HomeMy WebLinkAboutProduct Approval (2) RECENrl AUG 0 8 2017
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PRODUCT APPROVAL NUMBER:
NOA #16-0629.14
OPENING IDENTIFICATIONS:
3. PW
4. PW
5. PW
MMI®:C�IADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.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 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-701/720/820"Aluminum Fixed Window-L.M.T.
APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled"Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13,with revision B dated 05/05/16,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#15-0528.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 1.6-0629.14
MIAMMADE COUNTY Expiration Date: February 19,2019
— /2�11(0 Approval Date: August 04,2016
( Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTI-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 an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 13-0502.03)
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
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NDA No. 03-1105.01)
Man el Pe ez,P.E.
Product Co trol aminer
NOA 6-0629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51'
Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
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. 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. 14-0916.11 issued to Kuraray America,Inc.for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Manuel Per , .E.
Product Control llkanllher
NOA No.16'-W9.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FEC-51k Edition (2014), dated May
20, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NDA No. 15-0528.26)
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under previous NOA No. 13-0502.03)
4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
5. 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. 15-0528.26, issued to PGT Industries for their Series"PW-
701/720/820"Aluminum Fixed Window—L.M.I."approved on 07/09/15 and expiring
on 02/19/19.
Manuel a .E.
Product Contr l Exa finer
NOA No. 29.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-3
STANDARDS USED:
GENERAL NOTES:SERIES 720/820 *2014 FLORIDA BUILDING CODE(FBC),STH EDITION DESIGN PRESSURE RATING IMPACT RATING
IMPAC - XED WINDOW OASTM E1300-09 VARIES, RATED FOR LARGE85MALL
*ANSVAFBPA NDS 2012 FOR WOOD CONSTRUCTION SEE SHEETS 25 MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO *ALUMINUM DESIGN MANUAL,ADM-2010
�AISIS100-07/132-2010
COMPLY WITH THE INCLUDING
THE HI H THE FLORIDA 4B'TIP-TO-TIP WIDTH
BUILDING CODE,INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ). 4T BUCK WIDTH 48"BUCK WIDTH �- 46"BUCK WIDTH
2)SHUTTERS ARE EN USED IN 44-1/4"VISIBLE 45-1/4'VISISLE 46.1/4•VISIBLE PRODUCPREVISED
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH as complying With fi'e Rlniab
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD �_�� 6•MAX. r, ,1 6°MAX. F,SHEET 8 2'MAX• BwTdwBCnde _ o
LITE(CAP)MUST TEMPERED. B,SHEET6 1 D,SHEET7-I i H SHEET 8 AOS 16 2_JJ 01-,
BayimMe;llar !+ 1
3 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,
USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY I I Mimi L
ho j"
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS 7SHEET6
BWERE SOUTHERN PINE•ASTM C80 CONCRETE MASONRY A 95. SHE CC E,SHEET 8 E.SHEET 8
ET 7 I SHEET 7 9s' G,SHEET 8 G. HEET 8 a
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6
4)ALL WOOD BUCKS LESS THAN I-1P2'THICK ARE TO BE I —I HEIGHT I BUCKI GHT ________ mJR-05!05/16-ADDED SHEET II
CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE + ------- I 83.1/4' WITH SPACERS 8 MOVED PARTS.
OPTIONAL IF LINIT IS INSTALLED RE I-1 LYT CK OR RATE. J—. i 92'1/4' li i VISIBLE
WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR 12'MAX. VISIBLE 12'MAX. 931/4' LIGHT '
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 6'MAX
DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / gs• I / HEIGHT I / 96' ch Y m
BUCK W
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR i TIP TO i I HEIGHT > �`
ARCHITECT OF RECORD,(AOR). TIP .-
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE i HEIGHT i 13 L y C
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 C}9 N Of
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 v N fq o
ON ALL FOUR CORNERS OF THE FRAME INSTALLATION I I L OJ M W N
ANCHORS SHOULD BE SEALED.OVERALL z ILL b C3 ? uwo 0 p
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 6• �B yi )F 12"MAX.O.C. 8" I D I� 12'MAX O.C. F,SHEET 8 =W
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
MAX. SHEETS MAX.MAX• SHEET 7 2"MAX H,SHEET 9 U U X� c O
THE SCOPE OF THESE INSTRUCTIONS. 5"MAX O.C. W Z O a
LU in
6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION A> O O z O
LOCATION WHERE THE PRODUCT ISNOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT)
�z iz °D g
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING - v f-' > LL
O
APPLIED LOADS.WOOD BUCKS.BY OTHERS.MUST BE ...7
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: J
THEM BY THE WINDOW. 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
GUIDE TO SHEETS: fD ~ W as
MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. m N .6 1 4`
7)DESIGN PRESSURES: GENERAL NOTES.......................1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® ? 0)
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS...............................1 MEMBERS,SEE FIGURE 1,THIS SHEET. )--
0 F- z
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS_.....................25 � Q O
E1300. DESIGN PRESSURES.................25 12"D.C. I..-_WIDTH WIDTH--{ FF WIDTH I►-WIDTH +{ ¢ Z z elo25
B.POSITIVE DESIGN LOADS BASED ON WATERTEST INSTALLATION,FLANGE.............6 MAX / -- - p Q o c
PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T r �' T �' T r T 0- -
� N
ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A..........8 I / / I I �S I I w W ZAINSTALLATION,INT.FIN 8...._.....9 I�Lic� / o ,�/ 0 c9 O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY._................10 • x Y I = t I =III x a aDESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 MAX L J TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST......................_...........11 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR Fes__-WIDTH S{ If WIDTH-�{ WIDTH-�I I+-WIDTH+{ \���1 r IJY LYN
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE I. T T , T 0- -
T-0 \ '�,-;) ......•N A//(
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1YPa Deeori Ian Sheet ••' OCErq
SHALL MEET THE REQUIREMENTS OF THE FLORIDA p P p
BUILDING CODE FOR CORROSION RESISTANCE. I 7/iM Lem! 16"M-.090'PVB-3!1�HS 2 w u7 9/ w1W1 ~ �v�.56)0
9)REFERENCES:TEST REPORTS FTL-3835,3850 8 7212; 7116'len0 IS" 11-.090'PVB-3118'HS 2 1 1 1 1 `� ;• _ 5 '
3 1.1118'Lam1.IG(3116'T-7/16'Air-3/16'An-.090'PVS-3/16'HS 3 1
ELCO ULTRACON NOA;ELCO CRETEFLEX NCA;ANSI1AFBPA 4 1-1/16"Lami.IG(3116'T•7/I6•Air-3/16'HS-.090"PVB-3116"HS 3 !� (�j r
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN —WIDTH �- WIDTH y{ WIDTH -�I IDTH � �•.• T
MANUAL. 5 7/16'Lam! /16'An-.090"SG•3/18'An 4 -- r--- f-- -, S ATF OF •((A
6 7/16'Lami 3/16'HS-.090'SG-3116'HB 4 T --- - T T r--- F •.• (
7 1-1/18'Lami.IG 16-T-7116'Air•3116•An-.080'SG-3118'An 5 ��l4 A,�RIOR,.••' r
10)THE US SERIES USES A PVB INTERLAYER,THE 820 B 1-1/16'LamL IG 16'T-7/16"AV.3116'HS-.080'SG-3116'HS 5 / ���1r�L
SERIES USES AN E INTERLAYER.THE RIES. B20 SERIES
w w w w lllllil;�
MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG'-'KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. = x I x I I x
'PVB'="KURARAY BUTACITED PVB INTERLAYER'BY KURARAY AMERICA,INC. + 1 A LYNN MILLER,P.E.
