HomeMy WebLinkAboutNOAMIAMI•DAQE
a ., MIANTI-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) 3I5 2:90 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w v.miamidade.tovleconomv
PGT Industries, Inc. SCANNED
1070 Technology Drive BY
SCOPE`North enice,FL34275 St. Lucie County
This NOA is being issued under the applicable rules and regulations aoveming 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 lvEami-Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Ivtiami-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 "SH-200" Aluminum Single Hung Window - N.I.
APPROVAL DOCUMENT: Drawing No. MID-SH2O0-01, titled "SH Window Installation- sheets I
through 8 of 8, dated 05/11/I 1, with revision D dated 06116!17, prepared by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E., bearing the M&ami-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: None
LA33ELLTG: 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.
TERM'IINATION 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 ofNOA_
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# 16-0505.02 and consists of this page 1 and evidence pages E-I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
KAHF E courm - � NOA No. 17-0630.02
1 Expiration Date: September 01, 2021
Approval Date: October 26, 2017
Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under ND.4 No. 11=0614.01)
2. Drawing No. MD-SH200-01, titled "SH Window Installation" sheets I through 8 of 8,
dated 05,111/11, with revision D dated 06/16/17, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing Laboratory-, Inc., Test Report
No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E.
(Submitted under NO.d No. 11-0614.01)
C. CAL.CULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-511
Edition (2014) and FBC-6' Edition (2017) dated 10/12/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Anchor verification calculations and structural analysis, compIying with FBC-51n
Edition (2014), dated 05/22/1 5, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under NO4 Mo. 15-05-78.22)
3. Glazing complies with ASTM E1300-09
D. QUALITI, ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC-5t1 Edition (2014) and FBC-6t° Edition
(2017), dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
l
Jorge M. Plasencia, P.E.
Prod ct Control Unit Supervisor
NOA No. 17-0630.02
Expiration Date: September 01, 2021.
Approval Date: October 26, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBINUTTED
G. OTHERS
1. Notice of Acceptance No. 16-0505.02, issued to PGT Industries, Inc. for their Series
"SH-200" Aluminum Single Hung Window - N.I., approved on 06/16/16 and expiring
on 09/01/21.
Jorge M. Plasencia, P.E.-
Pro uct Control Unit Supervisor
NOA No. 17-0630.02
Expiration Date: September 01, 2021
Approval Date: OMober26, 2017
E-2
GENERAL NOTES: SERIES 200 NON -IMPACT SINGLE HUNG WINDOW
11 THIS PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING
CODE, INCLUDING THE HIGH VELOCITY HURRICANE SCNELHNRI.
61 SMOTTERG ARE REOUIREU WHEN USED IN WINO BORNE DEBRIS REGIONS.
1) FDA MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-0ADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY
TWITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 6 A A, SHEETS 4 A E.
4) MASONRY ANCHORS MAY BE USED INTO WOOD A9 PER TABLE S. SHEET 4. ALL WO00 BUCKS LESS THAN I-IWW1CK
ME TO BE CONSIDERED IX INSTALLATIDN9. 1X WOOD BUCKS ME CMIONAL IF UNIT IS INSTALLED DIRECTLY TO
SURSTRATE. WOOD BUCKS DEPICTED AS 2X ME Mn-THICK OR GREATER. IX ANO 1K BUCK6(WHEN USED) SHALL BE
MSONEn TO PROPERLY TRMSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION 19 THE
RESPONSIRI LITY OF THE ENGINEER OR MCHTTECT OF RECORD.
5) MCHOR EWEDMENTTO BASE MATFRIAL SHALL SE BEYOND WALL DRESSING OR SNLLO USE ANCHORS OF
SUMRAF.MLENGTHMSPECIREDONTMLESSAB,SHEETS4d8.NARROWJOIMSEALAHTIBUMOMN FOUR
CORNERS OFTHE FRAME WSTAUADON ANCHORS SHOULD BESEALOLOVERALLSEAUNG HINOSTRATEOYFOR
WATER RESISTANCE OF INSTALLATION AMMULM DONE BYOTHER9 AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS,
SI SHIMS ARE SECURED AT EACH ANCHOR LOCATION WHERETHE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD SUCKS, BY OTHERS, MUST BE SUFFICIENTLYANCHORED TO
RESIST LOADS IMPOSED ON THEM BYTIAE WINDOW.
T)WSIGNPMSSURES.
A NEGATIVEOESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE.. FRAME ANALYSIS AND GLASS PF.R ASTM E1300.
8, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND
GLASSPERMTME1300.
C. DESIGN LOADS ME BASED ON ALI MABLE STRESS DESIGN. MO.
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO WE
REOUIREO DESIGN PRESSURE. WE 33 V3%STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF Via PRODUCT.
