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FILE COPY JUL 031018
Permltt ng Department
MIAMFQADE St'Luxe C049kAMI-RADE COUNTY
Will PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect Room 208
BOARD AND CODE ADMINISTRA'T'ION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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.I.
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 C dated 06/06/17,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#16-0629.14 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 Jorge M.Plasencia,P.E.
NOA No. 17-0614.11
MIAMMADE Cou� Expiration Date: February 19,2019
Approval Date: October 12,2017
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 C dated 06/06/17, 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 FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0629.14)
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 NOA No. 03-1105.01)
I-lorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-51h
Edition (1014) and FBC-61 Edition(2017), dated 09/15/17,prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGIas®(Clear and White)Glass Interlayer"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.
Jorge M.Plasencia,P.E.
Puct Control Unit Supervisor
NOA No.17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51h Edition (2014) and FBC-6th Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda,P.E.
5. 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)
6. 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)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14,issued to PGT Industries for their Series"PW-
701/720/820"Aluminum Fixed Window—L.M.I."approved on 08/04/16 and expiring
on 02/19/19.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19,2019
Approval Date: October 12,2017
E-3
GENERAL NOTES:SERIES 720/820 IMPACT-RESISTANT PRODUCT REVISED
DCED WINDOW DESIGN PRESSURE RAT NG as complying with the Placid.IMPACT RATING Building Code
yVARIES. RATED FOR LARGE 8 SMALL NOA-No. 17.0614.11
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE - EaPlntlon D •02/1 912 019
HIGH VELOCITY HURRICANE ZONE(HVKZ). -- 48"TIP-TO-TIP WIDTH
8y
4T BUCK WIDTH 48'BUCK WIDTH 48'BUCK WIDTH Ala • trol
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS
REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 301 IN THE 44-1/4"VISIBLE 45-7N'VISIBLE 451/4'VISIBLE
FIAhi2,THE OUTBOARD LITE(CAP)MUST TEMPERED. UGMT WIDTH��1 LIGHT WIDTH LIGHT y\rypTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY,USE ONLvB,SHEET 8ir X D,SHEET 7MAX F,SHEET 8
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS -H.-SHEET 9
USED FOR ANCHOR EVALUA71ONS WERE SOUTHERN PINE,ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER
ANCHOR TYPE.
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED A I A w I C E,SHEET 8 I E,SHEET 8
1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 SHEET 6 BUCK :tf
SHEET? 97 G.SHEET 9 G. EET 9 JR-0608/17-UPDATED
IT
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTEDAS 2X } HEIGHT I BUCK I ANCHORAGE TO FBC 2017.
ARE 1-1tr THICK OR GREATER.IX AND 2X BUCKS(AMEN USED)SHALL 1 L— ------- HEIGHT --------
L IBE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 82.1/4•WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12'MAK VISIBLE 12' / / VISIBLE •
OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR) 113-1/4'
O.C. I LIGHT O.C.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL / H�G� / LK31HT / HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. I I / 96' I / HEIGHT I / 97
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THETP-TO BUCK Y U
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I TIP I 6'MAX. I HEIGHT
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT O.C. I
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE Iq� cc C5
OF THESE INSTRUCTIONS. 1 I 1 I I }N 23 1 WO Q 04
m
6)MAX.1l4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE 1 1 '{L vYJ uu�� W cdll
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE I T I O LL o Z
L r• J L� o
OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST B—�-{ (••�— tY MAX.O.C. p—� Fr 12'MAX.O.C. F•SF1EEf✓9 Z m 'o t9 {J
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6'MAX. SHEETS MAX SHEET 7 2'MAX H,SHEET 8 W b ®8 0
THE WINDOW. 5'MAX.O.C. z "aN
TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o z 2 DMD
7)DESIGN PRESSURES: ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) S Z § Q _O
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE LEST �
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E13DO. F- NL
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, J j O
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: _J w .-
PER ASTM E1300. GUIDE TO SHEETS: fY O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK W
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK Sig FROM THE TABLES ON SHEETS 2.5. $ y � l�aVS
GENERAL NOTES............._..._.._1 M �
ANCHOR SPACING TO BE 6"MAX FROM CORNERS AND 12'D.C.MAX FOR ALL CURVED FRAME Z
ELEVATIONS................................1 to
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO MEMBERS,SEE FIGURE 1,THIS SHEET. W
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GAZING DETAILS..................-_2S = � F Z
PRESSURE.THE 331/3X STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES.............. 2-6 12'O.C. O O
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION.FLANGE....._..6 MAX. ) __ DTH—�'I I"�WIDTH--�{ 1�YY1DTM—� r-Wp7N-� O Z
— 1 f 1 r— —1
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,EQUAL-LEG.—..7
T T r T p p
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION,INT.FIN A....._...8 / / � ^N
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR INSTALLATION,INT.FIN B...........9 t / 0 O W op
CORNER ASSEMBLY............._....10
LU z
CORROSION RESISTANCE. 6• - I I io 1 N W d a
EXTRUSION PROFILES.... MAX = I x( LL Q
9)REFERENCES:TEST REPORTS FTL-W35.3&508 7212:ELCO PARTS UST.._._...._...............__._11 1 11
UL RADON NOA ELCO CRETEFLEX NOA:ANSVAFBPA N05 FOR L J L '�M sswS
WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABLE I: F�--'---WIDTH WIDTH WIDTH+1 I+WIDTI{�{ \\11 AAI/
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 SERIES Tv De4cAp0on Sh"I T r—— ---I T ——1 T - T , ``�`4�DWI!�YNN
i
USES AN SG INTERLAYER.THE 720 AND B20 SERIES MAY ALSO BE 8 \,IGENgF'•.
REFERRED AS THE 701 SERIES. 1 7/18'LUN 16'M-.097 PVB
2 No.6B706
2 7116"Lunl te'HS•.090'PVB-]�16'F6 _ 9 *:
CODES/STANDARDS USED: 3 1.1/18'Laml.q 18 T-7178'AF-316'An .OBD'PVB•3116'HS 2 +
•2017 FLORIDA BUILDING CODE(FBC),STH EDITION 4 1-1/16'Lrni.q(516 T•7/76"At-3/16•HS-.090'PVB-3118'F19 3 L �514�
X2014 FLORIDA BUILDING CODE(FBC),5TH EDITKXH 5 7116'VM 16'An-.090"SG-3176"An 4 I"—WDT}t—�{ {�- WIDTH+{ If WIDTH+1 IF WIDTH--I � {�ASTM E7300-09 8'HS 6 r Tr——— r -- �/�p�'`�
LEI,
3/16'T-7/16"Aw-3/16'An-.097SG-9116'M Ti T �� '••;20810*.••-•
•ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION 6 1.1116'Jami.q 18'T-7/16'Air.•3/16'F6-.097 SO-9116'FIS S _,[.�
-ALUMINUM DESIGN MANUAL,ADM-2015 /` ���y�S/ �t+;����
*ANSI SIOO-12 "SG'='KURARAY SENTRYG INTERLAYER'BY KURARAY AMERICA.INC, i i i I "4I! NA1_1111\
•AISC 360.10 "PVB'='KURARAY TROSIFOL PVB INTERLAYER'BY KURARAY AMERICA,INC. 1 1
A.LYNN I I I I I%P.E.
