6'MAX. (�— D —" 1.26'MAX. -- O
7)DESIGN PRESSURES; TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL Z u- �
A,NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME FLANGE FRAME 90"CORNERS FRAME(90°CORNERS) WU1�L x C
ANALYSIS AND GLASS PER ASTM E1300. (ANCHORED THROUGH NAIL FIN) 1 F- 000 O
z pM0
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL °N
TEST PRESSURE,FRAME ANALYSIS AND GLASS PERASTM E1300. 8,MAX O O Z O
0)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE Z d Z F LL
rn
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE B"MAX. f MAX. v z O
33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS `�
PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFMAX.D.C. MAX.O.C.SEE SEE ® O a us
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER SEE TABLES TABLES 49 as
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA q•B 1 TTA�BLES Z W
BUILDING CODE FOR CORROSION RESISTANCE, f �I_
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS \ MAX'O.C. •T 3 O
PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE SEE TABLES VISIBLE I Ll( Z el°as
AUTHORITY HAVING JURISDICTION, / VISIBLE q-9 / LIGHT 7S
LIGHT
HT HEIGHT 'LLLL.L
10)REFERENCES;TEST REPORTS FTL•7897;ELCO ULTRACON NOA;ELCO HEI � MAX.BUCK Z W a
CRE7EFLEX NOA;ELCO AOGRE•GATOR NOA;ROYAL WINDOW AND DOOR MAX.BUCK HEIGHT,SEE
PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC HEIGHT,SEE TABLES O
EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD / TABLES 49 (LONG OR BILI •arep seuag
CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL VISIBLE (LONG OR VISIBLE SHORT SIDE)
1 LIGHT WIDTH SHORT SIDE) LIGHT WIDTH 0y LYN&
L 1
B'MAX. IL� Q�,•'''L.ICENSF'•.�icp ii
GENERALNOTES....-...................1 II I II � •'•,
ELEVATIONS............-...................1 I 0'MAX, 1.26' Y"� MAX•O.C.SEE TABLES 4.9 —►1 i� 1,26'MAX N9.58705
FRAME,GLASS&ANCHOR I—� MAX.O.C. MAX, =
OPTIONS.............................2 VISIBLE LIGHT FORMULAS 9hF TABLES 49 --O
MAX,BUCK WIDTH SEE TABLES 4.9 —
INSTALL.ATION,FLANGE 8 WIDTH:BUCK WIDTH•43/1B' MAX.BUCK WIDTH SEE TABLES 4.9
(SHORT OR LONG SIDE)
EQUALLEG..........................3 HEIGHT:BUCK HEIGHT-4.3118' (SHORT OR LONG SIDE) %O,n'•., S TEO
INSTALLATION,INTEGRALFIN& TYP.INTEGRAL FIN&J-CHANNEL %�` '•,F<oRIDi+,.••'•C1��
J•CHANNEL..........................4 TYP.EQUAL-LEG/BOX& FRAME(CURVED OR ANGLED "...
GLAZING DETAILS..... 5 FLANGE FRAME(CURVED '�� ANAL
DESIGN PRESSURES.....e...........6-8 OR ANGLED CORNERS) CORNERS ''l l I I1 I t It,
BOM&ASSEMBLY.......................9 (ANCHORED THROUGH NAIL FIN)_
A.LYNN MILLER,P.E.
P.E.N 68705
TABLE 1:
Glass
®Description Table "A'=ANNEALED WIND OW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
T=TEMPERED
1 7/8'I.G.:118°A Exterior C +6/8"Alt Space+1/8'A 4
2 7/8'I.G.:1/8'T Exterior Cap+610'Air Spare+118'T 6
3 7/811.0.:3118"A Exterior Cap+1/2'Atr Space+31181 A 6 6 0
4 7/8'I.G.:3110'T Extador Cap+1/2'Air Space+3118'T 7 BOX OR
6 1'I.G,:714'A Extedor Cep+1/2"Air Spaoe+114'A 1 8 EQUAL t
8 1"I.G.:1/4*T Extedor Cap+1/2"Alr Space+1/4'T 9 FLANGE LEG
0 0
TABLE 2:ANCHORS INSTALLED THROUGH FRAME -
MinEdge Min. 'MIN.OF 3 THREADS
.
Group Anchor Substrate BEYOND THE METAL
Distance Embedment' SUBSTRATE.FOR
P, .SOU em Pine = 16 - STEEL STUDS,MIN
#10 SMS _--- Fu-46 KSI.
(steel,18.8 S,S, Steel A35• 318° 0105W
Or 410 S.S.) Steel Stud,A653 Gr,33* 318" 0,0451'(0 Oa. *UNGROUTEO CMU" INT�114
RAL
A Aluminum,6083-T5* 3/8' 0.050" VALUES MAYBE J,CHANNEL
P.T.Southam P ne(SG=0.65) 7116° 1318" USED FOR GROUTED Q
CMU APPLICATIONS.
3118*steel Ultraoon Concrete(min.2.85 kel) 1° 13/8"
Ungrouted CMU,(ASTM C90) 2-112" 1-114"
#12 SMS P.T,Southern Plne(SG=0.65) 9/76" 1.3/6'
B (steel,18.8 S.S. steel,736• $18" 0.050"
or 410 S.S.) Steel Stud,A93 Gr,33• 318" q.0451*(18 Ge.)
Aluminum,6063-761 310" 0.063°
1/4"steel Ultracon Concrete(min.2.86 kal) 1' 1-314°
C ngrouted MU,(ASTMC90) 2-1/2° 1.1/4" ALL W),ANDOBTAINWINDOWSHAPESESFO THCOMMONEXAMPLESSHOWN.RESSBETHESHAPEiNABLOCK{SEEExAMPLES
114°atEE)CfEleflex Concrete(min,3.35 k8! 1" 1-314° BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.8,SHEETS 8.8.
