HomeMy WebLinkAboutNOASCANNED DEC 2 p 2017
BY PERMITTiNG
MIAMI-DADEIN St. Lucie County St. Lucie County, FL 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 (796) 315-2599
ICE OF ACCEPTANC
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
iv .mir rridade.¢ovleconomv
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.
DESCRIPTION: Series "PW-5520 Vinyl" PVC Fixed Window —L.M.L
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through I 1 of 11, dated 09/09/14, with revision A dated 06/08/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 14-0930.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOAMICOtS,
Expiration Date: April 30, 2020
7Approval Date: August 04, 201P6
i6 Page 1
Not included On This Perrnit
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No.14-0930.25)
2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer® NXTrm spacer system and XL
Edge*rm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc_, Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No.14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51s
Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.14-0930.25)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
GZhL
Manuel Pe E.
Product Control xam' er
NOA No. l 9.12
Expiration Date: April 30, 2020
Approval Date: August 04, 2016
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20.
5. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 04/16/15, expiring on 04/16/20.
E. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010 and FBC-5'n Edition
(2014), dated September 27, 2014, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.14-0930.25)
2. Statement letter of no financial interest, dated September 27, 2014, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0930.25)
3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E.
Supervisor, Product Control Section.
(Submitted under previous NOA No.14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0930.25, issued to PGT Industries, Inc. for their Series
"PW-5520 Vinyl" PVC Fixed Window— L.M.I. approved on 04/30/15 and expiring
on 04/30/20.
Manuel Perez, P
Product ControIF xaner
NOA No. 16 0629. 2
Expiration Date: April 30, 2020
Approval Date: August 04, 2016
E-2
GENERAL NOTES: SERIES 5520
IMPACT RESISTANT, VINYL FIXED WINDOW
))THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZI.
2) SHUTTERS ARE NOT REQUIRED WHEN USED INWNO-BORNE DEBRIS REGIONS.
B. SEE
FOR INSULATED GLASS INSTALLATIONS ABOVE 3G IN WE HVHZ, THE OUTBOARD SHEET3�
LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MVAALOAOE COUNTY. USE ONLY MNMI-DADE
COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR
EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND
CONCRETE WITH MIN. KSI PER ANCHOR TYPE
r
d) ALL WOOD BUCKS LESS THAN 1AW TMCK ME TO BE CONSIDERED IX
I
WSTALLATIONS.IK WOOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
i
SUBSTRATE. WOOD BUCKS DEPICTED AS ZX ME IAA THICK OR GREATER. IX AND 2X
1
BUCKS MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO WE
A
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF WE
ENGINEER (EOR) OR ARWIMOT OF RECORD, (AOR)
5) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNGR SHING
MAX. O.C.
STRATEGY FGR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEETABLES
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS,
4-13
8) MAX. 1I6' SHIMS ME REQUIRED AT EACH ANCHOR LOCATION MERE THE PRODUCT
IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED
LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST
B_
LOADS IMPOSED ON THEM BY THE WINDOW.
T) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALJCYCLELFST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCNRAUCYCLE
TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E13D0.
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST WE
W WDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.V3%
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6
LOAD DURATION FACTOR WAS USED FOR WE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING MOE AND TO BE REVIEWED BY WE AUTHORITY HAVING
JURISDICTION.
10) REFERENCES: TEST REPORTS FTU7897: ELM ULTRACON NOA ELM CRETEFLEX
NOA: ELM AGGRE-GATOR NO&' ROYAL WINDOW AND DOOR PROFILES. LTD WHITE 8
SRONZEAJGHTER SHADES OF CM COATED PVC EXTRUSION NOA5: NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION. ANSMAFBPA NOS 8 ALUMINUM DESIGN
MANUAL
11)Rv9'•.09P BUTACITES PVB BY KURARAY AMERICA. INC.
SC=.M'SENTRYGIASS INTERLAYER BY KURMAY AMERICA. INC.
6' MAK
GENERAL NOTES....I VISIBLE LIGHT FORMULAS
ELEVATIONS._..-.-......_..-.-.......1 WIDTH: BUCK WIDTI-4L18'
FRAME. OPTGLASS &ANCHOR HEIGHT: BUCK HEIGHT-gdH6'
OPTIONS... ... ........ ....._.._2
INSTAQUAL N,FVWGEB STANDARDS USED:
EQUAL Ni.......................3
INSTALLATION.CHAINTE- -FIN& •2016 FLORIDA BUILDING CODE(FBC), STH EDITION
JLHANNEL......._.....-.-.....-d •MTME1300C9
DES( NGOETAILS......_._._.......5 •ANSMINUM DESIGN ANUA TO R WOO DCONSTRUCTION
BOM& SSESBUREG...._._._.....11 -ALUMINUM ADM-20f0
BOAS eABBEMBLV.._............... 11 •A151-Stll&0)/52.20f0
IMPACT RATING
DESIGN PRESSURE RATING
LARGE B SMALL MISSILE
IMPACTRESISTANT
VARIES PER GI.SSTYPE, SEE
TABLES 413, SHEETS&10
MAX BUCK WIDTH SEE TABLES 413
(SHORT OR LONG SIDE)
MAX. O.C. SEE
�r TABLES 413
r 6'MAX. D. SEE
SHEETd�
VISIBLE
T
LIGM WOTH
MAX BUCK
HEIGHT.SEETABLES
&13
r
(LOW OR
BHORT SIDE)
VISIBLE
LIGHT
0. SEE
C
HEIGHT
SWEET
/
SEE
J
TABLES
49
J 6'MAX -+ I
D
i—
TYP. EQUAL-LEG/BOX &
FLANGE FRAME (90' CORNERS)
MAY. BUCK NOW SEE TABLES 49
(SHORT OR LONG SIDE)
r 1.25'MA%.
� F� MA%. O.C. SEE TABLE50.9
VISIBLE
LIGHT WIDTH
--- --
/
,
VISIBLE
/LIGHT
C. SEE
HEIGHT
SHEETd
/
MAX. BUCK
HEIGHT, SEE
TABLES 49
(LONG OR
SHORTSIDE)
-J 135'MAX —
TYP. INTEGRAL FIN & J-CHANNEL
FRAME (90- CORNERS)
(ANCHORED THROUGH NAIL FIN)
6 MAX +i
6' MAX
MAX.O.C.SEE
SEETABLES
413
TABLES d-9
MAX. O.C.
A
VISIBLE
/
I
SEE TMLES
4.13
LIGHT
HEIGHT
/
MA
/
HEIGHT.HT. SE SEE
TABLES 49
VISIBLE
LIGHT W M
(LONOOR
SHORTSIDE)
MM. O.C. "^I
. 1.25-
T
_f
.
^TT�'�TTTT SEETMLE5413'
MM. BUCK WIDTH SEE TABLES 413
(SHORT OR LONG SIDE)
TYP. EQUAL-LEGIBOX &
FLANGE FRAME (CURVED
OR ANGLED CORNERS)
r 12Y M1W
O.C.
r SEE
i TABLES
LLL 4B
/ VISIBLE T
/ LIGH
HEIGNT
/
EIGHT. E HEIGHT. BEE
TABLES &9
(LONG OR
VISIBLE SHORTSIDE)
— ucHr xlotH
MAX O,C. EEE TABLE549 1.35'MN(.
_ MAX. BUCK WIDTH SEE TABLES 49 _
(SHORT OR LONG SIDE)
TYP. INTEGRAL FIN &
J-CHANNEL FRAME (CURVED OR
ANGLED CORNERS)
(ANCHORED THROUGH NAIL FIN)
'JR-OSW10-ADDED SPACERS
nTO SHEET 11.
i
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedmenr
A
k105MS
(steel, 18.8 S.S.
IX 410 S.S.