THE 1 BLOAD DURATION FACTOR WAS IISEO FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME
INTO TAMAGT WITH OWLS OISSIMILM MATERIAI3 SHALL MEET THE REQUIREMENTS OF WE FLORIDA BUILDING WOE
FOR COMOSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTLL479: SLED ULWACON SIGN ELCO CFETEFLDI NOA M51/AFMA NOS FOR WOOD
CONSTRUCTION AND MM ALUMINUM DESIGN MANUAL.
Inn WE 2110 SERIES SINGLE HUNG WKDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAMM OR 40G1
SERIES(RN FRAMEL
ppIM1N _
FOR ANDI
VI6I81.E1LIO.HT
CURVED
BEE 9HEI
NOANCHORS
/ Se1
0-MAX.
REOUIRED IN
STRAIGHTHEM. ,
i rB
9'MA%FROM \---
"'ITEROF
USED NO3
RM- _
B' MAX FROM
CENTER OF
MEETING RAIL
VANDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN MI.GW OR SIMILAR, MAYBE USED BY INSCRISINOTHE
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES MR THAT BLOCK S12E FROM THETABLM ON SHEETS 2 A 3
- -_ WIDTH +{
I-«- WIDTH —�-{
HEIGHT
—.
HEIGHT
I— J/i
Fowr.Nrs
PnonLwlmin
uTHTov
oAwlENeaoa
FAovsTSPLauLNIE
CODES/ STANDARDS USED:
•2017 FLORIDA BUILDING CODE .IFBT'.), STH EDITION
•2014 FLORIDA BUILDING COOE'(FBC.), 5TH EDITION
•ASTM E1300G8
•ANSI/AFAPA NOS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL. ADM-2015
•AISI SIOG-12
•AISC 360-10
_rl
TB'
TIPTO
TIP
EIGHT
A Tr
BUCK
/
_ �11� HEIGHT
33-
MAX.O.C.
NO ANCHORS
REQUIRED IN SILL
III BUCK WOW
631/9•-71P-TO-TIP WIDTH
TYP. FLANGE FRAME ELEVATION
(TESTED UNIT)
Meted..
Min. F
Min. F.
Ste Gomw
2 kill
120 kaf
Eice UIImca s
410 SS El.. C1ntRF1ex®
T55 el
1 T.4 el
III kel
189.7 KO
fi0G3-T5 Aluminum
15 kel
22 ke
A38 Steel
36 Mil
58 k51
Gr. 33 Steel Stud
33 kill
45 kfil
\\II I II II II/2
aONr urvV4
NIL 66705
*
9:u
A i 2 I
.�.'• BT /�' Q 1
10V NICHNLJ4215 RIVE
N. VENICE. FL34275
{t"•. "!•ORIO,NN� ,.�' O
(B91)4BD1B00
"' gt7,oNAL BNG`
corvRl9lrte mn
11111111t "
KDIKRTi M,Iw'
LLRInM1RRE8ETaE0
A IYNN MILLER. P.E.
CERT.OFAN1.092011
OEBION PRESSURE MDNG IMPACT RATING _
VARIES. NOT RATED FOR
TIFF. SHEETS 283 IMPACT RESISTANCE
5?.jnESUCKWIDW .-
9.19'
V191BLEUGHT
M&1�
C MAX. O.C.
35-12'
VSIBLE
LIGHT
Tr
BUCK
HEIGHT
3-MAX. �0'MM. O.C.
TYP. INTEGRAL FIN FRAME ELEVATION
(TESTED UNIT)
GENERAL NOTES .............. _.... _ 1
ELEVATIONS .......... _.__...._._..,. I
DESIGN PRESSURES ._.._.._.2 A 3
INSTALLATION. FLANGE ............. 4
66/16/17 - J R - UPDATED TO
FBC 2017.
PRODUCT REVISED
git dglLe� WITH the ELI
NOA-Nn. 17-0630.02
Expinitlan 02it,09/01/2021
I GENERAL NOTES & ELEVATION I J ROSOWSKI
I SH WINDOW INSTALLATION 105/11111 1
H-200 I NTS 11 OF S
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U 11 I I q aenxM @
O 1070 TECHNOLOGY DRIVE
........ 4N�'� � N. VENICE. FL 34275 8 Aaea
-TyO-; (961}4067fi00 v e= ^vvC
za30
BP =D y � g y.2 CERf.OFAmH. p1Hl96 /L. WGHISf✓fSHA'® Lm
DESIGN PRESSUREA -g 05l05/11 n $�
..... �,�1,� o SH WINDOW INSTALLATION J ROSOWSKI o o ao
'�R.. *I` c SH-200 „ NTS � 2 OF B ;i MD-SH2O0-01 r D.
a N
TABLE4: TABLE2: PRODUCT REVISED
aull.. G rIth III° Markle
xo".. 17-0630.02-
Pxplodpp unto 09/0112021
aT
Mla a rcduct °ne°
TABLE 3:
4 0
c N n
o
HIGURE A: SASH O e O GJ O
CROs36EOTI0N p. 'IOC ,u O
(YaTH I.G. ¢LP99) O
�LLg 63@ w LI
!l Cut1 cDi d $ Z
F2� O m
c�
2� ,..J4
SASH W Q
NSIBLEUGHT HEIGHT � F- W
HEIGHT II B (0 Z 1reK
SASH HEIGHT-3-9110' W
r Z
W Cl w5
G O Z o
Cpl W 2 2
❑ rn Gl
-_� ` •np=•w Lys
a""Y LYN Irl.