114°steel Ultraoon P.T.Southam Pine(SG=0.55) 1" " SDE DE SD° SspE136I — IE—
1/4"steel Crelefiex Ungrouted CMU,(ASTM C90) 2.1/2" 1-1/41 7 i-- -- ---t ---- ---� r --- ----
P.T.Southern PRO(SG=0.65) 1" 1.318" T C T
D 114"steel P,T.Southem Plne(SG=0.65) 1° 1318° oe og ode
Aggre Gator Grouted CMU, ASTM C90 2' 2" ,�i j Nv,
114°steel Itracon Concrete(min.2.85 ksq 2-112" 1—,V4-
U_5 1 1 2 P complying�tinh It.
714"alae!Cretefiex crete m n.3.35 kat 2.112° 1314* w r Proved or corn
LONG LONG LONG LONG LONG Florida utdiug od
1►4"etas!A gre Gator Concrete min.3.275 list) 1-112 1318" l" SIDE �I I SIDE I- sloE -i F- SIDE -i F" SIDE ►i 9' � Dna
-- i- i -- _ -F i- -i 7fr -1 rloAn
o sp{4ay M S�v�
ml D do Pr ud
Sof 1(el / ( Sy Sy �`
T BLE 3:ANCHORS INSTALLED THROUGH INTEfl L FIN Ni wii NNi i tt
Group Anchor Substrate Min.Edge Min, L y! ' t L L - -r t L. r
! x.737' M_ Distance Embedmenr �qt�Y LYNN M/(,
Common
2.112'Ring-shank Roofing NafiP.T.Southern Pure(SG=.55) 318° 2.7110" titCENs '•�Fg 'fr
•'
#10 Thmshead SMS — *r No.60705
Aluminum,6003-75" 318• 0.050" E VINYL FIXED WINDOW NOA(Ni) 919/14
(atee4r 10.8 S.S. * _
or 410 S.S.) Steel Stud,Gr.33* 31W 0.0451°(18 Ga.) G
F GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
Steri,A38" 318° 0.050" m STA
P.T.Southern Pine(SG-,65) 8118" 13MIN.OF 3 THREADS
18' '
#12 SMS �i � FLORIDGi\\�
Aluminum,6063-75, 318' 0.083' BEYOND THE METAL CERT. AUTH.#29298 �r
S
(sisal,18 8 S.S. Steel Stud,Gr.33' 318° 0.050' SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE N $ ''�r,
ar410 s,3.) Steel,A30' 378• 0 " STEEL STUDS,MIN ab
Pu=45 KSI. N.VENICE,FL 34275 & "e A.LYNN MILLER PE.
(941)-480-1600 PW-5420 NTS H 2OF9 IR MD-6420.0 "z° aE.nssros
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHOREOTHROUGHFRAME ANCHOREDTHROUGHFRAMEANDiX
INSTALLATION DIRECTLY INTO CONCRETEICMU, BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT
ANCHORED THROUGH —►} EDGE DISTANCE IW MAX. 1/4'MAX, L�
FRAME INTO 2X WOOD SHIM2 4 SHIM i
FRAME OR BUCKSTRIP,
SEE NOTE 2,THIS SHEET. E'r• a EDGE
G EMBEDMENT EDGE DISTANCE
FLANGE DISTANCE
FRAME
SHOWN O
TYP.ANCHOR TYPE,
1°THICKl,q.
^s TYP,ANCHOR TYPE
- — - _.= 1/4 MAX _ + EMBEDMENTAND
EDMEN
2 _ - _ --EM9TAND
-f �E00£.DI9TANCE,PER
SHIM` DISTANCE PER =
EMBEDMENT AND TYP.ANCHORTYP£ SUBSTRATE, r TABLSLIBE2SHEET 2
B EDGE DISTANCE PER SEE TABLE 2,SHEET 2 +
SUBSTRATE,SEE a
.:$._-_.._-TABLE-2..SHEET 2..:-_-_-_-__._ 7t$"THICK I.G. d
r.
FLANGE EXTERIOR - ------`_-- -... ..7- ED
SHO
-- ----
FRAME 1'}. VISIBLE LIGHT WIDTH LEGIBOX - ----- -�--_- ---
SHOWN V FRAME
7/S'THICKI.G. NOTES: BUCK WIDTH SHOWN
LISTED ONUSE LTABLE 2 SHEET 2.FOLLOW EMBEDMPROPRIATE ENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WNDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEELFRAMING OR STEEL STUD.
2)MASONRY ANCHOR$MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2.
BUCK VI$IBLE PER TABLE 2,SHEET 2.ALL WOOD SUCKS LESS THAN 114'MAX(
HEIGHT LIGHT 1.1/2'THICKARE TO BE CONSIDERED 1X SHIM
HEIGHT INSTALLATIONS.IX WOOD SUCKS ARE OPTIONAL IF
#IQ OR#12 STEEL --►{ 414'MAX SHIM
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(G5),SEE
SUCKS DEPICTED AS 2X ARE I-I/2"THICK OR TABLE 2,SHEET 2.