6'
ta/B•
Steel, A36'
310'WW
11.050'
Steel Stud. A653 Gr. 33'
3/B'
0.0451' (18 Ga.)
Aluminum, 608345'
wr
0.050'
3/16' steel UllFson
P.T. Soutiem Pine (5G=0.55)
7/16'
1-319,
Concrete (min. 2.85 km)
1'
13/8'
UngmWW CMU, (ASTM G90)
2-1/2
1-114'
B
e12 EMS
(steel, I" S.S.
IX 410 S.S.)
P.T. Southern Pine (SG=0.55)
9/16'
1318'
Steel, A36'
3W
0.050'
Steel Stun, A653 Gt. 33'
318'
0.0451- (18 Ga)
AluMnum, 6063-TS'
318'
0.Bar
C
1/4' steel Ultrdcon
Concrete (min. 2.85 ks0
1'
"4'
UOgouted CMU, (ASTM O90)
2-12
1-1/4'
1/4'steel Creteftex
Concrete (min. 3.35 ka0
1'
"4'
1/4' elect Ullmcon
P.T. Southern Pine (SG=0.55)
1'
1318'
1/4' steel CreteMex
Ungroute l CMU, (ASTM O90)
24/2'
1-114'
P.T. Southern Pine (SG-0.55)
1'
13re'
D
1/4' steel
AggreGalIX
P.T. Southern Pine (SG=0.55)
1'
1318'
1 Grouted CMU, (ASTM C-90)
Y
2'
1/4' steel LHUScon
Cancrele (min. 2.85 ka0
2-11T
1314'
1/4' steel Creteeex
Concrete min 3.35 kel
2-1/2'
1J/d'
1/4-steel AOgre-GstOe
Concrete(min. a.; ke1)
142'
1�a.
TABLE 3- ANCHORS INSTALLED THROUGH INTEGRALFIN
Group
Anchor
Substrate
Mln Edon
Distance
Min.
Embedmonr
E
2-1/2' x .131- Comm. Nell
P.T. Southern Pine (SGm 65)
3/8'
2-7/16'
2.1/Y langahaNT R0a41g Nell
P.T. Southern Pine (SG-.55)
3W
2J/10'
F
810 Trmehsad 81,15
(stets, o S.9.) 5.5,
IX d10 5.
P.T. Sautlem Pine (SG-.55)
1r2'
1-Y8'
Aluminum, W0 T5'
31W
0.050'
Steel SLIM, Gr. 33'
318'
0.0451' (18 Ga.)
Steel, A36'
1B'
0.050'
412SMS
(etaM,105D a .5S.S.
IX 4.)
P.T. Southern Pile(SG-.55)
WHY
1.8/8'
Aluminum, BOB.°.TS'
YB'
0.Box
Steel Stud, Gr. 3T'
318'
0.050'
Slael, A38'
318'
0.050'
"A'=ANNEALED
'H's HEAT STRENGTHENED
" TEMPERED
'PV5'•.090' PVB INTERIAYER
'SG'=.090' SENTRYGLAS
INTERLAYER
'GLASS TYPES 14 THROUGH
17MAY NOT BE USED WITN
J HANNEL OR INTEGRAL
FIN FRAMES.
-MIN. OF 37HREADS
BEYOND THE METAL
SUBSTRATE. FOR
STEEL STUDS, MIN
Fu=a5 KSI.
'UNGROUTED WU'
VALUES MAY BE
USED FOR GROUTED
CMUAPPUEATIONS.
WINDOW FRAMES MY BE ANY OF THOSE SHOWN BELOW.
0
Q
FLANGE
0
BOX OR
EQUAL
LEG
JLHANNEL
INTEGRAL
FIN
ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCI((SEE EXAMPLES
BELOW). AND OBTNN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13. SHEETS S10.
SIDE —'- T LONG LONG SHORT
T
f'^ SIOE --1 T Imo- 510E + DE{ SI(�
-
ll I 1 1
i— SIDE '-I H" SIDE "1 f~ six �1 F'� SIDE --i i'^ TIIDE
1r-- r 1 T i
1! y l� 11-1 Q LL 1
VINYL FIXED
NCHO NDOW NOAPTIONS) 8 9/9/14
x GLASS/ANCHORS/FRAME OPTIONS gm J ROSOWSKI
® R
' MIN. OF 3 THREADS CERT.OF AUTH.429198
BEYOND THE METAL 1070 TECHNOLOGY DRIVE
SUBSTRATE. FOR x
STEEL STUDS. MIN N. VENICE, FL 34275
FN=45 Mt. (941)-480-1600 y PW-5520 TUTS € 20F 11 oz M0.5520.0 @z° A
REVISED
0h de n.&
A. LYNN MLL PE
Re, Sam
INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES
INSTALLATION
OPTION 1 EMBEDMENT
ANCHORED THROUGH EDGE DISTANCE
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET. EDGE
FLANGE gm
MBEDMENT DISTANCE
FRAME FI ISHOWN II �l
7W THICK I.O.
BUCK VISIBLE
HEIGHT LIGHT
HEIGHT
i-THICKI.G.
EXTERIOR
a
EQUAL
LEMOX
FRAME
SHOWN
0
INSTALLATION
OPTION 2
ANCHOREDT ROUGH
FRAME DIRECTLY INTO VERTICAL SECTION B-B
CONCRETEICMU.
TIM-MAX. TYP.ANCHORTYPE,
SHIM EMSEDMENTANDEOGE
TYP. ANCHOR TYPE, DISTANCE PER
_ EMBEOMENTAND SUBSTRATE,
EDGE DISTANCE PER SEE TABLE 2. SHEET 2.
SUBSTRATE,SEE
TABLE 2, SHEET 2.
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS
LISTED ON TABLE 2. SHEET 2. FOLLOW EMBEDMENT
AND EDGE DISTANCE LIMITS. ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY S1DE OF THE
WINDOW,
2) MASONRY ANCHOR$ MAY BE USED INTO WOOD AS
PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN
1-1W THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD
BUCKS DEPICTED AS 2X ARE 1-In-THICK OR
GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCIlIRE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED
TO AS DAYLIGHT OPENING) IS MEASURED FROM
BEADING TO BEADING.
TYP. ANCHOR TYPE,
_ EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 2. SHEET 2.
-114- MAX. SHIM
VISIBLE LIGHT FORMULAS
WIDTH: BUCK WIDTH.4-VIS
EDGE DISTANCE HEIGHT: BUCK HEIGHT -"Ir
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETEICMU.
I� 114" MAX.
SHIM 2
5
�Q I -THICK
00 Y� 718'THICK I.G.
FLANGE EMERIOR VISIBLE UGHTWIDTH
FRAME
SHOWN
BUCK WIDTH
HORIZONTAL SECTION A -A
114' MAX.
SHIM
FLANGE
FRAME
SHOWN
INSTALLATION
OPTION 4
ANCHORED THROUGH
FRAME I WO METAL
1070 TECHNOLOGY
N. VENICE, FL 34275
(941)-480-1600
#10 OR Al STEEL
- SMS(G5), SEE -
TABLE 2,SHSET 2.
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IX
BUCKSTRIP INTO CONCRETE/CMU.
SEE NOTE 2, THIS SHEET.
1/4' MAIL
4 SHIM
Q
Rv
1W MAX. SHIM
EQUA IJ
LEG BOX
FRAME
SHOWN
EXTERIOR
0
15
INSTALLATION
OPTION 4
EOUAL-
LECUBOX
FRAME
SHOWN
EMBEDMENT
TYP. ANCHOR TYPE.
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE. SEE
TABLE 2, SHEER.
ANCHORED THROUGH
FRAME IWO METAL
VINYL FIXED WINDOW NOA(LMBSM) g° 919/14
FLANGE & EQUAL-LEG/BOX FRAMES em` J ROSOWSKI
PW-5520 NTS 30F11 YS MD-5520.0 -2 A A. LYNN MILLER. P.E.
INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
INSTALLATION OPTION 5 lie MAx. SHIM 114-MAX. SHIM
ANCHORED THROUGH rTO 2XW DTHROUGH RBUCALFIN
EMBEDMENT FRAME
OR INTO 2X WOOD INTO SEE NOTEFRAME OR BUCKSTRIP. F•�— EDGE DISTANCE
ANCHOREDTHROUGH FRAMEORBUCKSHEE SEE
INTEGRAL BUCKO2X WOOD EMBEDMENT O NOTE 2, THIB SHEET. BEE NOTE 2, THIS SHEET.
FRAME ORBUCKSHEE SEE
NOTE 2. THIB SHEET. EDGE 1 3
VEOGETANCE DISTANCE
J-CHANNELR-i
SHOOWN n - - - n° -----
yBUCK
HEIGHT
1'THICK I.G.
L114-MAX. SHIM TYP. ANCHOR TYPE
EMSEOMENTAND
TYP.ANCHORTYPE. EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRATE.SEE
DISTANCE PER SUBSTRATE. TABLE 2. SHEET 2.
SEETABLE3.SHEET2 (SCREWSHOYJN)
(NAIL SHOWN)
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLES 2 53. SHEET2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS. ANY INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS
THAN 1.10THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. IX WOOD BULKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ME 1-1R-THICK
OR GREATER. IX AND 2X BUCKS (MEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION 15 THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING) IS
MEASURED FROM BEADING TO BEADING.
EXTERIOR 3
u II
N
FIN
F
FRAME
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THIS SHEET.
EMBEDMENT
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AND EDGE DISTANCE PER
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(SCREW SHOWN)
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JCHANNEL EXTERIOR VISIBLEUGHTWIDTH
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SHOWN
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IWMAX.SHIM
INTEGRALFIN
FRAME SHOWN
INSTALLATION OPTION 7
INSTALLATION THROUGH THE INTEGRAL FIN.
INTO METAL, SEE TABLE 3. SHEET 2
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SHIM
INSTALLATION OPTION 8
INSTALLATION THROUGH THE FRAME
INFO METAL. SEE TABLE 2. SHEET 2.
CHORTYPE.
PW EMBEDME PER SUBSTRATE,
FRAME DISTANCE PER SUBSTRATE,
SHOWN SEE TABLE SHEET 2.
(NAIL SHOWN)
VINYL FD(ED WINDOW NOAVINYL FD(ED WINDOW NOA (LMBSM)) 9 91141911
J-CHANNEL & INTEGRAL FIN FRAMEm J ROSOWS S eKI
PW-552011NTS4 OF 11o€MD-5520.0
PRODUCT REVISW
owmlYyiry viM EmibA
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PRODuCr REVISED
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o
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DESIGN PRESSURE TABLESROSOWSKI
115- PW-5520 NTS 2 8OF11 of MD-5520.0 ' A N
Window Design Pressure, (+I. psi)
wam8t°d°
fe Ghss
TYPe
14'
3/16" A Cap - Aimpace - 7116' AIA with SG
Window
Lang Side (In)
Dimension.
69.649
71
1 73
1 75
78
1 80
1 85
1 86
1 89
92
96
99
32
+8V-110
+BO/•110
+80.110
a-111
5V
+80.110
+801-110
+801-110
+801-110
+801.110
+80.110
+801.110
+801-110
>4
+80.1f0
+80-110
+BO/-110
+801-110
+80/-110
+801-110
a801-110
+BV-110
+BV-110
+80%109.4
+BO/-108.3
+001-107.6
39
+80/-110
+80/-110
a80.110
+801-110
♦80.109.8
+80/-108.6
+BW-106.8
+00%90:i.8
17WI05.9
+BW-104.7
aB0/d03.6
aBOM02.9
38
.80/•109.7
+B0.108.9
.601-107.8
+801-106.8
+BW-105.5
+80/•104.6
+00/-102.7
1 +00f-102.6
1 +80/-101A
a801-100.5
+801-99.4
+00/A8.7
40
+e0/•IO6.J
+BV•f09.S
+80/-004.4
+130/•103.3
+801-101.9
+BB/•101
+BO/-9a1
+W1-%.7
+WO 7.7
a60/-%.0
+B0/•%.7
+%I55
42
+80F103.3
+BW.102.5
1 +001.101.3
1 +00/-100.2
+80/•988
+80/•97.9
+p/-958
1 +80/•95.5
1 +8 -KIS
+801-93.8
a801.52.4
1 a8N410.7
Be aBV•94,6 +00.908 +80.922 a00-90.9 2 +eDlA8.2 +501AS4 +®111 +60/A2.d *112: V-77.6
S2 aB0A3 +eV•92 +BO/A0.5 +BVA9.2 +B0A7.0 +GO/A6.4 +B0A3.3 +80/A23 +eO/-m.t +1•78
M 1 ♦801-91.7 ♦Bw-90.6 1 +83149.1 1 +901A7.1 1 +001.85.0 1 a601Ad.7 1 +80/A1.3 1 +W/AO.d 1 +1-78.1
+:� pegE:}{1�2t,TG:"raQelE:I9f
MAX.O.OSPACINGIFANCHORNG
MAX.O.GSPAONGIFANCHORING
THRDUGHTHEFRAWPERSHEETS3&4
IHROWHTHEINTEGRALRNPERSHEET4
APPUES TO B, C O R D ANCHO R5
ISUTABU4
NOTAPPUCABU
13.T
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG PRODUCT REVISED
S1DE mPIYinO wid, d,eRmd.
�- LONG SIDE d RniINnB Coee
Pml:n Dm /J[%fji
1 SHORT � Hv
SIDE Nfiumi P,adwi
L SHORT
�I 010E
f� LONG SIDE �� }
� I >
SHORT d LONG
SIDE F SIDE
L 1 � �N¢
m 0
L9 N n e1.0 N
GLASS TYPE514 THROUGH SHORT I _ O
0
i7 MAV NOT SE USED'MTH SIDE F- r ns o
J E O
JLHANNEL OR INTEORPI ZLL
• [IN coon
TABLEII:
Window Design Pressurs, (+l-psf)
MedNMre
fora..