` ON....... NAU
G s -,kt No. 58706 '{'`.•*
11USEIHISTABLEFORALLWm00WSTHATAREGLA7FB Wrm GLABS
Me$0.J.NOTAPPucAeLEWITH UWANNEALEOGIASZ [TYPEM.
2) FUR 41ZES NOT SHOWN ROUND UPTOTHENETAVAILPBLEWCRMOR �O.t�'•, ATE I(/`
HEIGHT DIMENSION SHOWN ON THE TABLE-°�(`-'•�FL¢RID!;:'G�=��
"Z,,/ONAL �.``.
ALTNN MILLER, RE.
WINDOW HEIGHT -SASH HEIGMI:lW NOT E%GEEO 5]`. P.EA 5W05
MaxMum sash HN9h72 Deslgn Pressure (IbeOtD) for Olase Ty
WNoaw
Htlght'
(see FlBule A, thle sheet)
pe B -J, Fln 8 Flange Frame
Maxhnum Wlndow WltlN°
18-1/6"
2&1/2"
33`
37"
41"
45"
49"
53-t/6'
23"
1141176'(EgVal Llta)
+K,D
b0.0
eK.O
410.0
a55.0
410.0
rK.O
-90.0
+56.0
-90.0
+65.0
-80.0
+55.D
•80.0
rfi5.0
-80.0
under 188/18'
+K.O
•80.0
a55.0
410.0
+55.0
50.0
r65.0
-90.0
a55,0
410.0
+SS.0
-tW.3
+650
•iB.O
+55A
-72.8
3T
180/16" (Equal Llle)
a55.0
4)0.0'
+55.0
•80.0
+65.0
•80,0
r55.0
410.0
+55.0
•90.0
+55.0
410.0
+55,0
-01.1
+55.0
-73.4
qwr 18U716'
t55.0
-90.0
+K.O
80.0
+55.0
•80.0
r65.0
•80.0
r66.0
.90.0
+55.0
434.3
+55.0
-78.0
+55.0
-72.9
under l5-7/B"
+55.0
410,0
+65.0
430.0
+fi5.0
�80.0
e55.0
470.0
+55.0
418.5
rK.O
411.9
r55.0
-76.0
+55,0
4i8.6
15-719'IhN 1B�16i0
ab5.0
A0.0
aNJ.0
-80.0
+55.0
AD.D
a55.0
A0.0
+66.0
-80,0
+55.0
•67.9
+56.0
-7a.8
i55.0
•71.2
3B3l8•
1&1!4" (Equal Ute)
+K.D
410.0
+55.0
4/0.0
rfi5.0
50.0
+55.0
-80.0
a55.0
J30,0
+55.0
A7.9
a55.0
•78.8
+55.0
•712
gLer 1B-1/4"
+K.D
A70.0
+65.0
-80.0
+55.0
•90.0
+55.0
-80.0
+55.0
-BB.S
+65.0
A7.8
a55.0
-75.0
+55.8
•68.5
wder1B41/16"
+55.0
410.0
+K.O
-90.0
+55.0
-80.0
r55.0
�86.6-+55.0
A0.2
+fi5,0
•77.2
+55.0
416,3
r6fiA
•69.7
788116°Ihry 22-1R'°
+K.O
470.0
r59.0
-90.0
+55.0
•80.0
+55.0
A10.0
+55.0
419.1
a56.0
-7fi.5
+55.0
-70.0
+55.0
453.0
2SB/18°(Equal Llle)
a55.0-
-80.0
*K.0
.80.0
+55.0
410.0
+55.0
4)D.0
+55.0
A9.3
+55.0
-78.5
*55,0
-70.0
+55.0
8i.0
Vwr2241/78"
+55.0
A0.0
+65.0
•90.0
+55.0
SU.O
a55.0
4iB.5
+55.0
410.2
+65.0
-73.2
+660
4y8.3
+65.0
-W.7
wdet24118°
+55.0
410.0
+55,0
•90.0
a65,0
�88.0
+fi5.0
A1.B
a56.0
-TS,T
r55.0
�68.2
+56D
J32.B
a55.0
•67.7
20-7l8" Ulm 24-12° °
a55.0
•BO.a
+55.0
-80.0
+55.0
430.0
a55.0
-90.0
a55.0
84.8
+56.0
-742
a560
-85.8
a56.0
{i9.1
2443/18" (Equal lJ[e)
+55.0
AD.O
+55.0
r65.0
�0.0
rfi5.0
410.0
+66.0
�84,8
+65.0
-74.2
+55.0
-65.9
a55.0
�69.1
qwr 2441li6"
rK,O