GREATER.IX AND 2X DUCK$(WHEN USED)SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �Q Q
TO AS DAYLIGHT OPENING)19 MEASURED FROM
1"THICK I.G. EQUAL- Approved as camnplying%vllh tin
BEADING 70 BEADING. FLANGE
FRAME LEOIBOX Flarlda uld agr d
SHOWN FRAME IYDotoQAN
TYP.ANCHOR TYPE, SHOWN C7 M tu1D dePro4uM '
EXTE i0R (j EMBEDMENT AND EDGE i
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 8 OPTION 5
IICMAX.SHIM ANCHOREDTHROUGH ANCHOREDTHROUGH 114'MAX.SHIM
INSTALLATION OPTION 5 EMBEDMENT FRAME INT02XWOOD INTEGRAL FIN INTO 2X WOOD EDGE DISTANCE
FRAME OR SLICKSTRIP.SEE FRAME OR SLICKSTRIP,SEE 111
ANCHOREDTHROUGH EMBEDMENT NOTE 2,THIS$MEET. NOTE 2,THIS SHEET.
INTEGRAL FIN INTO 2XWOOD
FRAME OR SUCKSTRIP.SEE - T
NOTE 2,THIS SHEET, EDGE 1 3
J-CHANNEL EDGE DISTANCE DISTANCE 5
FRAME
SHOWN
Luj EMBEDMENT
1114*MAX.-SHIM i'THICI I.
TYP.ANCHORTYPE,
EM13EDMENTAND
TYP.ANCHOR TYPE, EDGE DISTANCE PER
EMBEDMENTANDEDGE SUBSTRATE,SEE
DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. IL INTEGRAL TYP.ANCHOR TYPE,
SEE TABLE 3,SHEET 2. (SCREW SHOWN) J-CHANNEL FIN EMBEDMENT AND EDGE
(NAILSHOWN)_ FA ME FRAME VTHICK I.G, DISTANCE PER SUBSTRATE,
SHOWN EXTERIOR 7 SHOWN SEE TABLE 3.SHEET 2.
NOTES VISIBLE LIG IT WIDTH (NAIL SHOWN)
SUCK VIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION Ci-Ci
ANCHORS LISTED ON TABLES 2&3,SHEET 2.
7/S"THICK I.G. FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,F&C COMPLIANT ALUMINUMWEEL 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
SUCK VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD SUCKS LESS
HEIGHT LIGHT THAN 1Al2"THICK ARE TO BE CONSIDERED 1X
HEI INSTALLATIONS.IX WOOD SUCKS ARE OPTIONAL #10 OR#12 STEEL
IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE, 114'MAX.SHIM SMS(GS),SEE IM MAX
WOOD SUCKS DEPICTED AS 2X ARE I-S/2'THICK TABLES 2&3, SHIM
OR GREATER,IX AND 2X BUCKS(WHEN USED) SMEET2.
SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE.WOOD SUCK DESIGN
AND INSTALLATION 13 THE RESPONSIBILITY OF
I'THICK I.G. THE ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS
MEASURED FROM BEADING TO BEADING. DIOR 'kppm &qcompW1jgwIjhtb
P BE Florl4puldiflarede
FIN AN-to
FLANGE
LAN MAY BE
REMOVED
EMOVED)IN-FIELD Date
NOA0
M, a.Fr'
EXTERIOR
INTEGRAL FIN ml 0 at
EXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN n
U
3 AND EDGE DISTANCE PER '4j"
SUBSTRATE,SEE TABLE 3,SHEET 2.
INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8
FIN INS TALLATION THROUGH THE INTEGRAL FIN. INSTALLATION THROUGH THE FRAME,
FRAME IW .
SHOWN SHIMMAXINTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE SHE 2.
0
INSTALLATIONEDGE VINYL FIXED WINDOW NOA(NI) g 9/9/14 No.68705
OPTION 5 DISTANCE
ANCRO-REOTHROUGH VISIBLE LIGHT FORMULAS
J-CHANNEL&INTEGRAL FIN FRAMESJ-�j i ROSOWSKI
INTEGRAL FIN INTO 2X WIDTH:SUCK WIDTH
-4-3116' Sol
WOOD FRAME OR H.10.I i BUCK HEIGHT-4-3A V 0 X%
SUCK$TRIP.SEE NOTE 2, EMBEDMENT 0 h Q82A!
THIS SHEET. "9/0NAl-
VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE 11,11111sol
N.VENICE,FI_34275 vA.LYNN MILLER,P.E.
1(941)-480-1600 PW-6420 NTS 4 OF 9 MD-5420.0 P.E.#58705
Approved as romptyiog witlaft,
---►{ 718"NOM. 7/B"NOM. 7/8"NOM. - - —►{ 7/8"NOM, - - - Daldda u141u�.0 '
Mlaml Dade Frodud c ro
1/8"A_GLASS 1/8"T GLASS3118"A GLASS 3/16"T GLASS ay
— -
--5/8-AIRSPACE_ -___ =-_- =—S/B"AIRSPACE.._—=_ -_ _ ___- __ 112_AIR.SPACE _ _
1/2"AIR SPACE
1/6'A GLASS--\ 1/8 T GLASS--\ 3/18"A GLASS 3/18'T GLASS T.
a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR
DURASEAL, DURASEAL, DURASEAL, DURASEAL,
- - -_ - -
SUPERSPACER - _ ` "- - - SUPERSPACER - - - ---- ------SUPERS _ ----=SUP-ERSPACER_----
OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER
GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4
o
y ti a B,oO N
O
ZJ CNS,J �8
LL i(j LL m °MuiU ,L
r
IvWc� x c67"NOM, +{ 1"NOM. +{ EXTE IOR F m Y
W _ oM0
I a >
1/YNOM.GLASS Z a Z LL
rn
114"A GLASS 1/4"T GLASS 75 OR 70 R 77 BITE TYP. Z N
1/2"AIR SPACE 1/2"AIR SPACE 0 74 O ,Bawl
1/4"A GLASS 114"T GLAS a
® O
G]EXTERIOR �]EXTERIOR Q
DURASEAL, DURASEAL, 78 �Qtyy o
SUPERSPACERSUPERSPACER U. LL z N
OR CARDINAL SPACER OR CARDINAL SPACER o o
GLASS TYPE 5 GLASS TYPE 6 B,,,1 8684 6B $
TYP.GLAZING DETAIL
LYNN
`* No.50705
0'• 6TA OF 4!/�
GLAZING NOTES: �i S
"A"=ANNEALED �/ii`S/ONAI,
T=TEMPERED `
��IIIIIII��1
A.LYNN MILLER,P.E.