Type
16
3/16" T Cap-Aimpace -7116' A/A with SG
Window
Long film (in)
D-Sims
77.76
76
81
53
BB
87
91
94
98
99
104
1 107
1 Ill
38
+BV-110
+80.110
+80/.110
+60410
+80'-110
+ -110
+801•110
+W-11D
+ Alo
+801.110
+BN•119
+W-110
+ -110
40
+8V-110
+801-110
+80.110
+80.110
+80.110
+80.109.9
+80.106.6
+90'-107.5
+80'-1069
+8V-10a1
+B0/-1048
+80-1D4.1
+W-ID3.3
42
+W-110
+80-109.6
+60-108.8
+801407.9
+80.108.7
+S0.10a3
+BCV-104.8
+80-103.8
+eD/-1D32
+BW.1008
+50.97.7
+60-984
+80184.8
44
+801.107.3
+80-10a7
+B0-1057
+S0.104,7
+80-100.4
+801A03
+e31•101.4
+B0.98.8
+80b87
+60-941
+80.91.4
aBW-90.3
+ ,89.2
48
+801-102
+80.101.3
+80-100.3
+8019 2
+80-07.3
+BO/-98.2
+6V-925
+BOY-90.4
+80/-09.2
+80-073
+80434.4
+60-027
+80430.6
so
+80.99.8
+801-69.1
+80.98
+801.95.9
+W-93.9
+80VA31
+Bd-89.9
+801-87,7
+BW.&2
+80-043
+W.81.1
H-79.3
0.77
61
+801•98.5
+801-95
+B0-98.9
+80.95.8
+804328
♦80/-92
+60V38.7
+804314
+80/46
+8V4328
a/-79.6
+/-77.7
+/-75.3
54
+BV-9a1
+801863
+80-94
+B0-S21
+60+39.4
+80/-811.5
a00436.1
+50-827
+8014n.1
+/-78.9
+A75.3
+/•73,2
+/-70.e
t,
58
+W0
+80410.2
aB0.91.6
♦8V•90.1
+W-87.2
+8E9.88.3
+80-028
+801.80.2
+/-78.6
+/-76.3
+/-726
+/-70.5
$
58
+80'-91.4
+WQD.6
+B0-09
+60-07.5
+B0-061
+80.84,2
+80.80.6
a/•7B
+/-7A3
+/-738
a/-70.2
c
81
+801-07.8
+80-87
+81Y406.3
+80.83.8
+BW.81.2
+80140.5
+/-
E
m
83
+B0A5.5
+86'A46
4B0-820
+80/A1.1
+/-78.8
a/-78
+l-7d.e
+1-723
+/-70.8
64
+80$4d
+8VA3.6
+B0-01,7
+/-00
+/-77.5
+/-78.6
+/.736
+1-71.2
66
+80-822
+W.81.2
44.79.4
+1.77.8
+/-76
0-74.2
+/-71
36
+1-00
+1.79.1
+/•77.2
+1.754
+/-727
+/•71.9
70
+/•78
+1-77.1
+/-75
+1.73.2
+/.70.6
72
+/-78
a/-75
+/-73
+/-71.1
74
+/•74.1
+/.73
+/-71
76
+/-722
+/-71.1,
77.78
+/-70.5
WE
MAM.0.0.8PACING IFANCXGRNG
NA%.0.0.8PAONG IF ANCHORING
THROWHTHE iPAME PERSNEDS384
THROUGH IHE INTEGRAIfIN PFRSHFFTO
APPLIES TO B, COROANCHOAS
ISFEiA0IE 3i
NOLAPPNGBLE
]3.2'
AVOWABLE
MHX.O.O SPAQNGIF
ANCHOR GROUPS
ANCNORINGTHROWH
PE0.RGRBOU
THEFRAMEPERSHUGH
B,CORD
132"
NOTES:
q BUCK DIMENSIONS SHOWN.
]) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITEMRAL WINDOWS (SEE SHEET 2).
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY M WITHIN,
m N oN
r m o � ag3 GNd
p� 00 m ? O
�i ftz
O � OLL
3 Pa- m
® 00 W laaVS
30 N Z
o X a m
LL Z N
w Y O w
u z w 3
> o LL
=nu 'a.o0 •w.Ps
QI.16EP1�h1610]
.ear-110 +Ba-110 .801-110
.ea-11oT�—I
d0 +801-110 +Ba•110 +wl•110 +wl•110 +BOI-010 +wl•110 +80/-110 ,ed-1T➢ 1w/-110 1801-110 1a01-110
42 +Ba-110 +BOA110 +wM10 +801-110 ,Ba-0 . +801.110 +So,.110 +Ba-110 .Ba-110 +Ba-110
d awlA 10 +Ra.11o I+wr-110 I +w1•110 I +BOI.110 I+N/.Ilo I .8a-110 I +Ba•110 I +6a-110
2 w
.Bor-no
,Boo -no
,Bol-rm
+Ba-no
+wl-110
63
a8a-110
a0a-010
+ea-110
64
+Ba-T10
aea n0
.W-110
TABLE 13:
O.OSPACING IFANCHOPING
MAX. O.C. SPAONG IF ANCHORING
IHROUGHTHE INTEGPAL FIN PER SHEEi4
THPOUGHTHF FMMEPERSHEFT6384
APPII EL TO B, C 0 P D ANCHORS
(.,AS.)
NOTAPPD(ABIE
SLB"
TABLE DIMENSIONS LMV BE
ORIENTED VERTICALLY OR
HORIZONTALLY AB BROWN.
LONG
SIDE
f� LONG SIDE
1rI PRODU(.TREVISM
SHORT 1 n< MYW wIdd roe ilvlda
SIDE Balch, Cale VIM 9-
� L BXORT � Bipin, Dssc 9D4D SIDE
0y
'---iii''' Muni Poe PraM1rt
�— LONG SIDE SIDE Sy }
IDE
SHORT 9 LIDE
L nU1 Y G
'GLASS TYPES 11 THROUGH
17 MAY NOT BE USED WITH SHORT _ W
J-C NNELORINTEGRAL SIDE f y
FIN 7Ma O N
N of
VAn6ow Design Pressure, (+l• pso
Oa 1Akta°Is
Ha ass
3H G" TCap • Airspace -7116" H/H With SIG
ryes:
17
Wn44w
Lmg Slaa On)
Dlmenslws
77.76
79
81
83
E6
8]
91
94
96
99
104
107
111
116
120
is
138
144
w
+80f•110
+801-110
401-110
+801-110
+Ba410
+601.110
+801-110
+80/•110
+801-110
.801-110
+801-110
+Ba-110
+80/-110
+801-110
+801•11p
+BaM0
+801410
+W-110
AO
+60/-010
+w/-llo
+80/-110
+80'-110
+Ba-llo
+801-110
+80/n10
+80MIC
+801-110
.801-110
+0-110
+80/-110
+80I-010
+Ba-110
+aa•ilo
+80/•110
+801410
+601•110
Q
+80/-010
+80/-110
+801-110
+130`410
.801410
+80/•110
+801•110
+801•110
+60/-110
+Ba-110
+=.Ill
+801-110
+=:Ila
+801d10
+801410
+=.I10
+801410
+w-flo
m
+8W.110
+B04110
+801-110
+80'.110
+801.110
+w/-170
4801-110
+80/-11D
+001-110
4801-110
+801 110
+801-110
+W-Ilo
♦80M10
+801-110
+=.I10
+801-110
a
+e01•110
+80A.110
+801-110
+801•110
+801.110
+801•110
.801•110
+801•110
+ea-110
.801.110
.80111a
+w/-110
+80/-Ila
+80/•11D
+80/410
+801•110
w
+801-010
+801-110
+601-110
+Ba-110
+Ba-110
+w/-110
+80/-110
+Ba-11D
+801•110
+80/-110
+0-110
+801-110
+Ba-110
+801.110
+80/-110
31
+801•110
QW-110
+Ba-no
+001-110
+801410
.8W-110
.801-110
+601-110
+BDI-Ilo
+80/410
+8014np
+Ba-Ilo
+=.Ila
+801-110
64
+801-rl0
.80MIo
+801410
+Ba-I10
+801-110
+80a110
+801-110
+801-110
+804110
+801m0
+801•110
+fia-no
+801•110
M
♦90/410
+801-110
1 +Ba-no
1 4801-110
+sa•110
+Ba•I10
4801-110
+801.110
1 +801-110
+801-110
+Ba-IIO
+801-110
Be
+801.110
+80/-110
♦801-110
+Ba-i1D
+801-110
+w/•110
4801-110
1 +801-110
4801.110
1 +801-110
1 +Ba-110
m
61
+801-110
.801-110
+801-110
+804-110
.Ba410
+801-110
+BO%HO
+801-110
+00%110
+801-110
S3
+801-110
+801-110
+80/-110
4601-110
+1301-1/0
+801
+walio
+801-110
+801-110
A
+8a-110
+80M10
+w/410
+801-110
+801-010
+801-110
♦801-110
.B01-110
US
+801-110
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+801.110
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+W-110
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66
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74
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+801-110
Te
+Ba•no
+ev110
'
17.76
+801410
NOTES:
1)FOR SI SNOT SHOWN,
3) FOR ARCHITECTURAL
URAL W ROUNDNDOW U EE SHEET
NEXT AD THE LE BHORT OR LONO WINDOW N.