-L P.EJ7 58705
TABLE 2:
Window Design Pressure(+/•,psf)forGlass Type 1
Lmg Side(m) 7/18'LAMINATED
67-718 72 76 80 84 88 92 98 100 104 109.112 GLASS STACK
30 +IAO +I$0 +l$D +/$0 +180 +/-8D +1$0 +/$0 +/-80 +1-80 +IAO
32 +1A0 +1$0 +l$0 +/$0 +/80 +1$0 +1$0 +/$0 +1$0 +!$0 +1$0 ,090'PVB INTERLAYER
34 +1$0 +/$0 +1.80 +1.80 +180 +I$0 +1.80 +I$0 +1-8D +/-79.8 +/-79.4 3/18°HEAT STRENGTHENED GLASS
*!AO +l$0 +1-80 +180 0.80 +/-79.7 +/-77.2 +175.1 +/-73.4 +/•722 3116"ANNEALED GLASS PRODUCT RSV)S8D
38 780 +/$p +/AO +180 +l-781 +1-752 +1-725 +1.70.3 +/-68.5 +186.3 ��mptyy,g widi Cu Fbxib
+/-60 +1.80 +/-79.8 +/-77.2 +1-74.3 +1.71.3 +/$7.9 +14al +1.83.4 +!$1.6 4 O - Bmlding('•ode
42 +l$0 +1$0 +1$0 +/.77.4 +1.74.3 +/-71.3 +188.2 +/.64.7 +181.6 +1.59.8 +/56.2 11 AwePlnuoeNo f
44 +/$D +/-60 +/-78.9 +/-75.4 +1-721 +1.689 +1-65.6 +/$22 +159.7 +1-57.5 USED AT CURVED
v 40 +/AO +1A0 +1-77.2 +/-73,6 +/-70.1 +/$88 +1-03.5 +/.60.3 +/57.7 FRAME MEMBERS ONLY 29 5!8' LONG SIDE
_ 48 +1.80 +/-79.3 +/-75.6 +1.71.9 +1.88.3 +/-64.9 +1$1.5 +/.582 @ 11.7/8'O.C.MAX. GLASS BITE DY
to 50 +1.80 +/-77.5 +I-74.1 +/-70.3 +188.7 -7/-631 *159.7 M1U a Pro4uet Cuu
Y 13
E 62 +1-791 +1-75.6 +1-724 +1.68.8 +/.65.1 +1$1.5
f0 54 +1-77.4 +1-73.8 +1-70.5 +1.61.3 +/-63.5 SHORT
56 +1-758 +/-72 +1$8.6 +185.3 F_)(TERIOR _ SIDE
58 +1-742 +/-70.3 +l$8.6 20 13 i m
60 +1-727 +1-66.7 +1-65 J- '
62 +1-71.2 +187.1 GLASS TYPE 1
64 +1-697 +1.65.5
BB +/.883 �•►-- LONG SIDE
67-718 +!$7
�/ _m m
j BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT
!s' 7 a co eab
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. a O
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O CO p
C4 -77-70 O
TABLE DIMENSIONS MAYBE O m t c o
N
ORIENTED VERTICALLY OR O z d
HORIZONTALLY AS SHOWN. =tL Lo LL ' W ura,0
OU
UJI
m
TABLE 3: f-W to O U Dmo
VPindow Design Pressure(+/•,psf)for Glass Type 3 �/ o O O
Long SIU on) Z a z W LL
67-718 72 76 80 84 88 92 96 100 104 109.112 1-1/16'NOM. QQ ,J O
30 +1.80 +1$0 +IAO +/$0 */$0 +/-80 +/•80 +1$0 +IAO +/$0 +1.00
GLASS STACK 7/16'LAMINATED N
GLASS STACK
32 +1.80 +4$0 -1-80 +/A0 +180 +/-80 -1-80 +1-80 +18 +1.80 +/-80
Q
3TREN T SHORT `8 co Lu
_ I z W iaayc
34 +1A .8p 0 +1-80 +/ +/$0 +/$0 +1-80 +/$0 +/-60 +/-80 +!-60 +/A0 y1
38 +1-80 +I$0 +/AO +l$0 +180 +/-80 +/$0 +/$0 +!-W +1A0 +1-803116'TEMPERED GLASS STRENGTHENED GLASS SIDE 6 Fa' Z it
38 +1$0 +1$0 +/$0 +/$0 +l-60 +1$0 +1.80 +/$0 +179.4 +1.76.4 +1-74.3 3/18'ANNEALED GLASS
40 +IAO +1$0 +IAO +1$0 +/AO */AO +IAO +!-7&7 -/-73.5 +1-70.9 +/-69 7116"AIR SPACE .090'PVB O W Z
42 +/AO +/$D +/AO *IAO +lAO +IAO +/-77 +1-73.1 +1-69.8 +/$8.9 +/-65.211 INTERLAYER LL Z d ala 's
5 44 +l$0 -1-80 +180 +/-80 +/80 +1-77.8 +1-74.1 +/-70.3 +187.5 +183.9 CDC
46 +/$0 +1$0 +/$0 +l$0 +1-79.2 +1-754 +1-71.7 +1-68.1 +1$5.1 5 LONG �-; Z cm o'
48 +/$0 +IAO +/$0 +1$0 +1-77.2 a1-733 +159.5 +!$5B USED AT CURVED 5�, SIDE Ul 3 3
50 +/$0 +l$0 *1$0 +1-79.4 +/-75.3 +/•71.3 +1-67.5 FRAME MEMBERS ONLY 29 GLASS SITE X W a a
E 52 +1-80 +1$0 +1-80 +I-77.7 +1-73.5 +/-685 @ 11-7/8'O.C.MAX. -
LL 17
a 54 +1$0 +1A0 +/-79.8 +/-78 +/-71.8 1-3 aq� •asap sa!�e<
58 +lAO +/$0 +/-77.5 +(-738
58 +IAO +1-79.4 +1-75.4 EXTERIOR
80 +1A0 +1.77.6 +/-73.5GJ 7S 21 13 `I SHORT 1-
82 +/$0 +1.75.8 -"I1�-
64 +/-788 +1.74 SIDE
N a-77.2 GLASS TYPE 3
67-718 1 +1-749 1 '
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. • ' r '
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. b1/ _
3)FOR ARCHITECTURAL WINDOWS,FINDTHE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN.