P.E.q 68705
TABLE 4:
Window Design Pressure,(+/-paQ We this'"bi0
for Was
118"A Cap-Airspace-1/8"A Type:
Window I Long Slde On) TABLE DIMENSIONS MAYBE
Dimensions 51,85 54 56 58 62 64 88 72 78 80 84 87 ORIENTED VERTIGAI LY OR
18 +801-93.7 +801-92.8 +80/-81.9 +801-91.3 +601-90.3 +0-89,8 +801-88,9 +801-88.2 +801.87.5 +801.88.9 +801.86A +BO/86.1 HORIZONTALLY AS SHOWN.
LONE 4pprmdestomplriagvdLh(i-.
20 +501.88.4 +80185.2 +801-84.5 +801•83.6 +80180.8 +/-79.4 +/-77 +/.75,2 +1-74 +/-73.1 +172.2 +I-71.5 SIDE Florid BuldlupC
22 +801.80.3 +1-75,2 +1.73,3 +1.71.5 +/$8A +1.67 +1.64.4 +1$2.5 +1.60.7 +1-59.2 +/50 +1.67.1 �-- LONOSIOE ✓ out
24 +175.8 +1-11.3 +/•88.2 +1 7 +1.60,7 4)-58.5 +1,5.3 +1511 +/-61.1 +149.7 +/-08.2 +147.3 NOAH
28 +/-71.7 +/-70.2 +167 +1.83.5 +/-50.7 +1.54.7 +/-50,9 +147.7 +145.5 +1.43,7 +1-02.3 +/-412 T
28=_ -+188:3= ..+187= +168.1 -+183.5=_.±L•5S.3_ . +/64, tj-496 +/-05,6 +1.42.8 +1-40.3 +/-38 +1-371 SHORT
�/ y
9�
_- SHORT
am Ds sr'rodo ist
(,� 8
30 +/-85.0 +/-04.1 +/-63.2 +-62A +/-60,9 +!54.4 +148.7 +1-06.4 ' +/421 -'+/-38.9=.;-+/38.4 � -:.- .- . :_=m � =SIDE_ `' =
32 +/.03.2 +/-81.7 +1.80.8 +/-59.9 +/-57.8 +1.54.9 +/-502 +1-05.9 4/•42.5 +l-38,9 -
'r5 34 +/-81.2 +169.6 +/,58.8 +/-57.8 +150.3 +/-W.1 +150.8 +/.}8.4 +143.2 a
N
c
-36--. +)-59.6_-_+157.9 - .. +/-58.8 +1.55.9 +134.4 +/-53,7 +1-50.8 +148.6 �- LONG SIDE - ►�
N 38 +/-58.2 +1.60.4 +1-55.3 +/•54.3 +1.62.7 +152 +1.49.6
40 +/-57.1 +155.1 +/-64 +/53 +1.51.3 +150.5
MAX.O.C.SPACIN ANCHORING MAX.O.C.SPACING IF ANCHORING SHORT LONE
42 +/56.2 +1.64.1 +1-62,0 +1-61.8 +150 SIDE SIDE
THROUGH THEFRAME PER SHEETS 3&4 THROUGH THEINTEGRALFIN PER SHEET4
44 +/•55.6 +/33.3 +152 +/.50.8
48 +)54,9 +152.8 +151,1 APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS
m
(SEETABLE2) (S£ETABLE3)
48 +153.5 +/50.8 35" 4^ �Q(}} d a o to 0
61.05 +/•50.0 SHORT G}
SIDE �, N c d
IO /p uMw
TABLE 6: U U_ X N a
Window Design Pressure,(+I- sf �otn>smn>a Z m k ass"°
1/8TCa Ai for Glass 2
" p-Airspace-1/8"T Type:
c CC �, Q a�
Window Long Side(In) r z d Z .. O W O
ID menslone 60,928 64 S8 68 70 74 71 80 84 87 02 97 99 Z �! m
32 +601.08.2 +80196.8 +801.95.6 +801-94.7 +801.93.9 +80/•92.4 +BOf-91.4 +801.90.5 +801.80.6 +601.88.7 +8W-87.7 +80/-W.? +801-68A Q r raays
34 +801-94.6 +801-92.8 +80/•91.8 +801-90.9 +80/•90 +801.68.5 +801.87.5 +80138.0 +801.85.5 +60/-84.7 +0-83.8 +80/.82.6 +801.82.3 ® Q
36 +801.91A +80/•89,8 +801.88.5 +801-87.6 +801.88.7 +801.85.1 +80/54 +80/-83,1 +801.81.0 +801.81,2 +1.80 +1.79 +1.78.7 iNF
36 +80188.8 +80188.7 +801.85.6 +801.84.8 +801.83.7 +801.82.1 +801.81 +1.80 +178.8 +/•78 +176.9 +1-76.8 Q Z
at
40 +80%88.3 +80184.3 +8W-83A +801-82.1 +601.81.1 +1.79.4 +1-78.3 +1.77.3 +1.70 +1-76.2 +/-74 0 D,
42 +80154,2 +801.82.1 +801.80.0 +1-79.6 +/78.8 +/.77 +1-75.0 +1.74.8 +/.73.0 +1-72,7 LL Z et
44 +801.82,4 +80180.3 +179 +177.9 +170.8 +/-76 +/-73.7 +1.72.7 +111.4 'S
N
N 48 +B01-BD.9 +/,78.8 +/-?7.3 +1-78,1 +1.76 +1-73.1 +171.8 +1.70.7 } p Q
g 48 +/•79.7 +1-77.3 +1.75.9 +/.74.0 +1-73.5 +1.71.6 +1-70,1 ati+T •a"aG se fa