SIZE
3) FOR gRCHRECTURAL WINDOWS (BEE SHEET 3), FIND THE SMALLEST 30VARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL W NOOW WILL COMPLETELY FIT WITHIN.
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FRAME
ASSEMBLY DET.......
.Der y .wr .osr
._
955-
nn 'r— =�l
O ANCHOR COVERER L 1.483' ,.IB3' 1ABY IAW
.mod• I I �1• Lo =31
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T ,.3 T L
O8 7 ALUMINUM
SILICONE HOT-MELT,BUTYL REINFORCEMENr POLMSO- DESK ANTFILLAREA
e66' STRUCTURAL BUTYLENE
I`r .,TS STRUCTURQ SILICONE WWNOM. AWNOM. SEV. ICONEOM,
II—iL POLYISOBUrvLEN 1!d•NOM. FOAM BUTYLa SLLICONE SEAL
WITH DESICCANT WITH 'N1tFORMED
T ' DESICCANT
DESICCANT FOAM STAINLESS STEEL
O tM, GLASS EXT. GLASS EXT. GLASS D(T• GLASS
U,- —INT.GLASS
MITERED
CORNERSWITH KODISPACE
I �RRIORO
RANO Be 4SG TPS
WELDS
EXTERIOR
n
Part
Description
Material
80
Kommeding 4SG TIPS Spacer System
81
puanox Super Spacer nXT with Hot Melt Butyl
See this
Sheet br
82
Ouanex Dumseal Spacer
Materials
89
Cardinal )d Edge spacer
E T EPORTS: FTL-a717' oma I
aSUPER
SPACER®NXT11'
92
DURASEAL�
SPACER
0
PartO
Description
Material
1
620117
Lchannel Frame
PVC
2
620118
Flange Frame
PVC
3
620119
Integral Fin Frame
PVC
4
620120
Equal Leg/Box Frame
PVC
5
620133
Anchor Cover
PVC
6
720136
7/8' Glazing Bead
PVC
7
720135
1' Glazing Bead
PVC
74
Backbedding, GE 7700 or Dow 791
Silicone
78
71646N
Setting Block 7/8" x 1" x 118'), 85 .l- 5 duro.
EPDM
NOTES:
1) SOME PARTS NOT SHOYM FOR
CLARITY.
2) J-CHANNEL FRAME SHOWN. PART
g1.OTHER FRAME TYPES APPLY.
3)ITEMS 08-73, 75-77579 ARE NOT
e
USED AN ARE NOT PART OF THIS
APPROVAL
CERT.OF AVTN. C292B
41 ROYAL PVC TO BE LABELED FOR
1070 TECHNOLOGY
AAMA ExRtuOERCODE.
N. VENICE, FL 34275.
(941)-4BO.1600
C,/� �INT.GLASS
XL EDGEm
SPACER
* . No.5ahaa r S
VINYL FIXED WINDOW NCA (LM85M) g 919/14
A l :4r
BOM B ASSEMBLY a� JROSOWSKI �0,�•., sr ;•�;
JR - 05/05/18 -ADDED SPACERS 77S/ONAL fEN`�.`�
a L otl ALYNNM9 PE
PW-5520 ,y NTS � 110E 11 z MD•5520.0 �� A PEa 5e7os
Ca ^�_D
DEC 1) 0 2017
PERY31l
MIAMI•DADE St. Lucie County, FL MIAMI-DADE COUNTY, FLORIDA
om 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) w .miamidade.pov/economy
PGT Industries. Inc.
1070 Technology Drive
North Venice, FI.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.
DESCRIPTION: Series "FD-555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-555.1, titled "Vinyl French Door and SLT/ TR", sheets 1
through 12 of 12, dated 05/07/13 with revision A dated 03/18/15, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 13-0815.03 and consists of this page 1 and evidence pages E-1 and E 2, a9:
well as approval document mentioned above. r�
The submitted documentation was reviewed by Manuel Perez, P. E. File COPY
Not Included On J;hksR9f.QJA.03
Expiration Date: January 23, 2019
Approval Date: July 02, 2015
Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 13-0815.03)
2. Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR", sheets l.through 12
of 12, dated 05107/13, with revision A dated 03/18/15, prepared by manufacturer,
signed and seated 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
along with marked -up drawings and installation diagram of an outswing PVC French
- door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370,
dated 05123/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under previous NOA No.13-0815.03)
2. Test reports on: 1) Uniform StaticAirPressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an outswing Rigid PVC
French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under previous NOA No.13-081S.03)
3. 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
along with marked -up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated
05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under previous NOA No.13-0815.03)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Rigid PVC fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under previous NOA No. 13-0815.03)
Manuel z,P.E.
Product Contr E miner
NOA No.-0409.03
Expiration Date: January 23, 2019
Approval Date: July 02, 2015
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51n
Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04/09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-6916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White)- Glass Interlayers" dated 06125/15,
- expiring on 07/04118. -
3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their
"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14,
expiring on 09/30/19.
4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their
"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions
for Windows and Doors", dated 11/06/14, expiring on 09/30/19,
5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their
series "VE 2000 Tan 202 and lighter shades (Non —White) Rigid Cellular PVC
Exterior Extrusions for Windows and Doors" dated 01123/14, expiring on 01/23119.
6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their
series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors"
dated 01/23/14, expiring on 01/23/19.
7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their
series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for
Windows and Doors" dated 12/29/11, expiring on 12/29/16.
8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal
Conductivity 0.881 BTU -in/ hr.-ft? °F, ASTM F 1249 WVTR-Pass, ASTM D3985
Oxygen —Pass, ASTM E 2190 I.G. Durability -No Fog -Pass.
(Submitted underprevious NOA IV& 13-0815.03)
9. Quanex Part Durnseal complying with ASTM C518 Thermal Conductivity 2.22 BTU -
in/ hr: ft? °F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permcance-Pass,
ASTM E 2189 I.G. Durability No Fog, ASTM E 546 Dew Point Development -20°F
in 48 hrs. (Submitted under previous NOA No.13-0815.03)
Dlanuek e yie
Product Control xarNOANo. 1 3
Expiration Date: January 23, 2019
Approval Date: July 02, 2015
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13.
(Submitted under previous NOA No. 13-0815.03)
11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC)
Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior
Profile Certification Program.
(Submitted under previous NOA No.13-0815.03)
F. STATEMENTS
1. Statement letter of conformance to and of complying with FBC 5" Edition (2014),
dated 03/30/15, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E.
2. Statement letter of no financial interest and of independent, issued by manufacture,
dated 03/30/15, signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338
and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and
05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under previous NOA No.13-0815.03)
G. OTHERS
1. Notice of Acceptance No. 13-0815.03, issued to PGT Industries, Inc. for their Series
"FD-555 Vinyl" Outswing VE 2000 Tan 202 lighter shades (Non -White and White) Rigid
Cellular PVC Door w/ Sidelites and w/ Transoms - L.M-I., approved on 01/23/14 and
expiring on 01123/19.
Manuel Perez, P.E.
Product Control Examiner
NOA No. 15-0409.03
Expiration Date: Jauuary23,2019
Approval Date: July 02, 2015
E-3
GENERAL NOTES' SERIES FD-5555,
IMPACT -RESISTANT VINYL REINFORCED OUTSWING
FRENCH DOOR 8 SIDELITERRANSOM (SLTRR)
1) THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF WE
FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH2).
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS
3) FOR MASONRY APPLICATIONS IN MWAI-DADE COUNTY, USE ONLY MIMeAADE COUNTY
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, ASTM Cw CONCRETE MASONRY UNITS (CMU'S) OF NORMAL WEIGHT AND OF COMPRESSIVE
STRENGTH OF MIN. 1.9 KSI) AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD
BUCKS LESS THAN 1-1G' THICK ME TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS
ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X
ME 1-iR-THICK OR 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 MCNRECT OF RECORD.
