HomeMy WebLinkAboutProduct Approval (3) R E C E I p LU IS EP O iDi6
DJp►DE MIAMI-DADE COUNTY
M®
• 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.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275 FILE
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 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 I 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. 16-0629.14
MIAMFDADE COUNTY Expiration Date: February 19,2019
Y711 j jf%p Approval Date: August 04,2016
t 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®NXTrm 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.
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)
Man el Pe ez,P.E.
Product Co trol aminer
NOA No-.T6-0629.14
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-51h
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 z, .E.
Product Control am' er
NOA No.1 9.14
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 FBC-51"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 NOA 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 1 Exa finer
NOA No. 629.14
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
IMPACT-RESISTANT FIXED WINDOW -ASTME1300-09 DESIGN PRESSURE RATING IMPACTRATING
:ANSI/AF&PA NOS-2012 FOR WOOD CONSTRUCTION I-
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED To -A 4STRUCTION SHEET
RATED FOR LARGE&SMALL
-A,LUMINUM DESIGN MANUAL,ADM-2010 L __SEE SHEETS 2.5 MISSILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA :2014
0-071S2-2010
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48*TIP-TO-TIP WIDTH
HURRICANE ZONE(HVHZ). 47'BUCK WIDTH — 48'BUCK WIDTH — 46'BUCK WIDTH —
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44.114"VISIBLE
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH — 45'114*\nSIBLE 45-1/4*VISIBLE PRODUCT REVISED
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 7--� — 6-MAX. LIGHT WIDTH LIGHT WIDTH ftcomplying wAhd%�Fk"
LITE(CAP)MUST TEMPERED, F—,B,SHEET 6 F,SHEET
A�p N,..I G-
--D,SHEET — 6MAX' r8 2"MAX. Bilding
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, 11 .f
H,SHEET
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS By
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A A C E,SHEET 8
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, SHEET SHEET 6 E,SHEET 8
DUCK SHEET 7 SHEET7 (3,SHEET 9 HEET9
4)ALL WOOD SUCKS LESS THAN 1 HEIGHT 96"
1-1/2-THICK ARE TO BE BUCK
CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE I—-—-—- HEIGHT T-------- JR-05105116-ADDED SHEET I I
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1/4' 93-1/4' WITH SPACERS&MOVED PARTS.
WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR 12"MAX. VISIBLE 'MAX 93-1/4' VISIBLE
GREATER.1X AND 2X SUCKS(WHEN USED)SHALL BE D.C. LIGHT O.C. 1 1.
DESIGNED TO PROPERLY TRANSFER LOADS TO T VISIBLE 51 MAX LIGHT
H HEIGHT LIGHT O.C, HEIGHT
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS HEIGHT
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR 96,
F
H
LIGHT
ST
H
H
V
W
E
S r
E
:E
S
WIDTH
T
T
LE
H
1 2
M
SHEET
8
A— "'o
.y
k�07SI G. HEEET 9
LIGHT
ARCHITECT OF RECORD,(AOR), T BUCK UJ
Ip; I
T HEIGHT co -8
1: �l
0
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE HEIGHT w
0 0
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF >.u')
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED I,
c"I
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION 0 N
ov.
cj
ANCHORS SHOULD BE SEALED.OVERALL V; LU
0_j
Z LL 04
SET U.