-90.0
+65.0
410.0
+55.0
418.0
+55.0
A1.8
a55.0
•75.7
r55,0
4;9.2
+55.0
4i2,B
+55.D
S/.7
uIMeT 20-13178"
+K.O
47D.0
+55.0
-80.0
+55.0
.83.5
+b5.0
•78,1
a56.0
-74.0
rfi5.0
-@7.3
+55.0
•61.8
+55.0
S69
20.13'i 6°Nry 254i/18n°
+K,O
.80,0
+55.0
-90.0
+55.0
470.0
+55.0
AO.D
+55.0
.6J.2
+55.D
-72.7
+65.0
4i4,b
+55.0
57.8
66bre
253/@' O:quld Ute)
+K.O
410.0
rK.O
-90.0•90.0
+55.0
4)f1,0
a66,0
-83.2
+65.0
•T27
+55.0
4i4,5
+55.0
5T.@
wet 253'8'
+K.O
J30.0
a55.0
470.0
+65.0
83.5
+55.0
-TB.1
+55.0
-74.0417.3
+55.D
-61.8
+55.0
•fi8.8
Under 24.19/16"
+55.0
•B7.B
+55.0
•75.8
+65,0
•85.7
+55.0
fiZ.3
a55,0
4i0.0
+55.0
.b8.6
+fi32
54.2
a4B,B
-09.B
34-1Ni6"Ihrv30-1/2'B
*55.0
-87.8
+K.O
-75.8
+55.0
-T4d
+65.11
•74.1
+56.0'
-74.1
+65.0
•65.5S/.5
+51,1
•61.1
81"
3041l16' (Equal idle)
a55.0
A7.9
+55.0
-75.8
+55.0
•74.1
r55.0
-74.1
+55.0
-74.1
+K.O
�85.5
+55.0
.67.6
a51.t
51.7
pwr36B/16"
*56.0
477.9
a65,0
-75.8
a55.0
•74.1
r55.0
-74.1
+55.0
•74.0
+55.0
.85.5
+55.0
S"/.5
+51.1
51.1
under253/4"
+55,0
-83.8
r55.0
-71.7
+650
a20
+55.0
-69.B
+55.0
57.6
+54.5
54.fi
a51.3
�51,3
+A8.3
-0B,3
25;314"Nry 31-12ni
+K.D
413.8
+55.0
7
r55.0
439.4
r55.0
4i9.4
a65.0
-W.46
+K.O
.68.5
+50.2
SD.2
�,
374)/16" (Equal LIIe)
*55.0
.87.9
+K.O
•71.7
r69.0
438.4
+55,0
4iB.4
+55.0
438.4
+55.0
A4.6
+55,0
58.5
ab0.2
4i0.2
gwr31-9/16"
+55.D
413.8
+69.0
-71.7
+55.0
E9,4
r55.0
419.4
+65.0
�69.4
+55.0
4N.fi
*55.0
�SB,5
+50.2
50.2
untkr23374'
+55.0
66.3
+55.0
4iB.3
+62.1
527
+61.6
51.5
a51.5
�51.5
+57.5
57.5
a50.0
b0.0
rdBA
-0B.4
2B�3l4' mry 38-1/2" °
+65.0
G8.3
r55.0
-68.3
+52.1
fi21
+51.6
51.5
+51.5
�51.5
+51.5
51.6
a51.5
�51.5
+48.4
-0a.d
73
3B8/i6"(Equal We)
*65.D
4iB.3
+55.0
56.3
a52.1
�521
+51.6
•51.6
+fi1.5
51.6
+51.6
d1.5
r5L5
-61.5
+48A
-08,4
Dwr38b/16°
+55.0
.BB.3
+55.0
-b8.3
+521
4i21
r51.6
51.5
+51.5r51.6
57.557.6
+48.4
-0e,4
under 31J/4'
r55.0
-625
+50.8
''-08.3
a45.2-05.2
+45.0
-05.0+45.0
-05.0ad50
-05.0
a65.0-05.078"313/4"
Ihry 3B"°+55.042.5r60,Br46.2
10�46
-05.2
*45.0
-05.0
a45.0-05.0+660
-05.0+45.0
-05.0
(EqualLlle)550625afi0.8
-08,3
r45.2
-05.2
+d5.0
-05.0
+45.0
-05.0
+65.0
+15.0
r45.0
-05.0
l lipig4lp dknenslpns for AanBe wlntlaws shown. For An windgvn grbuck ditnrnslma, su0heat 1°.
a O.arAl Bash height. Far clear day3pht height, subirxl8-ari@.