60 +/-78.6 +176.1 +l-74.8 +/--73.3 +/-72.1 +170
62 +1.77.7 +/-76,1 +173.6 +172.2 +/10.9 MAX,D.C.SPACING IF ANCHORING MAX,O.C.SPAQ NG IF ANCHORING `��` 4(1. At
64 +/-77.1 +/.742 +172.8 +/-71,2 THROUGHTHEFRAMEPERSHEETS3&4 THROUGH THEINTEGRALFINPERSHEET4
NOTES: .,� F'•.�
56 +1-78.6 +/-73.0 +171,9 APPUESTOB,CORDANCHORS APPLIES TOFANCHORS 1)BUCK DIMENSIONS SHOWN, f
(SEETABIE 2) (SE£TAB[E3) 2)FOR SIZES NOT SHOWN,ROUND UP TO THE *' No,58705
+170.3 +/73.1
68 35 5" 4" NEXT AVAILABLE SHORT OR LONE DIMENSION.
80.928 +/•78.1
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). %%•'� F
O
SSA �7'Ittw:
FIND THE SMALLEST SQUARE WINDOW SIZE IN %Or;'•,
THE TABLE($)ABOVE WHICH THE ARCHITECTURAL �� ''•.FCORIOP.
WINDOW WILL COMPLETELY FIT WITHIN.
6N4
11111110%
err trlt1110%
A.LYNN MILLER,P.E.
P.EA56705
TABLE 8:
Window Design Pressure,(+I-psf) Use Ina tabb TABLE DIMENSIONS MAY BE
EI Airspace-3/18"A tar onw 3 ORIENTED
3/18"ACVERTICALLY OR
P P Type: HORIZONTALLY AS SHOWN,
Window Long 51de in LONG
Dimensions 69.65 71 73 75 1 78 80 85 86 89 92 95 99 f.- LONG SIDE SIDE
32 +1-78.9 +/-76,4 +/-74.3 +1.72,6 +1.70.8 +1.69.3 +!•88.2 +1.85,7 +74.1 +1$2,6 +1.80.8 +1.59.8
34 +1-73.7 +/--73.3 +1.71.3 +1.89.7 +/-86.8 +155 +1-61 +/.80,3 +158.1 +/56,3 +/54.7 +1.63,8 widift
38 +t-Tt +170.6 +/-69.8 +!-87.9 +/-84.4 +/52,6 +157.2 +/-58.3 +154.7 +1-52.0 +150.9 +1.49.7 SHORT Flbrld Uuldlnq a
Dare
38 +1.88,6 +188,1 +1-87.4 --+1.88.8 +1.83.6 -+1.61 +/-55.0 +1.54.8 +152.7 +1.50.0 +1.48,2 +/.48.4- SIDE SHORT N9 _
- •
40 +1.88.4 +1.85,9 +1•85.2 +/-84.6 +L89,2 +1•$0,7 +155,1 +154,2 +152 +149.7 +1.48,4 +1-06.2 SD M m10 deProdtl Ifd
- - 42 +1-64.6 +154 +1-83.3 +1-62.8 +/-61.7 +150.5 +(55.1 +/54.2 +/51.7 +1.49.1 +148.3 +1.44.6 117
4160 +159;4 '+155;1 _=T+YCv{:2T +/40.1= "
44 '-`+f52,9`_ +1824 +l 81:8 =+180.0 = +151:9 -r1-091 +144 5 _<
- __ E
SID
LONG _ - -
46 +1•$1.5 +150.9 +1.80.1 +1.59.4 +158.d +157.8 +1•55.1 +154,2 +/-51.8 +1x39.3 +148.3 +1-44.5
c 48 +/-80.2 +/-59.8 +/-58.8 +158 +1•,x"7 +150.4 +655 +1-54.2 +1-51.8 +1.89.5 +1.46A +1.44,6 T_ a
SHORT d
N 50 +!•59,1 +1.58.5 +657,8 +158,8 +/.55,8 +1.55.1 +153.7 +1.53.4 +/61,8 +149.6 +/-08.8 SSIDE r� /d LONG
-- c 52 +158.1 +/57.6- +158:8=- -+655.0 -+154,8 - - +J•64-_ -+152.6 -+1523- +151,6 - -+1.49.3- - f/ SIDE M
19
54 +157.3 +158.8 +1-55.7 +1-54.8 453.7 +153 +151.4 +/,31.1 +150.4 - - - - - - -Be +/58.8 +/•55,9 +654,9 +1.54 +152.8 +/-52 +150.4 +155
57- +158.3 +155,5 +1.64.5 +153.8 +1-62,4 +/-51.6 +1-60 NOTES: ut U)
60 +1.55.5 +/54.7 +!•53.6 +1-628 +651.3 +150.5 1)BUCK DIMENSIONS SHOWN. } N
SHORT a 0
82 +155.1 +1-54.2 +153,1 +/•52,1 +/-50,7 MA%,O.c,SPAdNGIFANCHORING MAX.O.C,sDACINGiFANCHORING 2)FOR SIZES NOT SHOWN,ROUND UP TO THE SIDE d fl o
84 +)54,8 +183,0 +1.52,7 +1.51,8 THROUGH THE FRAME PERSHEEfS3&4 THROUGH THE INUGRALHNPER SHEET4 NEXT AVAILABLE SHORT OR LONG DIMENSION.APPLIES
N axaa N
APPLIES TO A,B,CORDANCHORS APPLIESTOEORFANCHORS 3jFORARCHITECTURALWINOOWS(9EESHEET2), Qx p�
88 +154.5 +153.8 +1-62,4 O ..