A.LYNN MILLER,P.E.
P.E.S 58705
TABLE 4:
Window Design Pressure i;+l-,psQ torGiass types 2&4
Long Side(n)
67-718 1 72 76 80 84 88 92 96 1 100 104 IM112 112 1 116 120 124 128 132 136 140 144
30 +1.80 +1A0 +1.80 +/40 +IAO +1.80 1+1-18D
+1A0 +1-80 +/-80 +140 +140 +1-80 +1.80 H40 +1-80 +/A0 H-8D +1.80 +IAO
32 +IAO +IAO +140 +140 +IAO +140 +/AO +1A0 +IAD +IAO +IAO +140 +1.80 +/.✓D +140 +140 +140 +IAO
34 +140 +fAO +/40 +140 +140 +140 +140 +140 +/40 +/40 +/40 +140 +/40 +140 +140 +/-8D PRODUCT REVISED
36 +140 +140 +/40 +14D +140 mu +140 +140 +1-80 +/AO +140 +140 +140 +/4D N.80 asum*ams-9h Florida
38 +/-80 +140 +/40 +140 +IAO +IAO +/A0 +140 +140 +1A0 +1A0 +/$0 +140 Bmldnsp*
1(0
40 +IAO +IAO +140 +140 +IAO +140 +/AO +140 +140 +140 +1411 i400�M60' � �q
42 N40 +140 +140 +140 +1A0 +140 +140 +1A0 +IAO +140 mi 9 t
44 +/AO +1A0 +1A0 +AO +IAO +140 +1A0 +1.80 +1A0 By46 +IAO +140 +140 +140 +140 +140 +140 +140 Mimi
a
v 48 +140 +140 +140 +140 +/A0 +/.80 +/-80 +/40
50 +140 +140 +IAO +1.80 +1A0 +140 +1A0 a
P 52 +1.80 +140 +140 +140 +140 N-79.1
54 +140 +1.80 +140 +1A0 +/-78.6
56 +/A0 +!40 +140 H-79.1 m
58 +140 +1A0 +140 0:
60 +/-80 +IAO +/-70.3 �+
62 +IAO +IAO '
0
64 +IAO +IAO
6EFEE
6 +1_80
81-718 1 +lAg 1 1 1 LU CO m
CO •,.aa
NOTES: �t ?_ 3:-TI
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE TIP-TOP DIMENSION TO DETERMINE THE BUCK DIMENSION. it
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. LO
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. I, Imo+ al°0 SO< N to O
_j COO_j CD o Z 9
Z V- LO t0 J umwp p
U_
W
U Xc 0
FZ -0 a -
1-1/16'NOM. TABLE DIMENSIONS MAY BE o W Nd
7/18•LAMINATED TA
GLASS STACK _ LAMIORIENTED VERTICALLY OR p O N ■=
GLASS STACK
GLASS STANCK D HORIZONTALLY AS SHOWN. <Z D.Z F W U
3/16•HEAT STRENGTHENED GLASS LONG
090'PVB INTERLAYER 3116'TEMPERED GLASS SIDE
3116"HEAT 3/16•HEAT STRENGTHENED GLASS �— LONG SIDE Q
3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116"AIR SPACE —,090'PVB INTERLAYER R 4d Z W 7°a45
7 N
4 11 11 ! SHORT O � Z
USEDATCURVED USED AT CURVED SIDE I SHORT a Z U.1
FRAME MEMBERS ONLY 2g 5/g• 5IB• -~•{ SIDE
®11-7/8'O.C.MAX. FRAME MEMBERS ONLY 29 0
GLASS BITE @ 11.7/8"O.C.MAX. GLASS BITE Q � n
13 1-3 O W w a s
EXTERIOR EXTERIOR �— LONG SIDE —� LL. O
20 13 C] 7e 21 134:1 °/ly •�cn0 raua�
GLASS TYPE 2 GLASS TYPE 4 SHORT f✓ LONG
SIDE Ej
SIDE
-
SHORT �A r
SIDE
A.LYNN MILLER P.E.
P.E.#58705
TABLE 5:
Window Design Pressure(+F,pso forGlass Type 5
Long Side in1 7116"LAMINATED �I
67-718 72 76 80 1 84 88 92 96 100 104 1 109-1/2 GLASS STACK I .