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6" D 12-MAX.D.C. 3:LLi C6
INSTALLATION SHALL OS DONE BY OTHERS AND 18 BEYOND 12'MAX.O.C. F,SHEET 8
THE SCOPE OF THESE INSTRUCTIONS. MAX. SHEETS MAX, SHEET 7 2"MAX. 3 H.SHEE�; Lu
5"MAX.D.C. 5
ou cl
6)MAX.1/4*SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYR EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION (D Dmo
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) -0 z
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING (TESTED UNIT) a - o
0- 9
0 P:
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BY THE WINDOW, FIGURE 1: 1
GUIDE TO SHEETS: SHAPES AS SHOW—NSELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK _j
7)DESIGN PRESSURES, MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. LU
GENERAL NOTES.. ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12'O.G.MAX,FOR ri) o
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1ALL CURVED FRAME Z
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM MEMBERS,SEE FIGURE 1,THIS SHEET,
GLAZING DETAILS_ 2-5
E1300, DESIGN PRESSURES..................2-5 12'0.C. 0 0 z
B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.. 6 MAX. WIDTH WIDTH I*-WIDTH--H I-—WIDTH ---1 0 Z -757
PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG 7 --1 r- z —
ANALYSIS AND GLASS PER ASTM E1300, INSTALLATION,INT.FIN A..........8 Tr__ T t
INSTALLATION,INT.FIN B ..9
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN ji w
CORNER ASSEMBLY ..10
DESIGNED TO RESIST THE WINDLOADS CORRESPONDINGx
EXTRUSION PROFILES...,,.„..,.....i I MAX.
PARTS LIST...................................11 1
w U,
TOTHE REQUIRED DESIGN PRESSURE.THE 33-1/3%STSS
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THISL L L __j L
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR WIDTH WIDTH--H WIDTH
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1:
r
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type Sheet
SHALL MEET THE REQUIREMENTS OF THE FLORIDA 0 DescrIption
#
BUILDING CODE FOR CORROSION RESISTANCE.
2 w El Lu
9}REFERENCES:TEST REPORTS FT1-3835,3850&7212; 2 7116"Lam)(3/10-HS-.090-PVB.31ir 2
3 1-1116"Lam IG(311(r T-7115-Air.3116-An PVB-3116'HS) —3
ELCO ULTRACON NOA;ELCO CRETEFLEX NOA:ANSIXF&PA L 0- - j iLoj
NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 4 1-1116'LeD IG(3fl6'T-7/16"Air-3116"HS-.090'PVB-3116”HS) 3
MANUAL. 5 7115,Laml(3116'An An-.090"SG•.3/fir 4 �—WIDTH---i WIDTH-j 1--WIDTH--i F-WIDTH--i
WIS.Laml(r3lUll`I.H�_.lW_8G31118" 7- F r- op
6 T-F----
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 1 7 S* n
SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 11-1116"Laml.10(3116'T.7/16'Air-3116HS-.ODOmSG-3116'HS) 6
P S2
MAY ALSO BE REFERRED AS THE 701 SERIES. *SG* SENTRYGLAeiNTERLAYER-13Y KURARAY AMERICA,INC. w lu
'PVB'='KURARAY BUTACITe PVB INTERLAYER'13Y KURARAY AMERICA,INC
A.LYNN MILLER,P.E.
REX 58705
TABLE 2:
Window Design Pressure(+ti,psf)for Glass Type 1
Long Side(in) 7/16'LAMINATED
87-718 72 76 80 84 88 92 96 1 100 104 1 109-1/2 GLASS STACK
30 +1.80 +1.80 +1.80 +1.80 +180 +1.80 N-80 +1-80 +1.80 +1.80 +/-80
32 +/-80 +1.80 +1-80 +1.80 +180 +1-80 +1.80 +l•BO +1-80 +1.80 +1.80 .090'PVB INTERLAYER