PE.YIf6706
PRODUCT REVISED
-Plying Vv Id the FIpWa
TABLE 2.. _ __ Building Cede
Wfndow Design Pressure(+x,psniorGlass Type 1 Now-No. 17-0614.11
Long 0n) V16'LAMINATED ErplraUn
oDeteO2/19/2019
67-718 T2 76 80 84 88 98 100 tOd 109-Y2 GLASS STACK
30 .120 +120 1 +14111 +1.80 +IAp +IAO +l-6D +IAO +fAO +1-80 +1.90 By
32 H2O +IAO a! +r +IAO +f80 +IAO +IAO HAO +1-80 +IAO .090'PVB INTERLAYER Miam t cee
34 +IAO +1410 +IAO +1-60 +IAO +IAO +l--EIII +IAO +/80 N-79.9 +/-79.4 3116'HEAT STRENGTHENED GLASS
38 +IAO +IAO +180 .1410 +IAO H410 +!- H-77.2 x/75.1 +/.73.4 H-722 3M9'ANNEALEDGLASS
38 +f +/AO +180 +180 +140 .I-761 +f- .2 +1-725 al- .3 a1-89.5 +I-K3
+120 +l AO +J80 +7.79.8 +1- +!-4 H-77.9 +l .9 +l .1 a143.4 a1-61.8 4 11
.l *I +1.80 H- .4 N•71.3 +!418.2 +14147 H 1.8 +1599 +f- .2
_ 44 +IAO +1-80 +1-78.9 *f-75.4 +1.721 +14169 +1-05.8 +1-022 +169.7 +/-57.5 USED Al CURVED
48 +120 H-80 +1.77.2 +l-73.8 +1-70.1 H4168 +1-6:1.5 +180.3 +767.7 FRAME MEMBERS ONLY 2g 518' LONG SIDE
$ 48 N20 +J-793 +I-75.8 +1.71.9 +1-08.3 +/-649 11-7/8'O.C.NIAX. GLA33 BITE
50 +1-80 +1-T7.5 +I-74.t +I-7U.3 +1.867 +14131 H-59.7 1-3 T-
71
52 *!-9.1 +1-75.6 +I-724 +189.8 +155.1 0.81.5 SHORT
54 +1.774 +1.73.6 +1-70.5 +1-67.3 +1-83.6 �� NO CHANGES THIS SHEET.
58 T-75.8 +1-72 a1-68.8 +1415.3 EXTERIOR 20 13 SIDE
58 +174.2 +1.703 .14188 - _
eD +1-727 +1-6e.7 +1-65 GLASS TYPE 1
82 +1-71.2 +1 .1
84 Hffi7 +141545.5 LONG SIDE -y{
68 +1-063
87-718 1 +I-U
SHORT W
SIDE
0
a C
co 0
N yNa0 10 O
TABLE DIMENSIONS MAYBE OJ-1 S B -1 N
ORIENTED VERTICALLY OR
0-j n. Z t,
TABLE 3: .-.__. HORIZONTALLY AS SHOWN. Z LL 8 0 I O wo,a 6
WIndoW Design Pressure(+L,psi)for Chas Type 3 U t_Wj edp e 8
Lang Side On) F Z q j 0 aN
87-718 72 78 80 88 92 96 100 104 109-112 1-1716'NOM. _ •+•
GLASS STACK 7/18'LAMINATED
30 +IAO +1-811 +IAO +1-80 +140 +/20 +120 +1410 +IAO +IAO +TAO .. GLASS STACK Z O
H410 +140 +l +120 +14D +IAO +1.80 •1-011 +I H40 3116"HEAT ULI y LL
34 +1410 +140 al +1-90 4440 +140 +1-80 H211 H-6D .IAO +/AO STRENGTHENED GLASS O
96 +120 +140 aI20 +120 +1 +fAO +IAD +120 14 IAO 3116'TEMPERED GLASS fV
38 +120 +120 +120 +1AO +I rl20 +fAO +140 +1-79.4 N-784 +/.74.3 -3116'ANNEALED GLASS F-- H
+120 +120 aIAO +/AO H +120 +I$) +1-767 +1-73.5 +1-70.9 +1ffi 7M 6'AIR SPACE .�.PVB SHORT z w 7aay5
42 +120 +IAO +1-80 +IAO .!&I +l +1- +1-731 +1$9.6 +1418.9 +1-06.2 11 IM-ERLAYER SDE ® Z K
44 •160 +1410 +1-80 +140 H410 +1- .8 H-74. +i-703 +1.67.6 +1-83.9 _ .I 3 V) Z
48 +1-80 +140 +1-80 +1.80 +1-79.2 +1-754 +1-71.7 +1-061 *185.1 6 __ 1 O
$ 48 -I-W +I +1 +l +1.77.2 +1-733 H296 +14Se USED AT CURVED 0 W 1 5
+1-80 +1410 +/AO +/-79.4 +l• .9 N-71.9 +1-67.5 FRAME MEMBERS ONLY 29 5/6' LL Z d
52 +IAO +120 +IAO +1.77.7 -71.75r- +1 A 11-7/6'O.C.MAX GLASS BITE LONG Z n N
m +1 +120 +/-79.8 +1-78 a1-71.9 13 SIDE
56 +141 14
0 + 0 H-77.5 +1-73-8 EXTERIOR L< LU a a
58 +IAO +1-79 4 71-75.4 LL 0
80 +120 +f-77.6 H•73.5 a 75-1 21 13 wiu '��0 aay
62 +1410 +1- .8
64 +1ae-ed-74 GLASS TYPE 3 ``1111 Ul1j/
LYN �.