511F SILL IS TIGHT TO SUBSTRATE. GROUT IS NOT REQUIRED. IF USED, NON -SHRINK,
NON-METALLIC GROUT AT 3.4 KSI MIN. PER ASTM CHOT, (DONE BY OTHERS). MAX.114' SHIM
SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT
TIGHTTO THE SUBSTRATE, ANOTRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, DRAB
APPROVED BYTHE AUTHORITY HAVING JURISDICRON, COMPLYING WITHTHE FBC.
e)ANCNOREMBEDMEWTOBASEMATEWALSHALLBEBEYONDWA URESSINGORSTUCCO. USE
MMORSOFSUFBCIENTLENOTIHTOACHIEVETHEEMSMD WSHOWNONTABLEI,THIS
SHEET. NARROW JOW SEALANT IS USED ON ALL FOURCORNERS OFTHE FRAME. EXTERIOR
INSTALLATION ANCHORS SHOULD BE SEALED. OWMLSEALNG(FIASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS,
7) MAX. 114' SHIMS ME REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT
FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD
BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY
THE DOOR SIDEUTE OR WANSOSL
8) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND
GLASSPERASTME1300.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE,
FRAME ANALYSIS AND GLASS PER ASTM El3w.
9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. WE 31113E STRESS INCREASE HAS NOT
BEEN USED IN THE DESIGN OF THIS PRODUCT. WE 1.6 LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET WE REQUIREMENTS OF WE FLORIDA BUILDING CODE
(INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE
lot ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS
BEEN TESTED TD COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS.
11) SIMS MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA
BUILDINGCODL
12)REFERENCES,.
TEST REPORTS: FII S 7371
NOAS: ELM ULTRACON NOA'. ELCO CRETEFLEX NOA: ELCO AGGRE.GATOR NOA;
VISION EXTRUSIONS, LTD. WHITE RIGID, VE 1000 TAN 202INONMIII RIGID S BROWN -COATED
(PAINTED OR LAMINATED) RIGID PVC NOA'S, VISION EXTRUSIONS LTD. WHITE 8 VE taw TAN
(NON -WHITE) RIGID CELLULAR PVC NOA'S, ANSI/MSPA NDS FOR WOOD OONSTRUCTIONAND ALM
ALUMINUM DESIGN MANUAL
13) THE 5555 SERIES IS ALSO MOM N AS THE 555 SERIES.
14) I WMLAYERS MAY BE MANUFACTURED BY E.I. DUPONT DENEMOURS S CO., INC. OR KURARAY
AMERICA, IND.
DESIGN PRESSURE RATING
I IMPACTRATING
VARIES,
SEE SHEETS 465
RATED FOR WOE S SMALL
1 MISSILE IMPACT RESISTANCE
Group
Anchor
Substrate
Distance
lstw
Mi..
Emhedment
A
311S' Elco Ullmcon
Unpmuled CMU, (ASTM C90)
1'
1-114'
Unllmuled CMU, ASTM Gs01
2-1/2'
1-Ild'
410 Steel SMS (G5)
410 410 G.S. SMS
410183 B.S. SMS
P.T. Southern Pine (SG=0.65)
112'
131W
Aluminum, 8083-T5'
511&
0.007
Steel, A36'
5116'
0.083'
Steal Slud, A553 Gr. 33'
6118'
0.063'
B
3116- Elco Ulracon
P.T. Southern Pine (SG=0.55)
TIT
13/6'
Grouted CMU, (ASTM G90)
2-1/2'
21/4'
Corrorelo (MIM 2.05 KSI)
1'
1318'
114- Elco LAracon
Un=utad CMU, (ASTM G90
2-11TlIl/4'
412 Steel SMS IDS)
112 tee SMS
412410 B.S...SANS
P.T. Southern Pine (SG=0.55)
9/78'
Aluminum, 603T-TS'
We'-
Steel, A38'
318"'
Steel Stud, A653 Dr. 33'
318'
Ga
D
1/4' Eloo Ullr'ecw
P.T. Southern Pine (SG=0.55)
1'
Grouted CMU, (ASTM G90)
2-1/2'
Concrete min. 2.85 kel)
1°
1/4' Elco 410 S.S. CreleFlex
Concrete (min. 3.35 KSI)
1''
Un9muted CMU, ASTM G90)
2.1l2''
1/4' EIcD 1" S.S. A90re-Gator
P.T. Southern Pine(SG=0.65)
1'
1316'
Conomte (min. 3.27 kel)
1.1/2'
13/6'
Ungro ded CMU, ASTM G90
4'
1-1/0
IW Elco Uilmcon
Concrete (min. 2.851,81)
2-1/2'
131V
D
114- EIwAlD S.S. CreleFlex
Conumn(min. 3.35 KM)
1 2-11T
1314"
- MIN. OF 3 THREADb BEYOND THE nl 1LL
Type
4
Dowrlp6on
Whom
Used:
1
1-SHB'LaM.IG 1/8'T-11/18'Air-116'An- .090'PVB-11"7M
Door
2
13/1fi' Leml. IG (3/16' T- 5/8' All • 110" An •.090' PVB -1l8' An)
3
1-L16'Lem1. 10 1/8'T-0/1rl AIr-3/1B'An-.0901 SG•3116^An)Sldelile8
4
1-3.18' Leml. IG (3118" T-112' AIF 018An -.090' SG - 3/16" An)
7laneom
S
1-11C Leml. IG 118'T-W18"Air-3/10"An-.O9G'PVB-3/16"An
(SLTITR)
0
I VIW LamI. IG (WlW T-112' Air- 3 16" An -.099' PVB - W16' An
PVB = POLYN NYI. BUTACITE
SG - SE NTRYGLAS®INTERLAYER
SEE TABLE 11 FOR SPACER INFORMATION
OUIDETOMEETS:
GENERAL NOTES_..___._
EIEVATI0N5.__......_....._.�_.._ 2
GLAZING DETAILB................_.._... 2
DESIGN PRESSURES ..................... Is
BIDEUTEITRANSOM ANCHORS.... 4.6
INSTALLATION.._._.._...._..._...._. 7.0
EMRUSION PROFILES......___.. 10
PARTS UST...._.._.._.__._..._ 11.12
CORNER OETPJLS_.._.._.��—_ 11
HMDWANE OETAILS_._._...._....12
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WIDTH (MAX
/ o /
BB'
/ MAX.
Bl HEIGHT
Mm.SLM (ALL ODOR
HEIGHT
HEIGHT CONFIGS,)
TYP. DOOR SLAB L
%x
DETAIL
HEET tl
�.I� 4(r +{
-� "LL(X2) v
1
M
OR'
EXAMPLE CONFIGURATIONS
40'
I Tv Mm. -�-i
30.0 FT' MAX,
SEE SIZE RANGES FROM
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SEE SIZE RANGES FROM
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TYP. MAX.
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LENGTH ell l
40' .
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VERTICAL
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QMOE STILES
ANDNARROW
O/O WITH
MILS SHOWN ON SIDELITESI
HORIZONTAL
NOTES:
1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED.
MULLION
2)MULLIONS SHOMME STANDARD 1' FRENCH DOOR MULLIONS PER THIS NOA.
(WDE STILES AND
3) MULLED CONFIGURATIONS NOT SHOWN MY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA
WIDE MILS SHOWN
4) FRENCH DOOR MULLION IS LIMITED TO BB' IN VERTICAL APPLICATIONS AND 40' IN HORIZONTAL APPLICATIONS,
CN SIOELITE &
5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTRR OR MULLED ASSEMBLY.
TMNSOMI
0)ADDITIONAL CONFIGURATIONS USING THE V FRENCH DOOR MULLION ME POSSIBLE. USE THE ABOVE DRAWINGS AS
A REFERENCE FOR SIZE LIMITATIONS.