° 614e range includes the standard Pro -View (3awr-2 cgnApurzUgn) for the plwn Window NCipll.
Far awreB sash w4tllh subVact 2-1&i6' trvn in buck dimen5len.
Man¢fithic Glass types
A
� t!B°Anneaed
B
lfe°Tampered
C
3178'Anneeletl
U
3/1B"Tempemtl
E
1f4'Annealed
F
1/4' Tampered
Insulated Glass Types
0
118' Annedetl, 1/4°Airspace, f78• Annealed
H
Uli6'AnnBdeq 3/18'Almpace, l/@'Anneeletl
I
1/e• Tempered, 1f4' Airspace, t/e• Tempered
J
3/16° Tampered, 3/1B°ALspaca, 1/8' Tamperd
INSTALLATION DETAILS FOR FLANGE FRAMES
OPTIONALAOO13
INSTALLATION FLANGE®HEAD,D,
OPTION EDGE 91LL6JM1119
CURVED HEADER
INSTALLATION INTO WGOG
21L BEE NOTE 2. Tws SHEET. Z
EMSEDMEM
.Jy-1i
—1�
�1f4•MP%
L' �
1f4 1
MA%
SHIM
SHIM
TTO
4B5'EMGEDM
EMBEDENTM1
TANCE EDGEDI6TRAT
INSTALLATION
PERSUBSTRATE,SEE TABLE 6,THI9
OPTION I
GHTHEASHEET. STWUGHTNEADEH
WVOV 2K NO ANCHOR9
REOVIREDATHEADER.
BUCK
L�
EXTERIUR
HEIGHT
a
TIP
ti
3i
VISIBLE
LIGHT
HEIGHT
tMBEOMEM
EDGE
DISTANCE
I •
TYP. ANCHOR
TYPE, T .,
-.E.MEN
ANG EDGE
DISTANCEPFA
SUBSTRATE,
SEE TABLES,
THIS SHEET.
INSTALLATION
OPTION 2
INSTALLATION
ANCHORS DIRECTLY
INTO MASONRY.
Imo-- 1/4'MAX FfIM
M12MEL
SELF.DRILUNG
TABLE ), SEE
TABLE
EN
SHEET
\
USE ;T RIER INSTALLATION
4TOH (M
LOCK OPTION4
LOCK
011).
NITLOCATED INSTALLATION
HORS
6R FROM EC -TIN TO
B-ENTE
OIRECTAL.
D.
VENT ENO. METAL.
CONCRETE/CMU
PERANCHOR
REQUIREMENT
TA -MAX
SHIM
CWNCRtIEICMU
PERANCHOR
'
REGt1H{EMFNt
-
TYP. MCHCR
'•
EMBEDMENTAND
EOGEDISTANCE
PEN S ERAtE,
SEE TABLE 5,
•
THIS SHEET.
431 �—O EXTEETR,IOR
VISIBLELIGHTWOIHL-1 — -III v
BUCKWIDTI
TIP -TO -TIP WSTH
HORIZONTAL SECTION A -A
Archor
Omup
AncOar
Bubgmte
Mln. Edge
OlManw
Mln.
Embedment,
A
012 Sioel SMS
B.. (G5)
P.T. B.Mhem Plne(So -.55)
8/16'
1,NB•
NUMlvlm, BSS LTS mM.
SAP
I/e
61e 6Wd, Gr. SS min
3/B'
Q031B (2o Gc)
A38 Sled)
3/6"
D.0mspGS)
B
114'81e4 Ul"c.n
P.T. ScutMm Pine (SG e,55)
1'
13'S'
C .te(MK 28 kA)
1'
1Sw
UmKAru0 CMU, (ASTM C90I
2-1-
/2
1- 14'
C
114'410 SS CmleF
P.T. SauWmPlne(S,=;S)
1•
1aIB'
Concrete Mn. 3.35 kc1
1'
1a14'
Un21uV14d C1AU,(ASlMCS0)
2.1L7
1-lld'
EDGE
DISTANCE
•1 _L
INSTALLATION
OPTION 1
INSTALLATIoNANCRoRG
THROUGH GLBUCKSTHP
INTO MASONKY
EGRE55 FORMULAS
(EQUAL-LITE)
WDTH: TIP-TO-TP WIDRI-4-
HEIGHTTIP-TO-TIP WIDTW2-&5116'
ALUMIUM,STEELFRAMINOCR EXTERIOR 1) MERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF WE ANCHOR GROUPS
STEEL STUD. SEE SUBSTRATE JJ''LL ABOVE, CHOOSE WE ANCHOR GROUP OFI HE LOWEST LETTERFORALLIABLES IN THIS APPROVAL.