30 +901-125.4 +901•120 +901-115.5 +901•111.5 +9&-108.5 +901-108 +901-1045 +901-103.5 +9&-1025 +901-100.7 +90/-97.9 ,090'SG INTERLAYER
32 +9111-116.9 +9&-110.8 +901-105.3 +9&-101.6 +901-987 +901.95.7 +9&-923 +901-90.6 +901.90.3 +1.89.9 +1.89
34 +901-108.9 +901.103 +901.96.8 +9&•95.1 +901.91.8 +/-682 +/-84.4 +l-81.5 +/$0.1 +1-79.8 +1.79.4 3H6'ANNEALED GLASS
36 +901-102.6 +9&-97.1 +901-928 +/-68.9 +/-85.5 +1.826 +1-79.7 +1-772 +1.75.1 +1-73.4 +/-72.2 3116'ANNEALED GLASS ,
PRODUCT RBV)SED
36 +9&-98.4 +9&-922 +1-86.7 +1.8:1.2 +/.811.7 +1-781 +/-75.2 +/-725 +!•70.3 +1.68.5 +/.66,3 �°emplYing with�a Florida
40 +9&-94.6 +1.88.2 +1.826 +/-79.8 +1-77.2 +1-74.3 +1-71.3 +/-67.9 +165.1 +1.83.4 +/-61.6 4 11 Baildi¢BCod° „ -`
42 +9&•91.3 +/-84.7 +1.80.7 +1-77.4 +/-74.3 +1-71.3 +1.88.2 +/-84.7 +/61.6 +/•59.8 +1.58.2 Aomptaaw No `•.IVIA--,+
USED AT CURVED �� 1
44 +1683 +/-82.4 +1-789 +1.75.4 +1-721 +1.68.9 +1-65.6 +/422 +159.7 +1-57.5 FRAME MEMBERS ONLY 29 518'
48 +14&4 +1.60.8 +1-77.2 +1.73.6 ./-70.1 +1.66.8 +1-63.6 +/-60.3 +1-67.7 (x311-7/8'O.C.MAX. GLASS BITE LONG SIDE B
_ 48 +1-627 +/-79.3 +1.75.6 +1-71.9 +1.68.3 +1.64.9 +/-81.5 +/582 Y
w 511 +/60.9 +1-77.5 +1-74.1 +1-70.3 +1-60.7 +1631 +/59.7 1� Ifa�d edePcoQuct
r
Q 52 +1.79.1 +175:6 +1-724 +/68.8 +145.1 +1.61.5
rn 54 +1-774 a1-73.8 +1-705 +/-67.3 +/-63.5 EXTERIOR SHORT � Q -
56 +/-758 +1-72 +1-686 +/-65.3 20 13 SIDE '
58 +f-74.2 +/-70.3 +1-66.8 m
80 +1727 +1-66.7 +145 GLASS-TYPE 5 '
z
82 +/-71.2 +1$1.1 �
66 +1-683 64 + 085.5 LONG SIDE
67-7/8 1 +147 T-
�/ M [5-
TABLE
m
CK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT
Y > •max
14 cm
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. > e'
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. p 'a' o
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN+7"ED WINDOWS. N C °1°0 0
DIMENSIONS MAYBE C, v WNORIENTED VERTICALLY OR O J M JJL o z
HORIZONTALLY AS SHOWN. =u- L m W urw0
TABLE 6: W Z O co 'ON
Window Design Pressure(+ti,psf)forGlass Type 7 p le z m a
Ling Side(tn) Z d z rn LL
67-718 72 76 so 84 Be 92 96 100 104 1D9-V2 1-1H6'NOM. g J O
30 +9&-130 +9&-130 +90-130 +901-126 +9111-1776 +9&-119.8 +901-1181 +901•117 +90'-115.8 +901-1127 +901-109.9 GLASS STACK 7/16'LAMINATED a
32 +9&-130 +901•1251 +901-118.9 +9&-114.8 +9&-111.5 +901•108.1 +901-104.3 +901-1024 +901-102 +901-101.4 +9&-99,7 GLASS STACK H
34 +9&-123.1 +9&-1164 +9&-111.7 +9&-107.5 +g&-103.8 +9D1-99.7 +9&-953 +9&92.1 +901-60.5 +490 +144.8 SHORT m Co W 1aa45
36 +9&-118 +g&-1098 +9&-104.8 +9&-100.5 +9&-96.6 +901-93.3 +/-911 +147.3 +144.9 +1-823 +141.2 3/16'TEMPERED GLASS 3I76./WNEALED GLASS SIDE ® Z D'
38 +9&-111.2 +9&-1042 +9&-97.9 +9&-94 +9&-91.1 +1-682 +/-84.9 +/-81.9 +f 79.4 +1-76.4 +1-74.3 -3116'ANNEALED GLASS
40 +94'-106.9 +9&-99.6 +9&-93.4 +99-90.1 +/-87.2 +144 +f40.5 +/-787 +1-73.5 +1-70.9 049 = N Z
7116'AIR SPACE .090'SG INTERLAYER r O
42 +9&-103.2 +9&95.7 +9&-91.2 +1-87.4 +144 +/-me +/-77 +/-73.1 +/69.6 +/56.9 +145.2 < o W at°ag
44 +9&-99.7 +9&-93.1 059.1 +/-85.2 +/41.4 +1-77.8 +/-74.1 +/-70.3 +167.5 +/63.9 11 a z O-
46 +9&-96.5 +9&-91.3 +/-87.2 +/43.2 +1-79.2 +/-754 +/-71.7 +/-881 +165.1 O IL N M
'0 48 +9&-93.5 +149.6 +/-85.4 +/41.2 +1-77.2 +I-733 +/49.5 +/456 5 LONG O r W5
N 50 +9&-91.4 +147.6 +143.7 +1-79.4 +1.75.3 +1.71.3 +147.5 USED A7 CURVED SIDE w W
E 52 +/844 -/45.5 +181.8 +1.77.7 *1-73.5 +1495 FRAME MEMBERS ONLY 29 5/8' U x W a a
/n 54 +/-87.5 +1.83.4 +1-79.6 +/-76 +1-71.8 11-7/8'O.C.MAX - GLASS BETE LL p
56 +1-85.6 +1.81.4 +/-77.5 +/-73.8 1-3 °nu •°-°a°°x°5
68 +1.838 +/-79.4 +/-75.4
60 +/421 +1-T7.6 +1-73.5 EXTERIOR
82 4 +/-75.8 7s7a 21 13 _I SHORT I- •'
84 +1-788 +/.74 'l SIDE
es +1-77.2 1 1 1 1 GLASS TYPE 7
67.718 1 +/-74.9
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. pp
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE SHORT OR LONG DIMENSION. D
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS.
A.LYNN MILLER,P.E.