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(NARROW STILES
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MULLION INSTALLATION
MULLION INSTALLATION
(010 01010, ETC.)
(XIO OIX XIX OIXIO XIOIX OIXXIO ETC)
-- SEE MULLION CLUSTER
-- SEE MULLION CLUSTER
DETAILBELOW'
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MD P u D u Im u O DOVBLEDOOR
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MULLION ATTACHMENT& INSTALLATION pep WA 1 wA wA wA TMEFRAME
WIDTH OF THE
SLTRP 1 J 2 f DOUBLEDOOR
ATTACH DOORS, - pep WA 1 i ] 2 1 ] ] 2 WA WA WA
MEN USING
TRANSOMS TOTHE f ] f ] ] f J f ] J J 1 THIS TABLE.
MULLION AS PER / / 1'MULLION
THEINSTRUCTION INSTRUCTIONS:
OF THE INDMDUAL TPANSDM e' I HORI20NTAL 1)DOOR HINGE JAMBS OF ALL HEIGE6TO ALWAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE I, SHEET I, FOR
PRODUCT --�- —`\\ I MAX. jMULLION ALL APPROVED ANCHOR& FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGHTHE HINGES, ONEATEACH
G ANCHOR)
TABLE 7:
HORIAYTAL MULLION
DESIGN PRESSURE
T0.0 PSF
TYPES BEE SEPARATE
(APPLICATIONS HINGE LOCATION (RECOMMENDED 010 FLATHEAD SUS OR 3/1V FLATHEAD ULTRACON FOR EACH HE E
/ALWAYS REQUIRE 2)FOR A MULLED UNIT. DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR
TWO(2)ANCHORS EXAMPLE, ON AN'XIO'CONFIGURATION, THE DP FOR THE DOOR. THE MULLION AND THE SIDEOTE MUST EACH BE
\
I (TYPE A.D) AT EACH DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY.
--
MULLION END.
NOTES:
_
SINGLE UR �SHOWN BE RID N
2) CH
V FRENCH
2)MULLIONS SHOWN ME STANDARD I'FRENGH DOOR MULLIONS.
MULLIONS STAND
N00.
T� 0) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION
40•MAX.AS WIDE THANd'WILLRENGTH IN REQUINTAL RE
THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP.
TRANSOMS WIDER THAN 40'WLLL REQUIRE ADDITIONAL 4) FRENCH DOOR MULLION IS LIMITED TO 96' IN VERTICAL APPUCATONS AND 4IY IN HORIZONTAL -APPLICATIONS.
STRUCTURE OR DAU.11—EO MULL -I BETWEEN 5) NARROW OR NOE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITERRANSOM OR MULLED ASSEMBLY.
TRANSOM AND DOORISIDEUTE. 8 FOR SIZES NOT SHOWN. ROUND UP TO THE NEXTAVALABLE SHORTOR LONG DIMENSION.
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EMBEDMENT I IN' INSTALLATION
' OPTION 1
DIST� SHIM 16 INST NTO]X WOOD. 13
TYP. MCHORTYPE,
EMBEDMENTAHD
EDGEDISTANCEPER
SUBSTMTE.SEE
TABLE I, SHEET 1.
1 ANCHOR PER HINGE
TOBETHROUGH
SU55TMTE.MIN./10
FLATHEAD EMS, SEE
TABLE 1. SHEET 1. RR"IITAIL(�
EXTERIOR
V WOOD BUCKSTRIP ALSO SEE BELOW
ORFRAMING,SEE
NOTE 3. THIS SHEET
EMBEDMENT
_-
INSTALLATION :.•,, .,:
OPTION 2
INSTALLATION
MCNOCTLY
INTO MASONMASONRY.
TYP. ANCHOR TYPE, EMBEDMENT
AND EUOE DISTANCE PEA
SUBSTRATE, SEE TABLE I, SHEET I.
:MSEOMENTAND AVOIDINTERFERENCEWRH
SUBSTRATE,SEE OPPOMNOANCHORBYCHOOSING
THE CORRECT LENGTH OR
STAGGERINOLOCATONB.
\l TYP.ANCHORTYPE,
]31 EMBEDMENT AND EDGE
DISTANCE PER SUBSM
BEE TABLE 1, SHEET 1.
1 ANCHOR PER HWGET
THROUGH SUBSTRATE.
010 WIT
MIN,
FLATHEAD
MB ON
MIN. 3 THREADS BE
WMETALSUSSMATE.
tEXId ]2
EEjRRjIOR ffi EXTERIOR
�7 1' FRENCHDOORMULLION 1B ]G
DETAILI 1 ANCHOR PERHINOE TO BE THROUGH DETAIL01
SUBGTRAN. SEE TABL I. S HE T
ALSO GEE ABOVE ULTMCON, BEE TABLE I, SHEET I.
INSTALLATIONNOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ONTABLE 1. SHEET 1. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. MY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR, SWUM ORTRANSOM.
B) WOOD BUCKS DEPICTED ON THIS SHEET AS -Ir. ME BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1M.1X WOOD BUCKS ME OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
MASONRY. WOOD BUCKS DEPICTED AS W ME 1-1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO SE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AIRHORffY 11AVINO JURLSDICTgN
3) FOR ATTACHMENT TO METAL -.WE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OFTHE D00R SIDELffE ORTRMGOM
411F APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO WE WHOLE SYSTEM,
EMERIOR
n DETAIL JO
A)NOCHANGES THISSHEET -
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INSTALLATION
EMBEDMENT AND EDGE
OPTION 4
1N'
1B 20 DISTANCE PER SUBSTRATE,
MAX
23 10
SEE TABLE I, SHEET I.
INANCHORS
SHIM
DIRECTLY RECTLYI IMO METAL
EDGE
ITT
1MCHOR HINGEUBSTRATE.
DISTANCE
1G I'
SPER
.MBE
THROUGH MIN.
lUl
ADEMS WI.
FLATHEAD EMS WITH
—�-
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DISTANCE PER
A onM
SUSSTRATE,SEE
e.•u -A-. r-
TABLE I, SHEET I.
EXTEEERRRIIOR V 31 L
t•FRENCH DOOR MULLION
INSTALLATION OPTION 3
INSTALIATIONANCHORSTHROUGH
7XBUCKSTBIPINTOMASONRY.
EMBEDMENT
T
t MAX
SHIM
EDGE
DISTANCE
1
EXTERIOR
V
DOORFRAME WIDTH
DISTANDHORTYUBSTRAE. SE TANOE1,S
AS IDEPERSUBSTRATE,HOFPOLEGSHEET
COLD INTERFERENCE WITHOREC LE
EMBED
ttP.ANCHORTYPE, ;0"
CMORBY INGLOC TION CORRECT LENGTH EMBEDMENT
DISTMENTANO R STAGGERING LOCATIONS .
EDGE DISTRACT PER 23
SUBSTRATE. SEE
TABLE 1. SHEET 7. EDGE
DISTANCE
n
TYR. ANCHOR
31
TYPE,
2B
3
EMBEDMENT
AND EDGE
DISTANCE
PER
SUBSTRATE,
SEE TABLE 1,
SHEET 1.
37 EXTERIOR
CONCRETEAWU
PERANCHOR
0
�•
REQUIREMENT 1XWO0D
EXTERIOR BUCISTRIP,
SIDEUTEITRANSOMFRAMEWIDTH
7B
SEENOTE2,
THIS SHEET.
DETAILOF
DETAILQO
INSTALLATIONNOTES•
7) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1. SHEET 1. FOLLOW EMSEOMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USEDON
ANY SIDE OF THE DOOR, SIDELRE OR TRANSOM.
21 WOOD BUCKS DEPICTED ON THIS SHEET AS -W. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1 a'. 1X WOOD BUCKS ME OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
MASONRY. WOOD BUCKS DEPICTED AS -2X' ME 1-in' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF MOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAMNO JURISDICTION.