34 +1.80 +1.80 +1-80 +I-B0 +/80 +1.80 +1.80 +I-80 +IAO +1-79.8 +1-79.4
36 +1.80 +1.80 +1-80 +I-BO +1.80 +1.80 +1-79.7 +1-77.2 +1-75.1 +1.73.4 +1-72.2 3118"HEAT STRENGTHENED GLASS
38 +IAO +180 +/AO +IAO +180 +1-78.1 +/-75.2 +1-725 +1.70.3 +/-68.5 +IA8.3 3/16-ANNEALED PRODUCTRS�dw Freda
re cemplyie9
40 +IAO +l.80 +IAO +1.79.8 +1-77.2 +1-74.3 +1.71.3 +187.9 +185.1 +1-63.4 +181.8 442 +IAO +1A0 +IAO +/-77.4 +f-74.3 +1-71.3 +1-68.2 +1-84.7 +181.8 +1.59.8 +1-58.2 44 +IAO +IAO +/•78.9 +1.75.4 +1.72.1 +1-68.9 +1-65.6 +1-622 +159.7 +/-57.5 USED AT CURVED 46 +IAO +1A0 +1-77.2 +1-73.8 +/•70.1 +1.888 +/-63.5 +1-60.3 +1-57.7 FRAME MEMBERS ONLY29 518" LONG SIDE
48 +IAO +/-79.3 +1-75.8 +/-71.9 +1.88.3 +1.64.9 +1.67.5 +I-582 (@I 11.718'O.C.MAX. GLASS BITE --50 +IAO +/-77.5 +1.74.1 +1-70.3 +1-68.7 +/-Ml +1.59.7 52 +1-79.4 +1.75.8 +1-724 +1.68.8 +1.65.1 +1.81.5 1�w 54 +1-77.4 +1.73.8 +!•70.5 +1.67.3 +1-63.5SHORT56 +1-758 +1.72 +1.88.8 +/•65.3 EXTERIOR SIDE
58 +1.74.2 +l-70.3 +1.86.8 13 + m
60 +/-727 +/.88.7 +1.85
62 +1.71.2 +/.61.1 GLASS TYPE 1
64 +1.89.7 +1.85.5
SS LONG SIDE
87-710 1 +1-67
NOTES: SHORT Y m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE A 'A°8
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. a
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O 0
0 c
C7 N r` °100 O Co
TABLE DIMENSIONS MAY BE 0 chi N LU d
ORIENTED VERTICALLY OR O �j Z �9 R
HORIZONTALLY AS SHOWN. z �_U- CD W uMoi0
35 X N o O
TABLE 3: W m O '-N
Window Design Pressure psf)for Glass Type 3 �i o Ci
.p Z O
�z dZ U)
Long Side(in) `� FU-
67-718 72 76 80 84 86 92 96 100 104 109.112 1.1116"NOM. J O
30 +1.80 +IAO +IAO +IAO +IAD +180 +1-80 *180 +IAO +/A0 OA0 GLASS STACK GLAS7/16'S
STACKED QQQW N
GLASS STACK
32 +1A0 *1A0 +1-60 +IAD +IAO +lAO *!AO N-80 +!-BO +IAD +IA0r-
3HEAT SHORT `8, 1114s
34 *1-80 080 +180 +1-80 +7.80 -1-80 *1-80 +1-80 +1.80 +1-80STRTRENGTHENED GLASS
O +1.80 W
'TEMPERED GLASS z
3716SIDE ® S"' Z
36 *IAO N-60 +1-80 +l•BO +f.80 +1-800-80 *IAO +180 +1-80 +180 � rn
38 +IAO +I-B0 +IAO +I-BO +180 +180 +1-80 +IAO +1-79.4 +1.78.4 +1.74.3 3118'ANNEALED GLASS W jZZZ�
40 +180 +IAO +IAO +IAO +180 +IAO +/•BD +l-787 +/-73.5 +/-70.9 +1-69 7/16"AIR SPACE L O W
090°PVB
42 +IAO +1.80 +1.80 +/-BO +/80 +180 +1.77 -1•731 +189.8 +1-68.9 +1-65.2 11 INTERLAYER LL Z LU °/O's
cc
44 +IAO +IAO +IAO *IAO +180 *1.77.8 +1-74.1 +1-70.3 +187.5 +1-63.9 O-
46 +/80 +1A0 +1.80 +1-60 +1-79.2 +1.754 +1.71.7 +1-68.1 +1.85.1 5 LONG O NNS
-3 48 +fAO +IAD +IAO +1.80 +1.77.2 +1.73.3 +1-69.5 +1.65.8 USED AT CURVED SIDE W
r 50 +180 +/.80 +1-80 +1.79.4 +1-75.3 +1.71.3 +1.87.5 FRAME MEMBERS ONLY 29 518" O LU W a a
P 52 -1-80 +1.80 +1-80 +1.77.7 +/-73.5 +1.69.5 @ 11-7/8'O.C.MAX. GLASS BITE LL 0
Ce 54 +1-80 +I-60 +1.79.8 0.76 +1.71.8 1-3 °O1 'nsa0 s°u°s
56 +IAD +1.80 +1-77.5 +1-73.8
58 +180 +/-79.4 +1.75.4 EXTERIOR
60 +IAO +1.77.6 0.73.5 a 7s1 21 13 _I SHORT
62 -1-80 +1.75.8 -�I
SIDE
84 +1-78.8 +1.74
ee +1.772 GLASS TYPE 3
61.718 +1.74.9
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �•
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION,
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
A.LYNN MILLER,P.E.