(SEE TABLE 2y (SEE TABLE 3) FIND THE SMALLEST SQUARE WINDOW SIZE IN O o
Be +153.$ +153.1 LV LL W Ma
x511 3"FORE ANCHORS,4"FOR FANCHORS THE TABLE(9)ABOVE WHICH THE ARCHITECTURAL Z N LL co
89.65 +152.$ WINDOW WILL COMPLETELYF1TWiTHIN. (lx -. d
2 co
TABLE 7: {Zjt EO O0, 1 dirt
Window Design Pressure,(+I-psf) Use mla tabN o z a Z ? ca o '
-4tar GSrap 4 W
3/1611 T Cap-Airspace-3/18"T Typo, O O
Window Long Side In Z r~
Dimensiom; 8152 83 85 87 89 92 1 94 97 99 103 107 1 113 118 122 126 132 138 144 ~
O rias
46 +801.94 +80/-93,3 +801.92,6 +80691.7 +801-91 +80/59.8 +801-89.3 +801.88.4 +801.87.9 +001-88.8 +80185.9 +801.85.3 +801.84.7 +80153,8 +801.83.1 +801.82.5 +80%81.7 +80/-80.0 +80150.3 Z
4B +801.91.8 +601-00,8 +801.00,1 +80!•80,3 +60!•88,5 +60f•87.5 +801.88.8 +601.85.9 +801.85,3 +60!•64.3 +80683.3 +801.82.7 +801-82.1 +80151.2 +801.80.5 +1.70.9 +/-79 +1.78.3 co OP2
60 +801.89.6 +801-88.8 +80% 801
87.9 + .87.1 +801-86.3 +801-86.2 +801.84.5 +80683.6 +801.83 +801-82 +801.81 +801.60.3 +679.7 +/•78.7 +1-78.1 +/-77.4 +674.6 Gl D!
62 +801.87.0 +801.88.8 i +801.80 +80/-85.1 +801.84.3 +801.83,2 +80152,5 +80151.5 +80/•80.8 478.8 +1-78,8 +1-78,1 +1.77.5 +/-78.6 +/-75.8 +1•75,2 a 37-4-
54
654 +801.85.0 +001.852 +80/-S4,2 +80153.3 +801.82,5 +801-81.3 +801.60,8 +1.79.8 +1.79 +/-77.9 +!-7@B +670.2 +675.6 +/-74,5 +/-73.8 a Z Axl
Be +80684.4 +80683.8 +80752,8 +80/51,7 +801•80.8 +t-79.7 +1-78.0 +!•77.9 +677,3 +1.78.1 11.75 +1-74.3 11•73.7 +672.8
Gcyl N
Be +801.83 +001.82.2 +80/•61.2 +80/-80.2 +678.4 +/-78.1 +1-77.4 +1.76.3 +/-75.7 474.5 +1-73,4 +/.72.7 +1.72 p D-
60 +801.81,8 +801.81 +1-79.9 +1.78.9 +/-78 +1.78,7 +1.78 +674,0 +1-74.2 +1-73 +671.9 +1.71.1 arra �seo seas
u
,$ 82 +801-80.8 *1.79,9 +/-76,8 +/.77.8 +1-78.8 +i-76.5 +674.7 +1-79.8 +6720 +1-71,8 +1-70.6 -"
A 04 +1-79.8 +678,9 +1-77.8 +178.7 +1-75,7 +1-74,3 +1415 +1.72.4 +/•71,8 +/•70.3 `\tLittllllti11x1'
67 +/-78,0 +1.77.7 +!•76.4 +175.3 +/-74,3 +1-72.8 +172 +1-70.7 +1.70 LYNN
88 +t-78.3 +677.3 +1-78.9 +174.9 +1.73.8 +6724 +1-71.6 +/-70.3
70 +1.77.7 +1.78.7 +/•75.4 +/•74.2 +1.73.1 +/•71.5 +/-70.8 *' No,60705 '
72 +1.77,2 +!•78.1 +!•74.8 473.6 +/72.4 +1-70.8
74 +146,8 +1-76,7 +1-74.3 +/-73 +671.8 MAX.O.C.SPACING IF ANCHORING MAX,O.C.SPACING IF ANCHORING -9j
78 +/-78.6 +!•75,3 +1-73.8 +672.5 THROUGHTHEFRAMEPERSHEETS3&4 THROUGHTHEINTEGRALFINPERSHEET4 j3 (L j=
Q ST OF 4!.
Tg +178.3 +175 t/-73.6 ADPUESTOB,CORDANCHORS APPLIES TO FANCHORS fi
SO +678.2 +1-74.9 (SEETABLE2) (SEETABLE3) li '.ZORtOE`. \?,
81.52 +678.1 3.3" ''SS!ONAL
A.i!YA 4 UE'R,P.F.