3)FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF ASIM TO PROVIDE FULL SUPPORT TO THE FRAME OF THE COOK. SIDELRE OR TRANSOM.
A) IF APPLICABLE. LOWEST DESIGN PRESSURE FROM DOOR SBOEUTE. TRMMM OR MULLION APPLIES TO THE WHOLE SYSTEM.
DETAILO
MIAMIDADEMPROVED
MULLION(BEE SEPERATE
NO% 1ITE"Eµ STEEL
FRAMING OR STEEL STUD. SEE
SUBSTRATE PROPERTIES.
TABLE D.THIS SHEET
TYP. MCHOR TYPE. EMBEDMENT
ANO EDGE DISTANCE PER
SUBSTRATE. SEE TABLE 1, SHEET 1.
va'
MAX /1
SHIM
PERANCHOR �w
REQUIREMENT
DETAILOC
INSTALLATION
OPTION 2
INSTALLATION MC HORS
DIRECTLY INTO MASONRY.
INSTALLATION OPTION 3 INSTALLATION OPTION 4
INSTALLATIONANCHORSTHROUGH INSTALLATION ANCHORS THROUGH
IX BUCKSTRIP IMO MASONRY. _ EDGE 1X BUCKSTRIP IM02X WOOD. _ EDGE
DISTANCE DISTANCE
2%WOOD
CONCRETE BUCKSTRIP
PERANCHOR ? ' ; OR FRAMING,;*W3
REOUIPEMEM T EMBEDMEM SEE NOTE2, EMBEDMEMTHIS SHEET t_ PMRODUCT'RBVISEDp",tadWOOD 1% NOOD E2. THIS
HIS RIP.HEE SEE Rvildil{ N BUCKSTFUPNOEE 23 NOTE 2. TXISSNEET. AacPIMKRNo�.
NOTE 2, THIS SHEET.
.,.....6 ���.. IM MAX SHIM EFVUeUm Dale
ANCHOR TYPE,
:DMENT AND EDGE
%NmTABLE
ISSUES 1. ATQ
TABLEI,SHEET I. AVOID
RFER)SING ACE WITH
)SINGANCHORBV
DSINO STAGGERECT
ING
RH OR STAGGERING
1TIONS
INSTALLATIONNOTES:
1) USE ONLY SUBSTRAnE PROPRIATE ANCHORS LISTED ON
EXTERIOR
TABLE I, SHEET I. FOLLOW EMBEDMENT AND EDGE DISTANCE
a
LIMITS. AM INSTALLATION OPTION SHOWN MAY BE USED ON
AM SIDE OF THE DOOR. SIOEUTE OR TRANSOM
2) WOOD BUCKS DEPICTED ON MS SHEET AS•IX•. ME
INSTALLATION
BUCKS WHOSE TOTAL THICKNESS MLESS THAN 1-11Y. 1X
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED
OPTION
DIRECTLYTOMASONRY.WOOD BUCKSOERCTEDAS�ARE
INSTALLATIONMCHORS
14WMCK OR GREATER. INSTALLATIONTOTHESUBSTRATE
INT02%WOOD.
OF WOOD BUCKS TO BE ENGINEERED BYOTHERSOR AS
24
APPROVED SYTHE AUTHORITY HAVING JURISDICTION.
MEMBER
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
FULL LENGTH VP MAX.S
FRAME OF THE DOOR, SIDEUTE OR TRANSOM
K) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR,
SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE
SYSTEM.
2%WDOD
OR FRAMING, SEE
FRAMING,
NOTE 2. THIS SHEET
TYP. ANCHOR
TYPE, EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE,SEE
TABLE 1, SHEET I.
DETAILQ
TYP.MCHOR
TYPE, EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE,SEE
TABLE 1, SHEET f.
OETAILQK
SIDEUTRANS
RANSO M
DOOR
VISIBLELIGHT
' HEIGHT(DLO)
`f DOOR
14 15
Q
WINDOW FRAME
VISIBLE LIGHT HEIGHT
HEIGHT(DL01
d_
j.- 33 FRAME
HEIGHT
DETAILQ
EDGE DISTANCE
MERTON
a
INSTALLATION
OPTION 2
INSTALLATION
ANGHORSDIRECTLY
TYP.ANCHOR
IMO MASONRY.
TYPE, EMBEDMENT
ANDEDGE
DISTANCEPER
SUBSTRATE, SEE
TABLE 1, SHEET.
EMBEDMENT
CONCRETE PER
ANCHOR
REQUIREMENT
DETAILQ
EDGE DISTANCE
TYP. ANCHOR
TYPE, EMBEDMENT
ANDEDGE
DISTANCE PER
SUBSTRATE.SEE
TABLE 1, SHEET 1.
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L.9B0' � 1.215 "
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1°MULLION I ACTIVE
13 CAP 19 —A
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ALL RIGID AND RIGID CELLULAR PYC BY VSION EMUSIONB, LM.
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M4CHOR O.C. DIMENSIONS SHCWN AS MA%IMUbi
DAVLITE OPENING(OLO) SAES
WHEN USING PART 0 0: (WIDE RAILS OR STILES)
X DOOR FRAME HEIGHT. 12.1=DL0 HEIGHT
X DOOR FRAME MOTH -12.6.OLD WIDTH
((%%DOOR FRAME HEIGHT) -12.1 • DLO HEIGHT
(IOC DOOR FRAME WIDTH 12)- I"• DLO WIDTH
SLTTR FRAME HEIGHT-12.1 • DLO HEIGHT
SLTTn FRAME WIDTH -12.1 • DLO WDTH
WHEN USING PART 04: (NARROW RAILS OR STILES)
SLT!]R FRAME HEIGHT- 4.8 • DLO HEIGHT
SLT" FRAME WIDTH.4.8 = DLO MOTH
DOOR
JAMB
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SIDELIENFANSOM
JAMB WMARROW
FRAME
SIDELITEITRANSOM
SILL WMIDE FRAME
(HEAD SIMILAR)
HARDWARE DETAILS & LOCATIONS
4748 82, 83
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"X" CONFIGURATION
It
POT Part#
Description
Material
47
666032701
0 6 mes ry c.
tanese tea
48
SM32702
P30003-PT Rhbto Look over 68"), Amesbury Inc.
SI6lnloss Steel
49
71032XIFPFX
FROM Look See.. t(J2 X 1" PRO. PH
StalNese Steel
52
20027
Adjustable Strike Plate Assembly.Ames Inc.
Stainless Steel
63
200M
Center Stake Plala Assembly. Amesbury VIM
Stainless Sleet
64
75101X
Slake Plate Screw, : #10 X 1' Ph1L FH
4108.5.
55
78XI2PFHUX
Slake Plate Screw, (pQ: %1fY PRO. PH
4105.5.
60
7SB12M
Flush Belt
61
7803725
Flush Boll Rod PDQ
fit
420M
Flush Boll GuMa XIQ
63
7832 12FP)P
Flush Bolt Was Scree W2 X 112" Phil. PH
64
48033N
Guke Pln(M
65
780M
Flush Boll Strike Plate , Amesbury Inc.
Stainless Steel
86
7832X12FP W
PRIOR Bolt SVlke Plate Screw, (Xq: I R0 Phll. FH
410 S.S.
87
waes
Handle(Lmer
68
waes
Dumm Hentlla/Leer
70
20025
Bull Hlnue. Amesbury Inc.
5leinleee Steel
71
71032XIFPFX
Mnae, Slob Screw. #1032 X 1" PRO PH
Stainless Steel
72
751OIX
Hhge, Fmme Screw. #10X1' Phm. FH
butrueea Steel
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"XX" CONF�URATION \ sl
SEE DETAIL,
TOPLOCX
SIMILAR
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