67.718 +1-749 SHORT
t - �. ...•. N
*: NO.817-06
Nor -
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. /!f 1111 111111`
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A LYNN MILLER,P.E.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. P."58705
--- -- - - PRODUCT REVISED
as lomprylny with the Florida
TABLE 4:
- Now.ato. 17-0614.11
Window Design Pressure psq for Glass Types 2&4
Expiration Data 02119/2019
Lone �i2
67-718 72 76 - -80 4 88 92 98 100 104 1o9-vz 112 116 120 124 1 132 135 140 1 BY
3D +180 +1.80 +/.80 H80 +180 +140 •1-80 1 +1-80 +180 +r.80 _+1410 H-60 +1-80 +/-80 +IdO +I-8D +i-80 H-6D -1470 +1.80 Miam a u
tral
32 H +180 +180 +/80 +1811 +180 +180 +180 +180 •140 +140 +180 +180 +140 +1 +1411 +f40 +I� +180 +180
N40 --):W- +180 +180 +181! H80 +/80 H80 +140 +/40 1180 +180 +I80 +180 --+-/N- +/:U-
34 +180
36 H40 +140 +/40 +140 +140 +180 *140 +180 +180 +140 H40 H40 H40 +140 +14D +140
38 H40 4440 H40 +140 H +/40 •/ •I40 +140 +140 +140 140 +140 H40
40 «14o +180 +140 H-80 +140 Hoo +l Hoo •f Hoo +l
42 __:P-_80 _;'__80 _801 +I +140 +f80 N80 +l H 1140 +180
44 *1 +180 +180 +1-80 +180 +140 +140 N411 +/40 +/40
46 +140 +/80 +1.80 +180 +140 +180 +180 +140 +140
48 +140 1 +140 H40 1 -140 H-80 +180 +140 +180
>h 60 H-80 1 +I80 +140 +180 +180 +180 +140
52 +140 1 +180 +140 I +140 +/80 +09.1 NO CHANGES THIS SHEET.
°A 54 H40 1 +140 +140 +140 +/-78.8
58 +!" U.)
+140 t1-79.1 -
56 +/ +l
rc
80 +1-793
82 +r64 H67-7!8 +1N a 3 .AeB
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP00ANSION TO DETERMINE THE BUCK DIMENSION. 0 o a O
In 0
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Q 710F3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 a oP
t+1 Lu 04
rz W r
Z LL K ?
U U aoq 0
12 Z Y awa
7-1116•NOM. TABLE DIMENSIONS MAY BE n> Z A
GLASS STACK ORIENTED VERTICALLY OR o N .-
718"LAMINATED y,J 7/18'LAMINATED HORIZONTALLY AS SHOWN. Z S W 0
GLASS STACK _ I GLASS STACK
3176•HEAT STRENGTHENED GLASS LONG to M
-080"PVB INTERLAYER 3118"TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS ODE
3116•HEAT f~ LONG SIDE W
3/16"HEAT STRENGTHENED GL.hS.S STRENGTHENED CLASS 7/14ACE -000•PVB INTERLAYER g Z Ir 1+s4S
a
4 t1 SHORT i 3 c Z
SIDE SHORT < z
USED AT CURVED USED A7 CURVED +
FRAME MEMBERS ONLY 29 5/B•' FRAME MEMBERS ONLY5/B' SIDE p ? z
11.7/8"O.C.MAX. GLASS BITE 11.7/9.O.C.MA)CGLASS BITE Z r q
3as Lu
r O C7 r
1-3 EXTERIOR EXTER �'�- LONG SIDELL_20 13 13 T
LONG
GLASS TYPE 2 GLASS TYPE 4 SS DET SIDE
* No.58705 TI
SHORT �O•'•,� 'I :� -
SIDE
�";7,,70NAL ENG��•
!111111111111
A.LYNN MILLER,P E.
P.E#58T05
TABLE 5: PRODUCT REVISED
es c
orida
Window Design Pressure 10-,psf►for Glass Type 5 o PIyIn with tnn Fl
Building Code
n 7f1 e'LAMINATED 1.� NOA-No. 17-0614.11
Low Skis 67-7/8 72 76 80 84 88 92 96 Im 104 109-V2 GLASS STACK Expiration Dab O?J19/2019
30 -0-125.4 j +9&-120 +9&-115.5 +9(x.111.5 +901-108.5 +9&-108 +9014045 +901-103-5 +9&-1025 +9&-10D.7 +9&•97.9 .OBO°SG INTERLAYER By
32 •9&-118.9 +9&-110.8 +91Y-105.31-90001.6 +9&-987 +9&-957 *9&-923 +9&-90-8 +9&-90.3 +1-89.0 +189 Miam uet Control
34 +9&-106.9 +9&-103 +9&-98.8 +9&.95.1 -91.8 +1-88.2 +/84.4 +181.5 +1-00.1 +1-79.6 +/-784 3/16'ANNEALED GLASS
3B +90.'•702.9 +9&-97.1 +9&-928 +/.86.9 ++1-05.5 .1828 +l-9. +t- 2 1-75.1 f734 172-2 3/16'ANNEALED GLASS
+g&-98.4 +90'•92.2 +186.7 +123.2 *180.7 +/•781 +1- 2 +/-72 4-70.3 +188.5 488.3
40 +9&-94.8 +1-68.2 +182.8 +1.79.8 +1.77.2 +/.743 +1.71.3 +187.9 +f45.t - H81.8 4 11
+9&.91.3 •/24. 4 4-77.4 +1-74.3 4-71.3 +1-08.2 +1847 +1-6`1-6 +139.8 +/582 USED AT CURLED
44 +1889 +/82.4 +1.78.9 .4 +1-721 +188.9 +/85- +1822 459.7 +f-57.5 FRAME MEMBERS ONLY 29 618'
48 «135.4 4.80.8 +1-77.2 +/-73.6 -1-70.1 + s +133.5 -180.9 +1-67.7 11.7/8°O.C.MAX GLASS BITE �- LONG SIDE
48 &827 +1.79.3 «/-758 -4-71.9 -I-QB.3 +1 9 +f-01.5 +136.2
SO +150.9 +I-77.5 +1-74.7 4-70-3 +1-06.7 +!$31 -1-0,7 1-2
1� SHORT
+t-791 +/-75.6 -1-724 -438.8 44E.1 -181.5
54 +1-T7-4 4- .B +I-70.5 +/.67.3 +183.5 7 13 S L' NO CHANGES THIS SHEET.