PF#68705
TABLE 8:
Window Design Pressure,(+J-p9f) Lbe Brb bDlo TABLE DIMENSIONS MAY BE
tar Gb90 ( ORIENTED VERT3CALLY OR
1/4"A Cap-Airspace-1/4"A typo: HORIZONTALLY AS SHOWN.
Window Long Slde On) LONG
Olmenefone Si.62 83 a6 87 Be 92 94 97 99 103 107 110 111 SIDE
-- LONOSRSE
48 +1.67.1 +1.66.7 +1.88.1 +1.65.3 +1-83.2 +1.60.1 +158 +1--56.1 +/-53.8 +1•51.3 +/-08.8 +/.46.8 +1-08.4
46 +/-65.4 +/$5 +1.64.3 +1.63.8 +1-62.8 +1.59.8 +1.57.6 +1-64.9 +1.53.6 +1.50.6 +/-07.9 +148.3 +/45.7 T- Approved ascomphugMtblu
SHORT Plod sural e
60 +1.83.9 +/-63.4 +1.82.8 +1.62.2 +/.61,6 +1.59.4 +/-57.2 +1.64.0 +/-63.5 +t-50.8 +1-47.3 +/15.9 +1.45.4 DE Oma
MOA
SII Min
52 +1$2,6 +/•621 +1.81.4 +1-60.8 +/-60,2 +1-69.2 +1-57,1 +1.54,7 +1.53.6 +1-50.6 +/•47,5 +!•45.7 +1.45,4 330E htlo�mjl adpPral r1 t
54 +1$1.4 +/-O,B +1.80.2 +1-59.5 +/58.9 +/-58.1 +1.56,9 +/-64.7 +/-53.3 +/-50,6 +1-07.5 +/-45.9 +115.4 (SY.l�
68.=- +150.3 --+1.69:7-_-+1-59 =t1-59.4= :+1;7.7= _
_+1.58.9 +1-56.4 +1-54.5 +153.3 +1-50 4 1 +1-47.5 +145.9 +145.6
58 +1.69.3 +/-56,7 +1-68 +/.57.3 +1.56.7 +156:6 +1.553 +/•64:4- +1-53:1 = +/.50A _+147 7 +/45 9 _+1-45;5
80 +1.58.6 +/•57.8 +157,1 +1.56.4 +1557 +1.64.6 +/-54.3 +1.53.5 +/-52.7 +1.50,4 +/147.7 +145.9 - --_ - -
62 +/•67.7 +1-57.1 +1.66.3 455,6 +154.9 +1-53.0 +153.3 +1.62.5 +1.62 +/19.9 +/47.7 LONG n
ro 64 _+157 -1-66.4 - +1.55.6 +/-b4,8 +1.54,1 +/53.1 +152,6 +/51.7 +1.51,2 +1.49,3 SHORT � � SIDE >
-- _ -- - _ -, - SIDE
67 +/58.2 +1.55.5 +154.0 +1.53,8 +/-53 +152 +1-51.4 +r-50.5 +150
68 +15519 +1-56.2 +154.3 +1-53.6 +152.7 +1-61.7 +151.1 +1-60.2 - - - - -
70 +155.6 +1-54.8 +153.6 +153 +1.522 +1.51.1 +/•50.4 IL 'd
72 +/55.1 +/-54.4 +1.53.4 +1.52.6 +151.7 +150.8O -4
W Y
MAX .C,SPACINGIF ANCHORING MAX,O,C. N07E5: -4SHORT � ? r N nay
74 +1.54,8 +154 +153 +152.1 +/51.3 SPACING IF ANCHORING 1)BUCK DIMENSIONS SHOWN. SIDE rn
76 +/-54,6 +1-63.8 +/52.7 +1-51.8 THROUGHTHEFRAMEPERSHEET53&4 THROUGH THE RiTEGRAtFIN PER SHEETd Ce
a p� o
APPUFSMA,0,CORD ANCHORS APPLIES TO EOR FANCHORS 2)FOR SIZES NOT SHOWN.ROUND UPTOTHE >-r st elo ()
78 +/-53,6 +1-529 +1.61,6 (SEE TABLE 2) (SEE TABLE 3) NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 N �a+y p'
60 1/52.8 +1-51.8 15° 20 FOR EANCHORS,4"FORF ANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), jJ o u o
81.52 +/-51.6 FIND THE SMALLEST SQUARE WINDOW SIZE IN Ee
i
W
THE TABLE(S)ABOVE WHICH T14EARCHITECTURAL Ltj ,t
TABLE 9: WINDOW WILL COMPLETELY FIT WITHIN, 0 XO
Window Design Pressure,{+/.psQ Use
1 a onle 8 cl O js�u1
Z U
1/4"TCs -Airspace-IWT W Lt
Window Long Side On) z -+
Dlmeneiona 84.65 86 90 92 94 97 100 102 105 109 112 116 120 124 f28 133 138 144
co
46 +801.96.2 +80196.7 +801.84.2 +80133.6 480/.92.8 +801-91.9 +80131.1 +801.90.8 +801.89,8 +80/•68.9 +8D/38.2 4801.67.6 +801.88.7 +BW36.f +801-8&S +80/-84.$ +80184.1 +80183.8 F'
l�us
48 +801.93.7 +60133.2 +801-91,6 +801-90.9 +8W-90.2 +801.89.3 +801$8.4 +801.97.9 +87137,1 +801.86.2 +801.86,6 +601.84.7 +801.84 +801.83,3 +801.82.7 +80132 +601.81,3 +601•$0.6 ® z
60 +801-91.6 +801.91 +801-69,3 +801.88.8 +801-87.9 +80%8&9 +80186 +80%8&5 +801,84,7 +801.83,7 +601.83 +BW-02.2 +80%81.6 +601•$0,8 +601.80.2 +1-79.4 ' +1.713,8 +1-78.1
52 +801.89.4 +801.88.9 +801.87,2 +80t-86.5 +801.85,7 +801.84.7 +$0133.8 +801.83.3 +801$2,4 +801.61,6 +601$0.8 +1-00 +178.2 +1.78,8 +1-77.8 +1.77.1 +/-76.4
54 +601.87.6 +801.87.1 +801.85.3 +80/-84,6 +801.83.8 +801.82.8 +801.81.6 +801.81.2 +80/30.4 +/-79.4 +1.78.7 +1.77.9 +1.77.1 +1.76.4 +/•76,7 +1-74.9 µ0 0„
06 +801.86 +60135.4 +601.83.6 +601.62,6 +80/.82 +801.81 +1.80 +1.70,4 +/•78.6 +1.77.6 +1.76.8 +/-76.9 +176.1 +1-74.4 +/73,7' z e�
88 +W-S4.6 +60133.9 +801.02.1 +801.81.2 +801-80.4 +/79.3 +1.78.3 +177.7 +1.7$.6 +!•76.8 +1-76 +1.74.2 +173.3 +/-72,6 "'
60 +801.83,2 +801.82.$ +801.80.6 +179.8 +/-79 +1.77.8 4/•76.8 +176.2 +/-78.3 +1.74.2 +173,4 +1.72.6 +1.71.7 p D
62 +80/-82 +60131.3 +1.79,4 +/78.6 +1.77.6 +/•76.6 +175.4 +1-74.7 +/-73.6 +1.72.7 +171.9 +1.71 0111 'Soa s .