P.E.S 58705
TABLE 7:
Window Design Pressure(t/.,psQ for pass Types 6&8
Long Side(in)
67-7/8 1 72 76 80 84' 88 92 96 100 104 1D9412 112 116 120 1 124 128 132 138 140 144
30 +90-130 +901.130 +901-130 +90-13D +901-130 +901-130 +901-13) +901.130 +90/-130 +90%130 +90-130 +901.130 +901.130 +90/-130 +901-130 +90/-130 +901-130 +901-130 1 +901.130 +901-130
32 +90-13D +901.130 +901-130 +901-130 +901-130 +901-130 +901-13D +901-130 +90I-130 +901-130 +901.130 +9 -130 +901-130 +90.130 +901-130 +901.130 +901-130 +90-130 +901.130
34 +901-130 +901.130 +901-130 +90-130 +9O43D +901-130 +90-130 +901.130 +901-130 +901-130 +90/430 +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 PRODUCT REVISED
30 +901-130 +901-130 +901-130 +90143) +901-130 +90-130 +901.130 +901-130 +901.13D +901-130 +901-130 +901-130 +901-13D +901-130 +901-130 +901-130 w complying with 6i°Florida
38 +901-130 +901-130 +9DI-13D +901-13D +901430 +90-130 +90030 +901-130 +90-130 +901130 +90f-130 +901-130 +9D1A29.2 +901-127.3 EA�t>aC ll fj(p.(y C�ta
40 +901-130 +90f-130 +901-130 +901-130 +901-130 +901-130 +901-13D +901-130 +90/-130 +90.128.8 +901-123.2 +901-122 Ao•ration . 1G4
OW
42 +901.130 +90.130 +90-130 +901130 +90f-130 +901-13D +901-130 +90-129.3 +90423.2 +9(Y.119.7 +901-118.4
u 44 +90430 +90.130 +90-130 +90-130 +90430 +90-130 +90-13D +90-124.5 +90-119.4 +901-115 p
46 +90-13D +90-130 +901-130 +90-13D +90-13D *90-130 +90-126.9 +90-120.5 +90-115.3 Mimni Dd.Pmdwt
48 +90-130 +901.130 +90-13D +901-131) +90-13D +90.129.7 +91)1-123 +90-116.5
n 50 +90-13D +90.130 +901-130 +9a1-13D +901430 +90-128.2+89.41-119. a 7
g 52 +90-13D +90430 +901-13D +9a'-13D +901430 +0881-123
rn 54 +90-130 +90-130 +901-13D +90-130 +88.81-177.1 a`
56 +901-13D +90-130 +90-13D +8941-129 m
58 +90-130 +90-130 +90-130
60 +90-130 +90.130 +89.81429.
62 +901-130 +90-130 a°
64 +90-13D +90-130
86 +9014
87-718 +90-130 m Y m
NOTES: - _ c •ne>♦
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Of O .-
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O u1 N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. �N n a1°D 0 °D
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O' w N
rnJJ o r
ZD tNLL ED zi
Z uMBO O
W r2
UU XN d O
a0 7 'oN
TABLE DIMENSIONS MAYBE o W m Y - CD S
ORIENTED VERTICALLY OR o O O v Z p •-
1-1116•NOM. HORIZONTALLY AS SHOWN. Z o Z W LL
7/16'LAMINATED GLASS STACK 7/16°L4MINATED LONG g m tn
GLASS STACK I- GLASS STACK SIDE a Q
F
3116'HEAT STRENGTHENED GLASS �— LONG SIDE co 1aay5
0°SG INTERLAYER 3/18'TEMPERED GLASS z W
/16'HEAT �• 3/16'HEAT STRENGTHENED GLASS � ® f� Z �
TRENGTHENED GLASS 7/16'AIR SPACE = to
3/18'HEAT STRENGTHENED GLSHORT f O
.090'SGINTERLAYER w Z
4A1,89 —"
SIDE SHORT I < Z w e1°0s
USED AT CURVSIOE f p Z IL N c"FRAME MEMBERS ONUSED AT CURVED 23 S25/B° FRAME MEMBERS ONLY 29 5/8' w Hare•O.C.MGLASS BITE GLASS BITE v w @ 11-7i6•o.c.MAX. X 1-3 f~ LONG SIDELLrall1 FJ(TEXTERIOR 7 21 13 SHORT d/ LONG
SIDE 9/ SIDE
GLASS TYPE 6 GLASS TYPE 8
SHORT DE
A LYNN MILLER,P.E.
P.E.O 58705
2X WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT
DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP,
TYPE A 1/4"MAX SEE NOTE 2,THIS SHEET
C EMBEDMENT SHIM
711 TYP.ANCHOR TYPE.EMBEDMENT AND EDGE PRODUCTREVISED
.� .b', EDGE DISTANCE PER SUBSTRATE, DISTANCE az complying with deo Rod&
EDGE 8 SEE TABLE 8,THIS SHEET Building Code %G-ora?A I
DISTANCE J. A�reOcc No
114'MAX rat Dow
1 SHIM 1 By
4 :••,'< hliam'Dade Product
TYP.ANCHOR TYPE, ..
EMBEDMENT AND EDGE •°
DISTANCE PER SUBSTRATE,
11 SEE TABLE 8,THIS SHEET
USED AT CURVED 11 m
29 FRAME MEMBERS ONLY EXTERIOR
(rg 11-7i8-D.C.MAX. CONCRETE/CMU 4 11
PER ANCHOR VISIBLE LIGHT WIDTH
REQUIREMENT WINDOW BUCK WIDTH-2-3/4'
WINDOW BUCK WIDTH CONCRETE/CMU t`'> >[ ca
WINDOWEXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR � =3NBUCK REQUIREMENT O•
HEIGHT 1/4'MAX.SHIM HORIZONTAL SECTION A-A ° a a o N
C4 6
TIP-TO-TIP O v W
WINDOW I co co
#12 STEEL O-j 0� o Z 'ra
HEIGHT VISIBLE SELF-DRILLING SMS Z LL C4 W o7 J uuo�0 p
UB
(05),SEE TABLE 8, TABLE 8: =W LO � W
HEIGHT= THIS SHEEP 0c) X� G Q
`` Min.Edge Max O.C.