P.E.#68705
TABLE 4:
Window Design Pressure(+/-,psQ for Glass Types 2&4
Lola Side(in)
07.7/8 1 72 78 1 80 84 88 92 96 100 104 109.1/2 112 118 120 124 128 132 138 140 144 '
30 +IAO +IAO +1.80 1 +1.80 +/•80 +1-80 +IAO +I-80 +1.80 +1.80 +1.80 +1-80 +1-80 +1.80 +/AO +1-80 +/-80 +1.80 +1-80 +IAO
32 +IAO +IAO +1A0 1 +1-80 +/AD +/-80 +IAD +1.80 +/A0 +/.80 +1.80 +IAO +/AO +1-80 +/AO HAO +1.80 +/AO +1-80
34 +IAD +IAO +IAO +1.80 +/A0 +1.80 +1.80 +1-80 +1-80 +1.80 +/A0 +/AO HAO +1-80 +/AO +1.80 +/AO PRODUCT REVISED
36 +IAD +IAO +1.80 +IAD +IAO +/A0 +IAO +IAO +/-80 +1A0 +/A0 +IAO +IAO +IAO +1A0 +/AO m complyinS,Qh the Florida
38 -1-80 *1.80 +IAO +I-80 +1.80 +1.80 +/.80 ./_80 +1.80 +1A0 -1-80 +1-80 +I.80 +1.80 Dn0din8 Code „{
40 +IAO +1.80 +IAO +IAO +IAO +1.80 +1A0 +IAO +1.80 +1-80 +1A0 +1A0
42 +IAO +1-80 +/AO +IAO +1-80 +IAO +1.80 +IAO +/-80 +1A0 +IAO piw�ioPG�p9
44 +/AO +/A0 +IAO +IAD +/AO +/•80 +1.80 +/-80 +IAD +/AO BY
46 +/AO +IAO +1.80 +IAO +/AO +IAO +IAO +IAO +IAO titiami `i.;.j3�'�q;l(�nm1(n1
48 +1.80 +1-80 +IAD +IAO +/AO +IAO +IAO +1.80
60 +IAO +1A0 +IAO 1 +IAO +1-80 +IAO +1A0
62 +IAO +IAO +IAO 1 +1A0 +IAO +1.79.1
01 54 +IAO +/AO +1.00 +IAD +1.78.8
a
56 +1.80 +IAO +IAO +1.79.1 m
58 +1-80 +IAO +IAO
60 +IAO +IAO +1.79.3
82 +IAO +IAO
84 +1A0 +IAO
N
67-718 +IAO N ,ncy
NOTES: a
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. >_inU) o
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N °taa C) �N
N fni Lu cS
O_j °i_j oo Z 0 1;
Z LL �LL m W -M a 0
U V X y d O
W Z O n 00 _ 'eN
1-1/16"NOM. TABLE DIMENSIONS MAYBE o�W m O C7 #,ua
GLASS STACK ..tet 7/16"LAMINATED ORIENTED VERTICALLY OR p O Z N
7118"LAMINATED I
GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. Z D_Z W LL
j 0
3/16"HEAT STRENGTHENED GLASS LONG g ,-„
4GLAISREN
VBINTERLAYER 3116"TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS F~ SIDE Q
LONG SIDE �+�'j F- ~
3118'HEAT STRNGTHENED GLASS 7116"AIR SPACE .090'PVB INTERLAYER ® co K
11 SHORT 5 SIDIUSED AT CURV \ SHORTUSED AT CURVEDIIFRAME MEMBERS ON18• 518" SIDEFRAME MEMBERS ONLY 29 Z N N11-7I8"O.C.MS BITE @ 11-7/8'O.C.MAX. GLASS BITE 1-3X Lu asEXTEXTERIOR �+--- LONGSIDE -+{ LL O
a 7
s•7e 21 13 °pu •as°a s°uss
GLASS TYPE 2 GLASS TYPE 4 SHORT LONG
SIDE SIDE
SHORT IA•
SIDE
A.LYNN MILLER,P.E.