PROPERTIES, TABLE B•THIS SHEEP. �/ 2)ANCHOR MVSTEXTEND A MIMIMUM OF 3 TFIREADB BEYONDANY METAL SUBSTRATE.
3)FORSTEEL STUDS, MIN. FU-45K51, MN FY-33KSL
Ic
NOTES
NO";._
43
1) USE ONLY SUBSTRATE APPROPRATEANCHURS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMSEOMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPIIUN
SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW.
EKpt .m..
2254" 31 2A
?X WOOD
MAY USED INIOWLWOASPER AIL WDOUCKS SUEUS NSTBUCKS -
BEOREA
Mia
SUCHSTRIP, 2
ECTTABLE TOSUOSH(A
DPICTTHAN XARIHICKANETO
,lXMRED
lXWOONRYANCHORB
ONALIF
IX WOOD BUCKS AHE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUB6TMTE WOOD BUCKS D;PIGTEDA92XARE 1-tIT THICK OR OREATER.1%AND TX BUCKS
SEE NOTE 2,
(MENUSED) SHALLBE PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATON 16 WE RESPONSIBILITY OF WE
THIS SHEET. I
EEDESIGNED
RECOTO
1 3) NSIBLE LIGHLWIDiN OR HEIGHT (ALSO J yLYNN 'Y �wiOA1
REFERRED TO AS DAYUGHTOPENING) IS �`\gkl LYNi
MEASURED FROM BEADINGTO BEADING. •�.; •'UCENBF'•.�
1/4-MAXSHIM �`;• .p '� UPDATED TABLE 5.
ROANCHORS '
REQUIREL) IN ' .. •.
FLANGE .. .•
No. 5ST06 T. �-
CH
ANCHOR
REQUIREMENT -'O '•' 10TOTECHNOLOGYDRIVE FLANGE FRAME INSTALLATION DETAILS
�:'lVC
SILL
FRAME SILL e,
-
'.P� 6 TE N.VENICE.FL342T5
_
• ••
(941)MMM TNT
' ' '
ROR10B,:\2�
; S •"•••••••" � SH WINDOW INSTALLATION
wppppM NIT
'"S/WNALLI�E`1``�
VERTICAL SECTION B-B
,e°`Llnw ��A o amvN4e.1: sex: s�
AIILLL
ma.nP r
A. LYr(ti P.E r.FRT nF Am N. azzzBB SH-200 TUTS 4OF8
MD -SF
4-
17-0630.02
J ROSOWSKI
05/11111
INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION-
M WOOD. SEE NOTE 2, THIS SHEET
OPTION 5
11- EMBEDMENT
CURVEDHEADER
EDGE
_ ----
INSTALL.ITK)N D1518NCE
ANCHOR(SCR:0
O
THROUGH THE FIN
EDGE
1.46s^ LIB
VISIBLE
LIGHT
HEIGHT
FI
40
FJITERIGR 1
2.151—^ a 111
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT
T
I
2.269-
INSTALLATION
OPTION 0
INSTALLATION ANCHOR
(NI THROUGH THE FIN
11V MAX SHIM J
TP. ANCHOR TYPE,
SMELT.
EDGE
DISTANCE
EDGE_- 1 I I \J \/`J" _ J I I EMBEDMENT
DISTANCE —!L
71 EMSED� __ ------
TIC MAX SHIM 3 ll
9tl
4 TYP.ANCHORTYPE,
EMBEDMENT AND EDGE 24 INSTALLATION
DISTANCE PER SUBSTRATE, INSTALLATION — _._ _ O OPTIONS
SEE TABLE 6, THIS SHEET. 64 INSTALLATION ANCHOR
INSTALLATION UPTION5 32-35
OPTION INSTALLATION q3 EXTERIOR
(NpIL)TM0.0UGH 1HE FIN
STRAIOHTHEADER ANCHOR(SCREW) VISIBLELIOHTWIDTH
INSTAlLATIONANCHOR THROUGHTHEFIN
-(NNL)THROUGHTHEFIN - BucH WIDTH ---
EDGE DISTANCE MULLION SECTION — EGRESS FORMULAS
DADEAPPROVED MULLION, MAY BE
(EQUAL-LITE)
VERTICPLORHORRONTAL,MAX.