Anchor Substrate Min.Embedment LU Z m 0 q 5 'oN
WINDOW Distance SPxIn9
BUCK P.T.Southam Fine(SG=0.55) 8/18 13/8' 1 5Mo
HEIGHT- Alwninue.808345 min. 3/8' 0.083'• 12• .Y Z
` 23/4• INSTALLATION #12ora14410SSScrew A38 Steal_ 31W 0083'• 12• o Z d Z O
METHOD D 1'— LL
INSTALLATION ANCHOR ` P.T.Southam Plea(SG=0.55) 9/18' 131E 12' g Z CID
O
UNDERNEATH THE •1
BEADING EXTERIOR #12w#14 Steel 9erew(GS) ASO Steel 3/a' 0.083•• 12' a y O
Stool Stud,Gr.33 min. 3/8' 0.045' 18 Go)•F12'
® Z
Uncrouted CMU.(ASTM C•90) 2-12' 1-1/4'MIAMI-DADE APPROVED MULLION - 1/4410SSCreteFkx Cgnctete(min.3.35 keq 1' 1314•21 (SEE SEPERATE NOA),ALUMINUM, Concrete min.2.85 ke 1• 1314' O H Z
8 STEEL FRAMING OR STEEL STUD. ° ZSEE SUBSTRATE PROPERTIES, 1/4•Steel Ulbe—, Concrete(min.2.35 kop 2-tf2' 13/B' LL ZTABLE B,THIS SHEET Ungrouted CMU, STM C90) 2-1? 1-114' LuL51/4"MAXSHIM Grouted CMU,ASTM C30 2-1/2 1374' Z'Concrete(min.3.5 kei 1-1/4' 1-314' LUSteel Ultmeon Grouted CMU ASTM C-90 2-1/2' 1314' C X D.O.
1X WOOD BUCKSTRIP,
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. lL LL
a//1 •aco0 caua;
SEE NOTE 2,THIS SHEET
T ..
.. CONCRETE PER -
EMBEDMENT ANCHOR INSTALLATION NOTES:
•• ,• REQUIREMENT ..`.
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. .
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12".1X WOOD BUCKS ARE -
INSTALLATION DIEDGE STANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X ARE 1-12'THICK OR GREATER. 6
TYPE B AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
SUBSTRATE,SEETABLE B,THIS SHEET JURISDICTION.
VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL-,THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#68705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE
TYPE G TYPE F
DISTANCE NOTE 2,THIS SHEET EMBEDMENT
1X TE 2,THIS SHEET
_ EMBEDMENT SEE NOTE 2,THIS SHEET '
INSTALLATION 1/4'MAX
D SHIM TYP.ANCHOR TYPE,EMBEDMENT AND 1fiZlAkJI PR1sV)SED
TYPE E EMBEDMENT EDGE
— EDGE DISTANCE PER SUBSTRATE,
g SEE TABLE 9,THIS SHEET DISTANCE memrply�iq;vvidr dee Ftoride
EDGE
DISTANCE
B, code
Code 14-
. Accept co No IrGe, O
1/4•MAX
2 > mr�Date 20 P9
2 SHIM ,... By
4 MI Prod=
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE °
11 DISTANCE PER SUBSTRATE, 11 •• >
SEE TABLE 9,THIS SHEET EXTERIOR o:
m
USED AT CURVED ••' 4 R 11
EXTERIOR 29 FRAME MEMBERS ONLY '`' 'd. VISIBLE LIGHT WIDTH= 5 v
- 11-7/8'O.C.MAX. CONCRETE/CMU WINDOW BUCK WIDTH-23/4"
PERANCHOR la ,
REQUIREMENT r WINDOW BUCK WIDTH
CONCRETE(CMU cn
W Y m
WINDOW PER ANCHOR >
BUCK HORIZONTAL SECTION C-C REQUIREMENT
HEIGHT 1/4"MAX.SHIM —�•{ {+— ❑ `r O
#12 STEEL O C-4 'c-
0 p
SELF-DRILLING SMS I W N
VISIBLE (GS),SETHIS I LE li Z LL J uxa10
LIGHT THIS SHEET TABLE 9: W
Min.Edge Max O.C. =W x t'n c ❑
HEIGHT= Anchor Substrate Min.Embedment U U X—
WINDOW Distance Spacing W— O g 7 'cN
BUCK P.T.SoWom -0(S -. 9/18• _ 1.318' IT I-W m O C7 OMo
HEIGHT- Aluminum,608375 min. 3f8' 0.053'' 15' > Y Z
2-3/a• INSTALLATION t11z or417a a1D ss serow A38 Steel 3/5• 0.053'• 1z• o Z Q.:Z O
TYPE H Steel Stud,Gr.33 min. 318• 0.045. 18 Ge• IT ~Q z LL
P.T.Southam Piro(SG=0.55) 91161 1315• IT J O
EXTERIOR Aluminum,505345 min. 318' - 0.083•• 12, J
Itt2 or fM4 Steel Scrow(G5) Q
A36 Steel 318' 0.083•• 15' 1aay�
Steel Stud.Gr.33 min. 318' 0.045'(18 Ga)• 12,
MIAMFDADE APPROVED MULLION 114.410 SS CvateFfex U/grouted CMU,(ASTM CEO) 2-0/Y 1-1/4' 12, ® Z t
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kal) i' 13f4' 15' F Z z
IF--
0 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 kat) 1' 1.3x4' 15' a ❑ (D alc�s
SEE SUBSTRATE PROPERTIES, 1/4'Stoel Ultrocon Concrete(min.2.85 Ref 2-115' 1.318' 15' a, z W
TABLE 9,THIS SHEET Ungeuted CMU,(ASTM C•80) 2-1/7 1-1/4' 15' O : J N
Grouted CMU ASTM CSO 2-1/7 13/4' 15' F
cl
r1/4'MAX SHIM Concrete(min.3.5 kal) 1-114' 1314' 15' w C3Q
—1L 5/15'Steel Uumcon O W a a
Growled CMU, ASTM CEO 2-if2 1.314' 15' X
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE LL W
1X WOOD BUCKSTRIP, nl •=mod aeya.
SEE NOTE 2,THIS SHEET
CONCRETE PER
EMBEDMENT - ANCHOR INSTALLATION NOTES: • "'
REQUIREMENT ,
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
INSTALLATION •• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"l X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE
TYPE F I►— EDGE •TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS-LV ARE 1-11T THICK OR GREATER
u
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING
SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. '
VERTICAL SECTION D-D
3.FOR ATTACHMENT TO METAL;THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,PJ°.