IDE
58 +7 8 -T7-2- +1.88. 4.65.3 (� ZO 1
58 +f-74.2 +1-70.3 «I--W-8-
80 4-127 +138.7 +135 GLASS TYPE 5
82 +1-71.2 +!$7 1. 1284 -1ffi7 +/-W 1
B6 188 T�- LONG SIDE
+ 3 -�
87-718 +/b7 }
SHORT j a Y U
SIDE K w
p � O
L g ;TO 0
TABLE DIMENSIONS MAY BE OJ f: W c�+l
TABLE 6: ORIENTED VERTICALLY OR O Z
HORIZONTALLY AS SHOWN. Z LL m F,0 W v w
Window Design Pressure(+/•,psf)for Glass Type 7 U L ®a
Long HZ 'oN
6 77 7 80 88 82 1M 100 161 108.12 1-1/16'NOM. OMO
30 +9&-0/.130 +90'-13D «901--130 +901-126 +901-1.1 72.8 +90/.119.6 -901.118.1 -9&-117 +90/-115.8 +9041127 +901-109.9 GLASS STACK 7(16•LAMINATED
u +901-1 +9&-125.1 +9&-11 A +901-114.8 +901-111.5 +90/-108.1 +9&-104.3 +9&-102.4 +9&-102 +901-101A +9&-09.7 GLASS STACK Z ,1A LL
34 +90/-123.1 +9&-tte.4 +9&•111.7 -9&-107.5 +0&-103.8 +8&-00.7 +W-W3 +901-92.1 +Wa.5 -l;0 +d9.6 LU O
30 +9&-118 +9&•10D.8 +9&-104.8 +9&-100.5 + 6 + 9 +/ +187.3 4-04.9 +/-82.3 H-01.2 3/16'ANNEALED GLASS
3118•TEMPERED GLASS
38 +9&-111.2 +9&-104.2 +9&-07.9 +9&44 +9&11.1 -+-/-U-2 +1-01.9 */-0.9 +1-79.1 +/-78.4 +/-74.9 3/16'ANNEALED GLASS a v
40 +9&-108-9 +9&19.8 +90/13.4 +91V111 +117.2 */24 +I-0O.S r1-78.7 -4 73.5 +/70. +/-09 7116'AIR SPACE ~
42 +9D'-103.2 +9&15.7 +9&112 +/27.4 +/44 +180.6 +1-77 +/-73.1 +119.6 +/18.9 +/482 .090'SG INTERLAYER SHORT y W laov5
SIDE ® S Z R
44 +00/49. +9&13.1 -429.1 N•B52 +121.4 N-77.8 +/-74.1 +/-70.3 +127.8 +/�.9 11 � 03
03
rd 48 +g1y46 --+W--01.3 +127.2 4232 -I-79.2 +175. +/-71.7 -1-08.1 +/-85.1 5 O U)
48 am-9&5 +/29.8 ♦-05.4 421.2 +1-77.2 +/-73.3 +119.5 -1.65,6
50 «90/11-9 +/87.8 -4-03.7 +1-79.4 +/-75.3 +I.71.3 +l 07.5 USED AT CURVED O W +10 5
52 +129.4 +/-.5 Wel.8 H-77.7 -4- .5 + FRAME MEMBERS ONLY 29 GLASS BRE 0 Z d
y 54 +127.5 ;/ 4.79.8 +1.76 +/-71.8 11-7/8'O.C.MAX. �i Z N N
LONG O Ur 1.017
56 +1.85.6. +/27.4 +/-77.5 +1-73.8 1$ SIDE
59 +189-9 +/•79.4 4-75.4 LU a s
80 +l . +T-VO +!- .5 EXTEPoLL
02 +140.4 +1-75.6 s 21 13 00'1 '�
64 -I-76.8 +/-74
66 -4-772 GLASS TYPE 7
1
eT7le +774.9 SHORT `.•``oNY LYN/y
SIDE •'L1QE'N ��
No,68705 '
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. '77�Sj70NAL 0-
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. /11111111111
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.
PEA58706
PRODUCT REVISED
. as eo p%Coda with tM Florida
TABLE 7
__ _ BuiMln
Window Design Pressure(+/-,pal)for Glass Types 6&8 Now-Na' 170614.11
L .den EWration Date 02/19/2019
67.7/8 72 75 80 84 B8 92 06 100 104 109-112 112 116 120 124 128 132 136 140 1 By
30 +90/•130 .gx-130 +9x130 +9x-13D +901-130 +9x-130 +901-130 +90/-130 .901-130 +9W130 -1 -130 +901-130 +9x-130 +900-130 +901-13D +901-130 +90-130 +901-130 +9x•130 Miami-Da5ftVrodUat Control
32 +9x-130 +90l-130 +9x-130 +901-130 +9x-130 +9x-130 +9x-130 +9x-130 +9x-130 -130 +9x-130 r9x-1 +W-130 +9x-130 r9x-130 +9x•130 +90-190 +9x430 -SU-130 +9x430
34 1 +900-13] 1 +0-1 +90/-1 +9x430 +901-130 +90i-130 +9x-130 +8x-130 +9x-130 •9x-130 +9x-130 +9x.1 +9x•130 +90/•1 +9x-1 -130 +9x•1
.36 +9x-130 1 +901•130 +901.130 +9x-130 +9x-130 +9x-130 + -130 -130 -130 +901.13D +9x-130 +90f.130 +901-130 +90f-130 +9x-130 +9x-130
38 +901-1 +90.130 +901-130 +901-IM-79W_13D +9x-130 + -130 .3D +901-130 +9x-130 +90i.130 +90-130 +9x-1 .2 +901•127.3
40 +90430 +9x-130 +9x-130 +9x.130 +9x-190 +9x•1 +9x-130 +9x•1 •130 +9x-126.8 +9x-123.2 +9x-122
42 +901-130 +9d-130 +9x-130 +9x-130 +9x-130 +9x-190 +9x-130 +0-129.3 +90'-123.2 +99--119. + .11.4
44 + -130 +9x-130 +9x-130 +9x•130 +90/-130 +90-130 +9x-130 +9x•124.5 .W419.4 +901-115
46 49x-130 +0-130 +9x-13D +9x-130 +901-130 1 +99-130 +9x-126.9 +9x-120.5 110-115.3
$ 48 +901.30 +91N-130 +90/-130 +9x-130 +901-130 +9x-129.7 +9x-123 +90f-116.6
9-i 50 +9x-130 +9x-130 +901-130 +9x-130 +9x.130 +9x-1282 89.4/-119.