P.E.#68705
TABLE 5:
Window Design Pressure(+/-,pso for Glass Type 5
Long Side In 7116"LAMINATED
67.718 72 76 80 04 BB 92 96 100 104 109.112 GLASS STACK
30 +901.125.4 +901-120 +901.115.5 +901-111.5 •901.108.5 +901.106 +901-104.5 +90/403.5 +901-1025 +901-100.7 +901.97.9 .090'SG INTERLAYER
32 +901.116.9 +901•110.8 +90/-105.3 +901-101.6 +901.98.7 +901.95.7 +901.92.3 +901-90.6 +901-90.3 +1-89.9 +1.89
34 +901.108.9 +901.103 +901-988 +901•95.1 +901-91.8 +1-882 +1-84.4 +/•81.5 +1.80.1 +I-79.8 +1•79.4 3/16'ANNEALED GLASS
38 +901-1026 +901-97.1 +901-928 +1.88.9 +1.85.5 +1.826 +09.7 +1.77.2 +1.75.1 +/-73.4 +1.72.2 3116'ANNEALED GLASS
36 +901.98.4 +901.92.2 +1-66.7 +1-83.2 +1.60.7 +1.78.1 +1-75.2 +1-725 +/-70.3 +1-68.5 +1-68.3 PRODUCT REVISED
ft
40 +901.94.6 +1.88.2 +1.82.6 +/-79.8 +1-77.2 +1-74.3 +1.71.3 +/-67.9 +185.1 +1.63.4 +/-61.6 4 11 as canplyittg with Oto Florida
42 +901.91.3 +I-04.7 +/.80.7 +1.71.4 +1.74.3 +1-71.3 +/88.2 +/•84.7 +I.81.6 +1.59.8 +1.58.2 Building Code
USED AT CURVED Avelptma Na
44 +1.883 +1.82.4 +1-78.9 +1.75.4 +1.72.1 +1.88,9 +185.6 +1-622 +159.7 +/57.5 FRAME MEMBERS ONLY 29 516" Date
46 +145.41+1-65.5
8 +1.77.2 +1.73.8 +1-70.1 +1.68.8 +183.5 +1.80.3 +157.7 @ 117718"O.C.MAX. GLASS BITE LONG SIDE Ily
46 +1-8273 +/-75.6 +1.71.9 +158.3 +154.9 +151. +158.2 �- 3.4i1mi de Product
J' 50 +1.8D.95 +1.74.1 +1-70.3 +1.60.7 +1-83.1 +159.7 13
52 +1.7816 +/•72.4 +188.8 +/-85.1 +1-81.5
m 64 +1-77.48 +/-70.5 +1-81,3 +/-03.5 EXTERIOR SHORT
56 +/-75.6 +1-88.6 +1-65.3 20 13 SIDE >
58 +l•4.23 +188.8 �Y m
80 +1.727 .7 +1-65 GLASS TYPE 5 '
62 +1.71.2 .1
u
64 +189.7 .5 >
68 +188.3 �- LONG SIDE -�
87-718 +187
NOTES: SHORT �"1 y m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE t` N Ae8
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. W
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑ 0 o
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N V' 0100 O N
TABLE DIMENSIONS MAY BE O N m , d
LU c'I
ORIENTED VERTICALLY OR 0, N Z 7e n
HORIZONTALLY AS SHOWN. Z LL ta:Ljo LL c$ W
TABLES: LLIZ m O st ❑ 'ON
lu J. C7 sm0