P.E.#60705
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET
SEE TABLE 10,THIS SHEET TYPE J TYPE K
EDGE
EDGE
INSTALLATION —� DISTANCE SHIMAX
DISTANCE �` SHIM EDGE DISTANCE —�•I
TYPE
O 2X WOOD BUCKSTRIP a asL plyi with d A
2X WOOD BUCKSTRIP as canPlYia6 w� F10nds
OR FRAMING,SEE OR FRAMING,SEE BmldIag Code
NOTE 2,THIS SHEET NOTE 2,THIS SHEET Awcpuu°e No 1(o-O -114-
Lull 114•MAX TYP.ANCHOR TYPE,EMBEDMENT AND pimliao Date '1
3 i SHIM EDGE DISTANCE PER SUBSTRATE, By
4 6
Ex
SEE TABLE 10,THIS SHEET Mimi Pream
EMBEDMENT
11 3
I ¢
USED AT CURVED EMBEDMENT
EXTERIOR 29 FRAME MEMBERS ONLY
@11-7/8-O.C.MAX - v
11 EXTERIOR
WINDOW r 4 11 V > _a C13 •,"m
BUCK I VISIBLE LIGHT WIDTH= 5 O
HEIGHT 1/4•MAX SHIM III''����� WINDOW BUCK WIDTH-2-3/4' p N `� 0 o
WINDOW BUCK WIDTH }nv sl
000m Lu
v
VISIBLE INSTALLATION HORIZONTAL SECTION E-E o N g Zi
z „fie o
LIGHT TYPE L Z U)W m W
HEIGHT= U_) X- C p
WINDOW W Z 0 p ID I _Mo
BUCK 910 STEEL W
HEIGHT- SELF-DRILLING SMS C;0 Z
2-3/4" (G5),SEE TABLE 10,
�Z a Z � 0
THIS SHEET v ~ LL
.4—
TABLE 10: O
Anchor Substrate Min.Edge Max.O.C. Q a0
Distance SpacingF
2-1/21 x.113•Box Nall P.T.Saithern Pine SG=0.55 5/16' S ® ZZ iaay,
I 2-112'x.1311 Common Nall P.T.Southam Pine SG=0.55 318' S
2.112°x.145 Roofnq Nal P.T.Southern Pine SG=0.65 31W S
21 P.T.Southern Pine SG=0.55 1/Y S O Z
6 2X WOOD BUCKSTRIP EXTERIOR G 0
OR FRAMING,SEE 010 x 1°Steal Scree 0'0931 Allmtlnum,W63-T5 mim 5116' S a Z
NOTE 2,THIS SHEET �' 1116'A36 Steel 611@' S• O �? F- N C"
5 r1/4'MAX SHIM 0.095° 1B Cie 3fod Stud Gr.33 6/16' 5 0 Z r�a
Jl.. MIAMI-DADE APPROVED MULLION •MIN.OF 3 THREADS BEYOND THE METALSUBSTRATE. W 3
(SEE SEPERATE NOA),ALUMINUM, X Z [L a
STEEL FRAMING OR STEEL STUD. lL LL
SEE SUBSTRATE PROPERTIES, ep0 •asap ssue;
INSTALLATION TABLE 10,THIS SHEET
TYPE J
EDGE DISTANCE
INSTALLATION NOTES: '
TVP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE 10,THIS SHEET
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12•.1XWOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X•ARE 1-12"THICK OR GREATER.
VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION. -
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPUES TO WHOLE SYSTEM. A.LYNN MILLER.P.E.
P.E.#58705
2X WOOD BUCKSTRIP _
EDGEOR FRAMING,SEE INSTALLATION TYPE M
DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT
INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
'FOR THIS INSTALLATION ANCHORS MAY BE NO
METHOD ONLY, 1/4'MAX •MORE THAN 6'O.C.
ANCHORS MAY BE NO EMBEDMENT SHIM •a
• MORE THAN 6'O.C. O 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED
2,
2X WOOD BUCKSTRIP NOTE THISSSHEET ns complying with Om Ftorida
OR FRAMING,SEE 2wldm8Cade •I "G
NOTE 2,THIS SHEET �'�°�r1i
-E 1/4"MAXPxpimtisn TYate
7YP.ANCHORTYPE,EMBEDMENTAND
3 SHIM EDGE DISTANCE PER SUBSTRATE, BY
4 6 SEE TABLE 11,THIS SHEET
' Mrani Pini'
TYP.ANCHORTYPE, ,..
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE 11,THIS SHEET3
EXTERIOR USED AT CURVED EDGE m
DISTANCE
28 FRAME MEMBERS ONLY O EDGE o:
@ 11-7/8'O.C.MAX. - DISTANCE
CONCRETECMU 11
PERANCHOR
WINDOW REQUIREMENT 4 11 CONCRETE/CMU til eM.. `1 m
PER ANCHOR > N '"aN
HEI/HT CK 1/4"MA%.SHIM y I-� VISIBLE LIGHT WIDTH- 5 ' r
-/ REQUIREMENT
WINDOW BUCK WIDTH•2.3/4' p � c
WINDOW BUCK WIDTH ExiERtOR N n a7o0 O co
c�i N N
VISIBLE
INSTALLATION TYPE O HORIZONTAL SECTION G-G z LL u)LL cS z ea o
LU
HEIGHT= FOR THIS INSTALLATION X L X N o p
WINDOW METHOD ONLY, TABLE 11: W Z m M 00 5 '0N
BUCK ANCHORS MAY BE NO w O U DMC
HEIGHT- Mn.Edge Max.O.C. o
29/4' MORE THAN 6'O.C. Anchor Substrate Distance MN.Embedment Spacing
p> Q OZO
P.T.Southern Pine SG=0.55 6116' 19/8' 6' .-Z O.Z F-
#12
LL
#12 STEEL #12 or#14 410 SS Screw Alumirxan 606&15'min. 3/8' 0.0671. 6- g O
SELF-DRILLING SMS A36 Steel 316• 0.063'• 6' rn
Steel Stud Gr.33 mh 318' 0.045' 18 Ga 6' Q
(G5),SEE TABLE 10, F
P.T.Southem Pine SG=0.55 9/16' 1.318' 6' Cl)
1aa45
THIS SHEET #12 or#14 Steel Screw(GS) Alumlrwm,E063-T5 min. 3/8' DA63-• 8' - ® �' Z O
A36 Steel 3/6' 0.063'•- W
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 318• 0.D4Y 18 Ga (r Z
EMBEDMENT AND EDGE U routed CMU ASTM CaO) 2-1/r 1-114' IT
S DISTANCE PER SUBSTRATE, 114'410 SS CreteFlex a Z.