52 +9x-130 +9x-130 +9x-130 1 +9x-130 +90).130 +8681-123 NO CHANGES THIS SHEET.
m 54 +90f-130 +10-130 +9x-130 1 +9x-130 +BB.B/-127.1
56 +9x- +9x-130 +901-130 +894)-120 -Oa
+90/-130 +90(-130 +901-130 '
60 MAX +9G-i30
62 +901-130 +9x•130
64 +91Y-130 4901•130
86 +9x-130 Y V
87-7/8 +9x-130
NOTES' a 'tea
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK MMENSION. x a Q
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. oy a
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMFNSIONS COMPLETELY RT WITHIN. N °1O0 N
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. U W
d J Op H Z =9 I-
z'U. t0 HS J
Z LLi
W
FZm
T 0 asa
TABLE DIMENSIONS MAY BE T o Z
ORIENTED VERTICALLY OR I p
7.1ne•NOM. HORIZONTALLY AS SHOWN. Z W U-
7116•LAMINATED
OLA39 STACK 7116'LAMINATED LONG g L
I�
GLASS STACK GLASS STACK SIDE Q O
3116'HEAT STRENGTHENED GLASS err SIDE ~
.090-SG INTERLAYER Y16'TEMPERED GLASS 1� y W Im`x
3116'HEAT 3/18'HEAT STRENGTHENED GLASS Z
STRENGTHENED GLASS 7/16'NR SPACE
3/18`HEAT STRENGTHENED GLASS .090'SG INTERLAYER SHORT I I 3 N Z
0 Lu
4 11 _ 5 17 SI� SSS TZ d
USED AT CURVED Q 3 z ry 0
FRAME MEMBERS ONLY 29 5/8' USED E CURVED
11-7/8'O.C.MAX GLASS BITE FRAME MEMBERS ONLY 29 g
®114/8'O.C.MAX. GLASS BITE O Lu a d
1-2 + 1.2 �-►-- LONG SIDE �i <L 0
EXTLrERK)R EXTERIOR
!LT 20 13 —� 6-78 21 13 SST �` ap1Y-LYN/y 'I
`r { LONG
GLASS TYPE 9 GLASS TYPE 8 RDE r sly `�` ?'�10EN �(��'
*: No.36705
SHORT
SIDE T'•. <!/
"I/01VAL ENG.
//n11i11
A.LYNN MILLER P.E.
P.E.#58705
PRODUCT REVISED
s complying with the Florida
2X WOOD BUCKSTRIP Building Code
�.( EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT NOAJ1n. 17-0614.11
DISTANCE NOTE 2,THIS SHEET TYPE C rem 8 Expiration Date 02/19/2019
INSTALIX WOOD BUCKSTRIP,
TYPE LATION EMBEDMENTIA'MAX SEE NOTE 2,THIS SHEET Miami D de� ue
EMBEDMENTT SHIM
t TYP.ANCHOR TYPE,EMBEDMENTAND EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE
EDGE 9 SEE TABLE 8,THIS SHEET
DISTANCE
1/4"MAX .
1 SHIM 1
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, NO CHANGES THIS SHEET.
SEE TABLE 8,THIS SHEET
USED AT CURVED EXTERIOR
29 FRAME MEMBERS ONLY •. 11 .. -
11-7/8'O.C.MAX. CONCRETE/CMU I I 4
PVISIBLE LIGHT WIDTH
ER ANCHOR T� WINDOW BUCK WIDTH-2-3/4" 5
REQUIREMENT
WINDOW BUCK WIDTH CONCRETEICMU th Y CI
WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR a 7a
BUCK
EXTERIOR REQUIREMENT w
v y o
"E va MAX SHIM HORIZONTAL SECTION A A N eTea 0 C4
TIP-70-TP -- --- -- O C-4 � o
WINDOW STEEL J poen Z n
HEIGHT VISIBLE SELF-DRILLING SMS TABLE 8: Z W t0 0 : d
LIGHT (G5),SEE TABLE e, =W`' $ W
HEIGHT= TMIS SHEET Mir+Edge 16ax O.C. (�V p 5' ❑
WINDOW Anchor Substrate DUtanae Min.Embedment S W Z ��
F eN
BUCK --- P.T.Sou!•m
HEIGHT- Aluminum 808375 min. 3/8' r r Z
2 3/4" INSTALLATION N12 0rttia a10 ss screw o 7�k _
A38 9teei ale' O.Oti3'• 12 ,-Z� 0
METHOD D Steel Stud,Gr.33 mil. 3/8" 0.045"(18 Ga)• 12' ~Q tL
INSTALLATION ANCHOR P.T.Southern Pine(SG-0.66) 9I18' 1.38" 1 1 m
UNDERNEATH THE Aluminum,SD63-75 mm 318" Ober• J Z
BEADING EXTERIOR #12.,M14 Steel Screw(05) A36 Sted S/8" 0.063" 12 � I•eus
SUN Stud,Gr.33 min. 318' 0.045 18 Ga 12 ® �+ Z
MIAMI-DADE APPROVED MULLION V4"410 SS CteteFwx
ungmuted CMU, STM-1) 2-1/7 1-1/4' 12
21 (SEE SEPERATE NOA),ALUMINUM, ConcraU(min.3.35 ksq 1" 1.Y4' 12 F Z
Concrete(mkt.2.85 ksq 1' 1-314" 12 8 Cl)
- 9 STEEL FRAMING OR STEEL STUD, < "Jon i
SEE SUBSTRATE PROPERTIES, Il4'sleet U WOn Gonerste(min.2.65 ksq 2-t/2 I-W 12 u- Z z
TABLE 8,THIS SHEET Urgrotded CMU,(ASTIR 2-1/ 1-1/4" 12 O 3 W N N
5 114'MAX SHIM Gmuted CMU, STM G4K1 2-1/2 1.34' 12 t' ❑ n oQ
Concrete(mh.3.5 kN) 1-1/4' 1�l4' 12 W ZZQ
5J18'Steal Uaracon Omuted CMU STM C4i0 2-112' 1J/4" 12" O LL LL a a
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
i.. 1X WOOD BUCKSTRIP, 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. e81 o+s0 e!Ns
SEE NOTE 2,THIS SHEET INSTALLATION NOTES: 1-LYN 11,
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE �; -
CONCRETE PERNSF•'��
DISTANCE LIMITS.
EMBEDMENTA ANCHOR •,�
'" , +• REQUIREMENT 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X',ARE BUCKS WHOSE TOTAL Met ., Min Fy A-I-F, z,�, No.597(15 t
` •'• THICKNESS IS LESS THAN 1.1/2.IX WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE Steil s— 92 kel 120 kN = _
• . . •. INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SUCKS DEPICTED AS-Lr ARE 1-i12' n0 5orew _ OO kai 110kM - - of �.`
TYP.ANCHOR TYPE,EMBEDMENT THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE Elm WaCorG 165 kd 177 kd -.p7� \ /S
I �r ��
INSTALLATION 1� p�ANCE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS E1000MeFIUO 127.4 kit
te6'/kid O ST TE ((�;
AND EDGE DISTANCE PER e063T5AlumMum le ksl K ."ZORIDF'.••• :0
,,
SUBSTRATESEE TABLE 8THIS SHEET
TYPE B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO Ase Bred 5e k•I w '��SS,� 'NA•' NC9��`
VERTICAL SECTION B-B PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Gr.33 t Stud 33 kd ksl / '10111100 O i 1 I L 1G1 `
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM ERHER WINDOW OR MULLION NOA A.LYNN MILLER,PE.