1l4^ SHIM. SEE SUBSTRATE _ :WIDTH: BUGKWIOTH-3"
INSTALLATION PROPERTIES, TABLE tl, THIS SHEET. HEIGHT; BUOK HEIGHTM-&NM1E•
OPTION 7INSTALLATIOINSTALLATION VISIBLE LIGHT FORMULAS
MQHOR(SCPEW) 114-MAX. SHIM EXTERIORIWITH
1 (EQUAL-LITE)
THROUGH THE FIN WIDTH (SASHL BUCK WIDTi 4111 V
r—��, REMOVED WIDTH (FIXEDL SUCK WIDTH-3"
91057LEL TI L:U—'1�_] TABLES' HEIGHT.(BUCKHEIGHI)I'1
IYP.ANCHORTYPE.EMBEDMENi AND EDGE
EDGE DISTANCE PER SUBSTRATE, SEE DISTANCE
TABLE 6, THIS SHEET
2XWOOD,
EMBEDMENT — SEE NOTE 2,
THISSHEET
-- — 2X WOOD,
SEE NOTE 2
1Y9S SHEET
EXTERIORL/
V Ll
200
ALUMINUMATTEEL FILMNO OR STEEL
STUD. SEE SUBSTRATE PROPERTIES,
TABLE U. THIS SHEET.
B
NOTES
11 USE ONLY SUBSTRATE
I— 114'MAX SHIM
APPROPRIATE ANCHORS LISTED
1l.
ON TABLE 6OF THIS SHEET.
FOLLOW EMBEDMENT AND EDGE
_
EDGE
DISTANCE LIMITS. ANY
Jam,
DISTANCE
INSTALLATION OPTION SHOWN
3-
\�
EDGE
MAY BE USED ON ANY SIDE OF THE
WINDOW.
T*
DISTANCE
-D
—
2)2X WOOD FRAMING OR BUGH,
EMBEDMENT
1-1f3' THICK OR GREATER.
:(
2X WOOD, SEE NOTE 2, THIS SHEET
3) VISIBLE LICK WIDTH OR HEIGHT
'
U>ENINO)I
MEASURED FROMIGHT
=RTIT'.AI SF(.TNIN ❑-n
BEADINGTOBEADNG.
EDGE
DISTANCE
r— 1/4'MAXSHIM
EDGEDISTANCE _
114^MAXSHIM _ EDGE
DISTANGe
1YP.ENT AND EDPE,
EMBEDMENT WOW, SEE
SUBDEDGE_
DISTANCE PER 9UB9TMlE,
E 2: THI9
1
SEE TABLE B, THIS SKEET.
V$lf�HEET
HORIZONTAL
SECTION C-C
Anchor
Substrate
Min. Edge
Distance
MIR.
Embedment
PIT. -113"Box Nail
FT. Southern Plno(SO -55)
1/2"
2-7116"
2.14'X.131"Common Nall
P.T. Southem Pine(SG a.55)
9119,
2-711W
2.112"x.145'RooSng Nall
P.T. Soth= FIRST (SG -,55)
0116"
2-7/16"
p10 Steel SM5 So. (GS)
RT. 8.0hem Pin. (SO -.55)
314"
1-w
Aluminum, 6063-TB min.
I'll116"
Steal MRS. Or. S3 min.
WIT.
0.036
A36 Steel
316"
110"
NETU NY AN T MC I RL NU-o' HA I t
?�c rvSN1//Z'�'
F '•
7 i
No. 66105 * _
'A'2— -
!�fr^q��
°'^"W� Tt4�J
RlOmDP.:-
ONAL e •�
4It1,`
VIh1411N
®
...._....
_
DaaonPF
FIN FRAME INSTALLATION DE"
N.N. V NICHNOLOGYDPoVE
(94I)4OE,FL 39275
(a41)4W-1603
pUa:
SH WINDOW INSTALLATION
o°'""° . n,
an
µLni4M9 xPESE�n�NY
SYiulMadrR
SH-200
3wb:
TITS
Sneeb
5UF8
CERT.OFAUTK.QN90
PRODUCT REVISED
or
h/YIng9 with the Florida
Bulitling ei0 0
No".. 17-0030,U2
Expiration Date 09(01/2021
J
U5/11/11
q Na.
MD-SH2O0-01 xp
PRODUCT REVISED
S PI I"
ANGLED/CURVED ANGLED(CURVED e1lia°ine ��n10 me FIPTI"e
FRAME FRAME HOA-N4. �T•usau.Dx
ASSEMBLY 90°CORNER ASSEMBLY EApl.tl.. Date 09101=21
—
3 90' CORNER (}� f ASS
REM E "� n m
ASSEMBLY R,
V WEEP
NOICHO
eACn ENU
ASSEMBLY DETAILS FOR FLANGE. FRAME CORNERS
tIm ANNEPLED OR
TEMPEREDULASS
WIG'ANNEALED OR
TEMPEREU GLASS r
4U —
BO
41
315'NOM.
E1
GLASS A99 SITE
,�
GLASS DRE
1' WEEP
NOTCH 0
EACH MD
ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOF
WNOM.