SEE TABLE 11,THIS SHEET Concrete mil.3.35 kel 1' 1914' tr o F o c
5 MIAMI-DADE APPROVED MULLION Concrete min.2.65 kel 1• 19/4' 1r F U) ry 04
�1/4'MAXSHIM Concrete min.2.65ks1 2-1/2' 19/6' 1r 0' ❑ Z
(SEE SEPERATE NOA),ALUMINUM, 1/4'Steel U6reeon w LU X
Lim
mored cnnu,(ASTM c90 z-1/z 1-va• 1r
STEEL FRAMING OR STEEL STUD. X ? a a
SEE SUBSTRATE PROPERTIES, Grated CMU ASTM C•00 2-1/2' 19/4• 1r u. tL
TABLE 11,THIS SHEET 5116'Steel Ultreea Concrete min.3.5 ksl 1414• 1914• 1r ,n1 •,c,d cqu,c
INSTALLATION Grouted CMU ASTM C-00 2-1rr 13/4' 12'
TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
Q SEE NOTE 2,THIS SHEET .
EMBEDMENT
INSTALLATION NOTES:
•` '- -
• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. '
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE /
• OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X•ARE 1-1/2'THICK OR GREATER.
EDGE - INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERS ORAS APPROVED BY AUTHORITY HAVING
DISTANCE JURISDICTION.
VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E.
P.E.#58705
PRODUCT REVISED
as complying with die Florida
Building Code
Ie ration Dale
ramw
By
Mi Produce
z`
m
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS '
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
M Y m
co
> a_
•J.aa
ANGLED/CURVED ANGLED/CURVED p 0
FRAME ASSEMBLY FRAME ASSEMBLY }n 37-c0 �
90*CORNER SO'CORNER O W N
FRAME ASSEMBLY FRAME ASSEMBLY JJ
1 'hZ LL LU L LL W W 11 m 0
❑
10 I J 10 m F-W m 0 CD 0mo
ALL CORNERS 70 I ALL CORNERS TO i c W D Y O Z
USE GASKET I / USE GASKET o Z 0_C) ... Z It •-
ANDlOR SEALANT ) / AND/OR SEALANT I / ~ U LL
O
I � /
EQUAL-LEG FRAME Q Z
/I / m z Z Jaa45
FLANGE FRAME ® � ? 0 m
EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR cO m Z
1Hl AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS Q p W 71ws
FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT a Z
SCREW BOSSES.SEALANT AT ALL CORNERS d SCREW BOSSES.SEALANTATALLCORNERS 0 W N N
1MnL OSp U W �i
X O as
LL m
�JJ,f '7Sad 6�;Jaj
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 9: 2.784' 2.784' 2.784'
Item .094' --a if .094" �J i� .094' --4 1--
#
f
# PGT Part# Description Material .074• .062• .074' .062° t121
• .062°
1 42530 Flanged Frame Alum.6063-T5 1.375" 1.375"1
REVISED
2 4285 EquaHeg Frame Alum.8083 T5 1.875" 439" 500' .438' T ��' 4ae' aR�p�•,�with At .
414%Code
3 4258 Integral Fin Frame Alum.6063-T6 1.000' 7 II m�e 050"'0p8' ASI
.050' �--� 1
4 4255 7/16'Laml.Glass Beading Alum.6083-T5 1Fa p Mtfon'Date q
FLANGE FRAME EQUAL-LEG FRAME .o7r
6 4254 I.O.Glans Beading Alum.8063-T6 'I 2 'ss
6a 4270 Installation Fastener Corer Alum.6083-T5 #/4253C,6063-T5 #4285,6063-T5 P,
FIN FRAME
6b 4224 Installation Fastener Cover Rigid PVC O #4256,6063.T5
10 70589C Gasket(at 90'comer joints) Polyethylene '
C
11 TP247/8 Vinyl Bulb Wentheratrip' Flax PVC,Duro.66+/-1 —►I 1.208" �--�{ .346' °p JR-05/05/16-ADDED THIS SHEET
13 DOW 899,GE 7700 Silicone or Equiv. - J�
11.03T WITH SPACERS 8 MOVED PARTS.
20 71652K Setting Block,Mono.3716°x 7116"x 41 Neoprene,Duro.85+/-1 •875'
875
21 71704AK Setting Block,I.G.3/18•x 1;3132•x 4' Neoprene,Duro.85+/-1 ��� 050'
29 #6 x 1-1/4'FH SMS Stainless Steel •050" . ,050 w cr) Y o0
30 781PQX 198 x 11 Quad PH SMS Stainless Steel 3/16'&1/4" I.G.GLASS INSTALLATION > c.
•yea
OGLASS BEADING BEADING FASTENER COVER O
#4258,6063-T5 O #4254,6G6,-T56a #4270,6063,-T5 O N °rn 0 N
QJ N_j CO Z XS ~
=u-Lj to LL w W uxo� p
U VX S2 m 0 v) o
ALUMINUM h Z m O = Ir as
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA > Y Z Z r
STRUCTURAL BU MENE 5/16"NOM. Z a Z Q' O Of
STRUCTURAL SILICONE 3/16"NOM. SEAL 1— U O
114'NOM. 5/16'NOM.
LL
POLYISOBUTYLEN FOAM BUM 8 SILICONE SEAL g
W� DESICCANT ROLL-FORMED Z
WITH DESICCANT DESICCANT FOAM STAINLESS STEEL as_
EXT.GLASS EXT.GLASS EXT.GLASS ® Z O r v�
EXT.GLASS 3 ZO 17
O N Z
6 Z elves
INT.GLASS INT.GLASS INT.GLASS INT.GLASS o W (DC N
K O R`O
75 KODISPACE 7s SUPER n DURASEAL@ 79 XL EDGETM o a
48G TPS 0 SPACER®NXTTM SPACER 0SPACER au- Co
TABLE 10:
Part# Description Material `
75 Kommerling 4SG TPS Spacer System 16
76 Quanax Super Spacer nXr with Hot Melt Butyl See this
Sheet for
77 Quanex Duraseal Spacer
Materials
78 Cardinal AL Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8968 8 9970 n LYNN MILLER P.E.
P.E.x 59705