APPLIES TO WHOLE SYSTEM. P&1168706
-- PRODUCT
ggREVISED
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION 6u)iding ICodiwtth the Florida
EDGE OR FRAMING,SEE TYPE G TYPE F NOA-No. 1---x$14.11
DISTANCE NOTE 2,THIS SHEET EMBEDMENT
_ 1X WOODBUCKSTRIP, Expiration Date 02/19/2019
EMBEDMENT SEE NOTE 2,THIS SHEET -1 BY
~{
INSTALLATION 1/4•MAX MIiW r ontrol
(.� TYP.ANCHOR TYPE,EMBEDMENT AND
TYPE E C� EMBEDMENT I SHIM EDGE DISTANCE PER SUBSTRATE, EDGE
EDGE
S SEE TABLE 9.THIS SHEET DISTANCE
DISTANCE
1/4"MAX 2
2 SHIM
4 TYP.ANCHOR TYPE,
-11 EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
1 NO CHANGES THIS SHEET,
11 SEE TABLE 9,THIS SHEET
EXTERK)R
USED AT CURVED
EXTERIOR 28 FRAME MEMBERS ONLY VISIBLE LIGHT WIDTH
11-7/8'O.C.MAX. CONCRETE/CMU•I •Y .
PER�� IIS— WINDOW BUCK WIDTH-2x14'
REQUIREMENT WINDOW BUCK WIDTH
CONCRETE/CMU {� S� M `L U
WINDOW PERANCHOR t� co
BUCK HORIZONTAL SECTION C-C REQUIREMENT IX
HEIGHT 1/4-MAX.SHIM _. .— --- N @cn
0
TABLE B: •1040 O it
aNp
STEEL AneMr Bubaaale Mht Edea Mh.Emkedment Mm O.C. Q W N
SELF-DRILLINGSMS Distant. Spacktp o 1.
VISIBLE (G6),SEE TABLE 9, ..So Fleet Ire - 2• Z LL tOp J --wo
404
LIGHT THIS SHEET Alumkum,6083-T5 mm. 1 =Lj W
HEIGHT= #12 or#14 410 SS St1aw A38 9ted aro• 0.083'• 12' U U m Y 0
ao
WINDOW - Steel Stud Gr.33 min. aro• 0.045 18 Gs IT -Z�y O ANO
BUCK - PT Soumem PIM(SG-0.W WIG' 1.3/8• 1T O 9 Z
HEIGHT- Akfniklum,80637 min. 3/8` 0.063•• 12' p
2y4• INSTALLATION #12 w#14 Steel9—(G5) q36 Sled 3/s• 0.663•• 1r Z O
TYPE H - Steel Stud,Gr.33 mitt aro' 0.045• 8 Ga 12• g ZZ O
EXTERIOR 1/4'410 SS CetleFkM ��o�CMU,"TM f:90 2-I? 1.1/4' 12' J F �
Corvette(min.3.35 kal) 1• 1.314' 12' g
Commle(min.2.85 ka9 1` 1314' IT Lm SV)Convmte(min.2.85 kd) 2-1/2' 1 12"MIAMI•DADE APPROVED MULLION 1/4'Steel Ultracon LhVmuteo CMU,(ASTM CAO) PIT 1-114' 1T = 3 ? Z
21 (SEE SEPERATE NOA),ALUMINUM, Gm Aod CMU STM CAO PUT 1-Y4' 1T OSTEEL FRAMINGOR STEEL STUD. Connate,(min.3.5 kol) 1-1/4' 13/4• 1T O 5/16'Steel lJllncon Lwu Wr
SEE SUBSTRATE PROPERTES, Oetuted CMU,ASTM C-90 2-1/T 13/4" tY u.TABLE B,THIS SHEET qO'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. F 5 114"MAX SHIM CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. (�INS'fALLATON NOTES;
1X WOOD BUCKSTRIP.
SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEDMENT AND EDGE ♦\\\. 7r2'
DISTANCE LIMITS. ♦♦ N"(LYNN .,
_�.._.
mew MIn.F Mh F. ♦ aO,••.••.•, �v
CONCRETE PER 2.WOOD BUCKS DEPICTED ON THIS SHEET A9`1X•,ARE BUCKS WHOSE TOTAL SUN Sc— 92 kd 120kd a1�:' \��N3E Y�•�- %'
EMBEDMENT '. ANCHOR THICKNESS IS LESS THAN 1-1/T.1X WOOD BUCKS ARF OPTIONAL IF UNIT CAN BE 410 S— 91 110kal ,
'` k REQUIREMENT INSTALLED DIRECTLY TO SOLD CONCRETE.WOOD BUCKS DEPICTED AS-2x.ARE 1-12' Elot UtrtConS tfd kN 177 Its! "0•68706
THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE *: •:
410 SS Et.GdeF1eK® 1274 kd 169.7 ksl _
.• -• . ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. OW3-15 Ak.,M— 10 kd 22 kai 11
INSTALLATION I EDGE A365ted 30kd lid kd � '. S TE ��
TYPE F h�— •7YP.ANCHOR TYPE,EMBEDMENT 3.Fgfi ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO ,33 Steil Sad 33 kd w W Q S TE
DISTANCE AND EDGE DISTANCE PER PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 'n ••
SUBSTRATE,BEE TABLE 8,THIS SHEET
VERTICAL SECTION D-D 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA "7,,TONAL E�1
APPLIES TO WHOLE SYSTEM, 7 7 r l l t l l 111\
A LYNN MILLER P.E.
P.E.#58705
PRODUCCT REVISED
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION suiid ng pi
Cod9ewith the Florida
EMBEDMENT AND EDGE �I EMBEDMENT OR FRAMING,SEE TYPE J TYPE K NOA-No. 17-0614.11
NOTE 2,THIS SHEET
DISTANCE PER SUBSTRATE, EDGE Expiration Data 2M 8/2018
SEE TABLE 10,THIS SHEET DISTANCE 1/4•MAX EDGE DISTANCE
EDGE B
INSTALLATION DISTANCE k' N SHIM 2X WOOD BUCKSTRIP c no trol
2X WOOD TYPE I OR FRAMING,SEE
NOTF 2,THIS SHEET
TYP.ANCHOR TYPE,EMBEDMENT AND
L
EDGE DISTANCE PER SUBSTRATE,
1/4'MAXSEE TABLE 10,THIS SHEET
3 SHIM4EMBEDMENTEMBEDMENT
NO CHANGES THIS SHEET.