GLASS STAG
- 114-AIRSPACE
1l4'ANNEALFD OR .J
115'ANNEALED DR -
116"ANNEALED OR
WIWANNEALEDOR
TEMPEREDGLA99
42 -
913' NOM
62
�—
TEMPERED 0L455
43 _
31S" NDM.
TEMPERED GLASS
63
TEMPERED GLASS
4J
31w NGM.
cuss RGR
GI aAS RITE
GLASS SITE
Y o
V) .rw
qqq o
MEETING RAIL o N o o y o
1 R'NOM. �N Bb q°. N
GLASS STAOK 0 y�
311VAIRSPACF ZLL�
1111-MNEALEDOft U U d a Go Go
TEMPEREDGIAYS Z
64 12 zD j �j 0 Dew
oza ❑ co
Vl LU
38 J N O
{2 3S ® (J Z
3 -
� O
Z
m Z
� W Z o
1/8" GLAZING DETAIL
GLASS TYPES A & B
SILICONE
3116" GLAZING DETAIL 1/4" GLAZING DETAIL 1/2" I.G. GLAZING DETAIL
OlA99 TYPES CGD GLASS TYPES E A VIASY TYPES G AI
ALUMINUM
HOTWELT BUMEMENT POLYISP
1/2" I.G. GLAZING DETAIL
GLASS TYPESH5J
DESICCANTFILLAREA
Q
•nn
ai
'+•ru
W
vl.°1
u u I br0
STRUCTURAL
SILICONE
BUTYLENE
SEAL
011NL
LYN
\A".
STRUCTUML tl4'NOM.
FOAM 9I19'NOM.
BUT
•,6wNOM.
SUCONE SEAL
Ot%l
"1 CENg'MlY!_'¢
YISOBUTYLENE
WITH
DESICROLLFORMED
QS�,: '..P
RN DESICCANT
DESICCANT
FSTAINLESS STEEL
WOAM
,A N.. 59705 ',
EXT. GLASS
EXT. GLASS
EXT. GLAS
'
EXT. GIAS9-
6 02~ a_
GLA99
INT.GLASS
9
TNT. GLA98
ri CS �.��..
SINT.
""I ONAL e' 1, O
az KODISPACE 45G TPS
w SUPER SPACERPNXT
a" DURAS EALOSPACER
`�XL EDOEi°SPACER
aLvra MULFR, P.E
P.E.N6a1Po
Item
4
PUT
Dw8.4
PGTPafl4
Description
I
2703E
62703EW
Flange Flame Head
2
2751B
62751BW
Flange Frame Sift
3
2781
62781 W
Flange Frame Jamb/Cured Header
4
2713
02713DW
Integral Fin Frame Head
e
2714E
e2714EW
Integral Fin Frame SIII
6
2762
62782W
Integral Fin Flame Jamb/Cured Header
7
2700
62706OW
Sash Bottom Rall
8
2707
62707CW
Sash TOP Rall
9
2739
62739W
PASS! Meeting Rall
10
2709
62709CW
Sash Side ball
11
2740B
742740AW
Sash Bottom Lock
12
2785
e2785W
Sash Stop
13
134
66015
Addon Flange
20
1228
61226W D
Vinyl Bulb, Flex PVC 70
21
1682C
718BZCW
Heatl/SIII Gasket, Polyeiholyna
22
1270
7PA0118
Open Cell Foam Pad
23
2772
72772SHK
Fixed Meeting Rail Plug Gasket, RI91d PVC
24
40BO
840860
Wstp.,1B7 X.230 Fin Beal
25
2T04
72704W
Sash Side Rail Gasket, F01yelNetynO
28
1078
7121UM
Balance Take-out Clip
27
Varies per Size
Balance
28
2711
4280OW
Sash Cam, Nylon
29
1096
71098W
Sweep Latch, Zinc
3o
1016
7855W W
#8 X.625 Ph. Fl. SMS Latch Screws
31
1287
71267N
Setting Black 1/B' x 1/2'• x 1", EPDM
32
See
Sheet
7 Or
MQUIMIS
Kommelling 4SG
TPS SpaceF System
33
34
Quenex Super Spacer n%rwlth Hot Melt Bulyl
Quenex Dumseal -
35
Cardinal XL Edge Spacer
36
Sash Bottom Lock Spring
37
Screen Cloth, Flberglass
38
Dow Coming 899 Silicone Glazing Sealant
40
1625
61825B
Glass Bead (118" Close)
41
2719
82718B
Glass Bead (3/16' Glass)
42
1263
61203E
Glass Sued (1/4' Glass)
43
1253
BVT488
Glass Seed (I.G.)
60
781PQA
4B %1" GUAD Ph 9M9
61
7BiP5TX
4e X 1" 9q. Pn Tvin Fast SMS -410 S.S.
52
1164
761LHPgq
#e-15 x 1 LH 7W1nhs1 Screw Zinc
63
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