y 64 +001.90,9 +601.80.3 +1.782 +177.3 +1-76.4 +176,2 +174.1 +173.4 +1-72.6 +1.71.3 +170,6 tt 4YNN /
88 +180 +1-79.3 +1.77.2 +176.2 +/-7A3 +1.74.1 +172.9 +172.2 +171.3 +170.1 w�� QN�.,,..,,,d11(e
68 +/•79,2 +1.78.6 +1782 +170.2 +1-74.3 +/-73 +1.71.9 +1.71.2 +1.70,2 a ytCENSg''•.Fp
70 +1-78.4 +177.7 +!•76,4 +t 74.4 +173.4 +/72,1 +1.70.9 +170,2 iT' Na,58705
72 +r•7LBR41-76.6
+1.74.7 +1.73,6 +172,6 +171.2 +1.70 j
74 +1.77.3 +1.74 +1.72.9 +1-71.9 +1.70.67$ +17$.8 +1736 +172.3 +171.2MAX.OX,SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING J • 7('!5' �78 +/•78,6 +1.78 +1-71,6THROUGHTHEFRAMHPERSHEETS3&4 THROUGH THE INTEGRAL RN PERSHEET4 (� . ST EO1APPUESTOBCORDANCHORS APPLIESTOFANCHORS00 +178.3 +/-72.8 SEE TABLE 3){SEETABLE 2) 4 83 +176.1 25.5" 3.2" X 1 11111 t:t
64.86 1 +1.78
A.LYNN MILLER,P.E.
PX#687115
3.600' 3.60D" 3.500' 3.5001
��-- .082" ��-+— .0B2" .082" �}+*— 1082°
nkP1 IL�J;(
7
_ 1.483' f, 1.483" 1A183" 1A83"
6 a 119r-d -5 0
—_ 625' 828 Q
- 1 J-CHANNEL FRAME• 2. FLANGE FRAME-_= 3 INTEGRAL F(NfRAME 4 EQUAL LEG/BOXFRAME
_ ---_— x_1.378 -_ _
-- ----- .. .884' .884" .176"
355" —I-•
.080"
QANCHOR COVERS 718'BEAD 0 1"BEAD
TABLE 10:
4 Partin Description Material
8 7c anne rams
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC
5 620133 Anchor Coyer PVC
MITERED 6 72Ot36 7/8"Glazing Bead PVC
CORNERS WITH 7 720135 1"Glazing Bead PVC
INTERIOR AND 74 - Backbedding,GE 7700 or Dow 791 Silicone
ExTWE`oDSS 76 Quanex Super Spacer nXr with Hot Malt Buty Composite
78 Quanex Duraseai Spacer site.
77 Cardinal XL Edge Spacer Compoelte A9Frovsdsaeomptytagwtthttur
9 Fiorl DuWI
78 1 71846N Pelting Block(718"x 1"x 1/11"),65+/-5 du% EPDM Op1r
AIDAB
011nwIRn ePt,--I
RY'
C.,
6
FRAME
ASSEMBLY DETAILS 7 \0\i4YNNt//////i
ExT, ERtOR 1 ti VINYL FIXED WINDOW NOA(NI) � 9/9/14 '�'' Nyo.58To5 �
BOM&ASSEMBLY .m` J ROSOWSKI 0'.,P-7�rL
NOTES: C RT.OF AUTH.#29298 'r�� '• FLORfOP' �;`
1)SOME PARTS NOT SHOWN FOR CLARITY. SCSI .
2)J•CHANNEL FRAME SHOWN,PARTS#i.OTHER FRAME TYPES APPLY, 1070 ECHNOLQGY DRIVE meq', �,,'t�NA�,�,"
3)ITEMS#8.73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VE MCE,FL 34276 �, a d g o A.LYNN MILLER,P.E.
4)ROYAL PVC TO BE LABELED FOR AAMA EXTRUDER CODE. ($41 SO.1600 PW-5420 N NTS 9 OF 9 p z MD-54MO a z P.𕪁
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