USED AT CURVEDEXTERIOR 29 FRAME MEMBERS ONLY
11.7/8"D.C.MAX. EXTERIOR
VISIBLE LIGHT _
WINDOW I"` WINDOW BUCK WIDTH 2-3!4' 6 Y U
MERONT WINDOW BUCK WIDTH
1/4'MAN.SHIM �-I Imo• }^ rm O N
I I HORIZONTAL SECTION E-E 0Ip w N
VISIBLE INSTALLATION z m 7 ea a p
vLU
HEIGHT= TYPEL -�•� EDGE DISTANCE 00 CS 6 Qom
g
WINDOW I TABLE/0: HLIGHT W-Z Y 0 2N0
BUCK #10 STEEL I _
HMin.Edge Max.D.C.
EIGHT- SELF-DRILLING SMS Anchor Substrate . . v� E Z
2-/4" (G5),SEE TABLE 10, Distance c o;iw _O
THIS SHEET 2-112'X Al P.T.Southern Pine SG=0.65 5116' 51
2-112"x.131.COMM Ne➢ P.T.Stwtlem PH"(SG=0.55) &W 6' J m
2.112 x.145'Rooling NON P.T.Southern Pine SO=0.55 378" S,
P.T.Southam Pint SG=0.85 i2" V g F-
i�vs
#10 x 1'Steel Screw(G6r 0.093'Akmhkklm,6DS3-T5 min. 5116' 6' ® ;, 2 2
1/16'A36 S,aN 5/16' S ' O N
21 0.04V 11Ga Stew Stun Q.33 6/16• 5' p Z
g 2X WOOD BUCKSTRIP EXTERIOR MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. < G J
OR FRAMING,SEE i'" N N
NOTE 2,THIS SHEET \/
6 114'MAX SHIM MIAMI APPROVED MULLION INSTALLATION NOTES: LU 3
(SEE SEPERATE NOA),ALUMINUM, X LL d d
STEEL FRAMING OR STEEL STUD. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT EL
ILL
SEF SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS.
TABLE 10,THIS SHEET
INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE Mehalw Min Fr or/
TYPE J p TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE OPTIONAL stew s— 92 W 120 kV �`` pNY,LYIyj�
EDGE DISTANCE IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SM3.73 Ah.~ 1a kel 22 kw '��••-�hCENv(At !_
BUCKS DEPICTED AS"2X'ARE 1-1/2'THICK OR GREATER.INSTALLATION A36 Steal >d Its WY['
TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS Gr.E std at 33 W 45 kw� 5870558705
TYP.ANCHOR TYPE,EMBEDMENT OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. �'+ EMBEDMENT AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE/0,THIS SHEET 3.FOR ATTACHMENT TO METALTHE STRUCTURAL MEMBER SHALL BF ^'9
OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. •'•'• l o/f�:./vim;
VERTICAL SECTION F—F 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR (��'•�(ORION.
MULLION NOA APPLIES TO WHOLE SYSTEM. `
/;ONAL ENS.`•
///rrllnlh
A,LYNN MILLER,RE
P.E1/59706
PRODUCT REVISED
me complying with the Florida
2X WOOD BUCKSTRIP Building Code
EDGE
DISTANCE OR FRAMING•SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT NOA-No. 17-0614.11
14071E2,THIS SHEET TYPE N Expiration Dab 2/19/2019
EMBEDMENT B
INSTALLATION 1/4'MAX Mlam a ucConUiF
TYPE M EMBEDMENT I SHIM
O 1X WOOD BUCKSTRIP,SEE
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET
OR FRAMING.SEE
NOTE 2,THIS SHEET
�i/4•MAX TYP.ANCHOR TYPE,EMBEDMENT AND -
3 SHIM EDGE DISTANCE PER SUBSTRATE,
4 NP.ANCHOR TYPE, S
SEE TABLE 11,THIS SHEET
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, JR-OSM17-UPDATED
11 SEE TABLE 11,THIS SHEET 3 .. ANCHORAGE TO FBC 2017.
USED AT CURVED DISTANCEEDGE O
EXTERIOREDGE
29 FRAME MEMBERS ONLY - DISTANCE
a0 i 1-7/8'O.C.MAX.
Y' CONCRETE/CMU 11 •x•.'•
PER ANCHOR RETEXMIJi,.i (,
WINDOW REQUIREMENT I 4 CPE ANCHOR � 6 a 0 ,.wa
BUCK I VISIBLE LIGHT WIDTH= 5 REQUIREMENT w 3
HEIGHT 114"MAXSHI1M WINDOW BUCK WIDTH-234' ~ 5 UEXTE �
❑ U) o
WINDOW BUCK WIDTH R IOR U, N '+00 W �
VISIBLE INSTALLATION HORIZONTAL SECTION G-G J\/L Z LU
LLQ z M ❑
r
LIGHT TYPE O z to U.1
0
HEIGHT= TABLE II: U_cd 6
WINDOW STEEL Anchor Substrate Asbr- Min.Embedment Max.O.C. ZyJ q smo
BUCK > +
HEIGHT- SELF-DRILLING TAB SMS Z
2.3/4" (OS),SEE TABLE 11, P.T.Sortthem r»SG=0.55 18' 13/6' 3. p Z 0 UL
Aluminum 808375 min. 3/8" 0.083"
THIS SHEET g12 or#14 410 SS Sc1ew F- LL
A3fi Steel 3/8' 0.083" 9.T � O
Steel Stud Gr.33 min. 3/8' 0.05"18 Cie• 3.r rn
P.T.Southam Pine SG=0.55 9116" 13M' 3.r
i12 at148W19aew(OS) ANeritMm,606375 min. 318" 0.063'• 3.T m � lacus
A36 Steel 318" ri-44'
3"• 3.r
Steel S Gr.33 min. 316" 0.045"(11813111* 3.r
21 TYP.ANCHOR TYPE, IXTERIOR 1/4.11039 OsbFlut rcubd CMU(ASTM CN10 2-1/2' 4' Or Q Z
3 EMBEDMENT AND EDGE Conomts(min 3.35 ksl) 1'DISTANCE PER SUBSTRATE,SEE TABLE 11,THIS SHEET Conerah min.2.8.5 ks� I' e.r-1/4"MAXSHIM MIAMI-DARE APPROVED MULLION 114 8tee1 UhaCon Cuted CMU ASTM s1C-91) 2.1Y4' B.T � in Z ~°�
Jj.. (SEE SEPERATE NOA),ALUMINUM, Grouted CMU ASTM 090 2-VY "4" B.r O W 3 3
STEEL FRAMING OR STEEL STUD. Conoleb min.J.5 kei 1-1/4' 1314' e.r LL a a a
SEE SUBSTRATE PROPERTIES, 5/76"Steel UO..accn Grouted CMU STM C.90 2-1/2' 13/4' e.r
TABLE 11,THIS SHEET apl xaO ceua
INSTALLATION MIN OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1X WOOD BUCKSTRIP, "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
TYPE N BEE NOTE 2,THIS SHEET X71 Y LYNIy
INSTALLATION NOTES: Naf'•'--
EMBEDMENT . 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Ng,
a Mst w Min Fr Min.F.
2.WOOD BUCKS DEPICTED ON THIS SHEET AS 9X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/Y.1X WOOD Steel 15 w 92 kd 120 kci
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2r ARE 410 Saw. 90 ksl 110k.1 }-
1-tf2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS Ek:o uluecorr 166 ksl 177 k41 ••l/�!?a� '••
�•
EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS FJ..C1.101.0 127.4W 109.7 kel '� '•,•••. 2�
'0tOR1D�.•'" \
DISTANCE SOWTSAkneum 16 ks1 22 km �i s
3 FOR WINDOW ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE A36 S" L kV !b kel S
OVAL�•�a
VERTICAL SECTION H-H G.��a"S'ud 33kal 45k.W /iN1111111
4.IF APPLICABLE,LOWER DESION PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER P.E.
P.E.#58705
PRODUCT REVISED
as com fti with the Florida
Bulldinp Code
NOA-No. 17-0614.11
ExpUatlon Date 02/19/2019
By '
Mlam educt n
NO CHANGES THIS SHEET.
ASSEMBLY ETAILS FOR ASSEMBLY
FLANGE&EQUAL-LEG FRAMES r FOR FIN FRAMESS
LU z a jY v
'nary
till,
w _
ANGLED/CURVED ANGLEDICURVED 0 �B < y o
FRAME ASSEMBLY FRAME ASSEMBLY }r t yod f
C9 N ru
90*CORNER 90'CORNER O m o
FRAME ASSEMBLY I FRAME ASSEMBLY - u I Z 8 N
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b j Z LL !O i` J 'Matl a
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10 10 m IW-yZ�
ALL GARNER�TOI,! _,- ALLC.'ORNERS TO t-> Z Z
USE GASKET ' / USE GASKET i O Z v O W
AND/OR SEALA ' ,/ ANDlOR SEALANT I i F. O O
i g C3 o
EOl1AL-LEG FRAME b q iN45
FLANGE FRAME F-m z
EG FRAME MffERED FRAME WITH INTERIOR MITERED FRAME WRH INTERIOR Ofn Z
AND EXTERK)R FRAME WELDS I AND EXTERIOR FRAME WELDS ME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYS ATZSCREW BOSSES.SEALANT AT ALL CORNERS 1IE9'L SCREW BOSSES.SEALANT AT ALL CORNERS O Q IX N� I
r
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,�S�•C�:•UCENs M,C(
*, No.68706
,0, ''.. ST 'OF
'
A.LYNN MILLER.P.E.
P.E#68706
PRODUCT REVISED
as complying with the Flarida
Building Code
(ABLE'2 2.784' 2.764' 2.7&P NOA-No. '17-0614.11
Item ' -��— i—;F
�� L` Expiration Date 02/79/2019
PGT Part/ Description Material f I t I - -
N .074' .062' 074• .062' 0tl .082• BY -
1 4253C Flanged Frame Alum.6063-75
1.376" + 1376 i Miamr-0 a Produet ntrol
2 4285 Equal-leg Frame Alum.6063-75 I'M ,438^ .500" .438" .500"
3 4258 Integral Fin Frame Alum.806345 1.000'
4 4255 T/16*Lanni.Class Beading Alum.80133-T6 05� 1.125•
5 4254 F.G.Glass Beading Alum.gp83-TS FLANGE FRAME 2 EQUAL-LEG FRAME
O#42530,8063-T5 O #4285,6063-T5
6a 4270 1 Installation Fastener Cover Alum.8083-T5
6b 4224 Installation Fastener Cover Rigid PVC 3 FIN FRAME
10 705890 Gasket(at 90'comerjoints) Polyethylene #4256,6063-TS NO CHANGES THIS SHEET.
11 TP247/8 IVInyl Bulb Weatherstrip Flax PVC,Duro.65 t/-1 �--..{ .870' .346• N
13 Dow 791,899 or GE 7700 Beckbedding Silicone -� 1.037
20 71W2K Setting Block,Maw.3/18'x 7/18'x 4' Neoprene,Duro.B5+/-1 .875 .675' U I I R
21 T1704AK Setting Block,LQ 3118'x 1-3/37 x 4' Neoprene,Duro.85+1-1
-�1i►- .660
29 #6 x 1-114'FH SMS stainless Steel '06W •�" w � c'1 Y U
30 781PDX #8 x 1•Quad PH SMS Stainless Steel 7116"L AMT. I.G.GLASS INSTALLATION > 7 a U) roN
OGLASS BEADING BEADING FASTENER COVER o 0
#4255,6063-TS O #4254,6063-T5 sa #4270,6083-T50)4 ,� 0 C4
m
�
o g z
�
Z'L r�D n J "1010 O
G W
ALUMINUM SILICONE HOT-MELT BUTYL W U Ca h 'ON
STRUCTURAL *REINFOOMRCEIENT POLVISO- DESICCANT FILL AREA F yZI � o� � � 9ma
BUTYLENE 5118"NOM. 0> W
STRUCTURAL SILICONE y16"NOM. 3FJ1L c Z 2
POLYISOBUTYLENE 1/4"NOM' WITH BUSILICONE SEAL Z 0 p U.
WrTH DESICCANT DESICROLL-FORMED U
DESICCANT FSTAINLESS STEEL p
EXT.GLASS EXT.GLASS EXT.GLASINT.GLASS � N Q 1 �
EXT.GLASS ® e`vi Z Z
0 j NZ
INT.GLASS INT.GLASS18S Z
OKODISPACE 7e SUPER ODURASEAL® se XLEDGEc N�
4SG TPS SPACER®NXT SPACER SPACER � `r O as
LC m
\\ ONY LYIV/V
�. '
•IICENSF••,(�� i
TABLE 13: No.58705
Part# Description Material
75 Kommeding 4SG TPS Spacer System A
76 Quanex Super Spacer nXi with Hot Mea Butyi See this %�.6 kY�
77 Quanex Duraseal Spacer Sheet for �RS1S/�OR..... G����
78 Cardinal XL Edge Spacer Materials �,// NAL tE t�\\
REF N TE FrL-6717,8 68
A.LYNN MILLER.P.E.
PEA 58706