Window Design Pressure(+R,pso for Glass Type? �j > p Y z
Long side(n li Z D-Z13 LL
•-
07.718 72 76 80 84 88 92 96 100 104 109.112 1-1116"NOM. S J O
30 +901.130 +901.130 +901.130 +901-126 +901.122.6 +901-119.8 +901-1181 +901-117 +901-115.8 +901-1127 •901.109.9 GLASS STACK 7116"LAMINATED
32 +901.130 +901.1251 +901.118.9 +901-114.0 +901-111.5 +90/-108.1 +9D1-104.3 +901.102.4 +801-102 +901.101.4 +901-99.7 GLASS STACK H
34 +901.123.1 +901.1184 +901.111.7 +901.107.5 +901.103.8 +901-99.7 +901.95.3 +901-92.1 +901-90.5 +1.90 +1-09.6 SHORT V) W 11145
36 +901416 +901.1098 +901-104.8 +901-100.5 +901-986 +901-93.3 +1-90 +1-87.3 +/.84.9 +1-82.3 +1.81.2 3/16'TEMPERED GLASS 3116'ANNEALED GLASS SIDE ® Z
38 +901.111.2 +901.104.2 +901-97.9 +901.94 +901-91,1 +1-882 +I-84.9 +1-81.9 +1-79.4 +/-76.4 +1.74.3 3/16'ANNEALED GLASS O Z
40 +901-106.9 +901-99.6 +901.934 +901-90.1 +1$7.2 +184 +1.80.5 +1-787 +1-73.5 +1.70.9 +189 7/16"AIR SPACE
42 +901.1D3.2 +9 5.5.7 +901-91.2 +1.87.4 +184 +/.80.6 +1.77 +1-73.1 +189.6 +180.9 +1-65.2 �.OBO"SO INTERLAYER O W
44 +901.99.7 +901.93.1 +l.89.1 +1.85.2 +/.81.4 +1.77.8 +l-74.1 +1-70.3 +187.5 +153.9 11 tai. Z a 111 S
�• 40 +901.96.5 +90-91.3 +1.87.2 +1-83.2 +1.79.2 +1-75.4 +1.71.7 +/581 +185.1 5 0 Z ^N
48 +901-93.5 +1-89.8 +185.4 +/-81.2 +1.77.2 +1-73.3 +189,5 +185.8 LONG F ❑
5 +901.91.4 +1-87.8 +1-6T7 +1.79.4 +1.75.3 +/-71.3 +187.5 USED AT CURVED SIDE u w
FRAME MEMBERS ONLY 29 518" XLU
52 +/-694 +185.5 +/-81.8 +1.71.7 +1.73.5 +1.89.5 @ 11-7/8'O.C.MAX. _ GLASS BITE a a
1n 54 +/.875 +/•83.4 +1-79.6 +/-78 +1-71.8 LL
58 +1.85.6 +1.81.4 +1-77.5 +1.73.8 13 1111 '1610 soups
58 +1838 +1-79.4 +/•75.4
60 +1.021 +/-77.8 +/-73.5 E%TERIOR
B2 +1804 +1.75.8 75-78 21 13 I SHORT I_
84 +1.780 +1.74 '1 SIDE I�
66 1 +1.77.2 GLASS TYPE 7
67.718 1 0-74.9
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. n
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
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.#60705
TABLE 7:
Window Design Pressure(+/-,psf)for Glass Types 6&8
Long Side
87-710 1 72 76 80 84 88 92 1 98 1 100 104 109-112 112 116 120 124128 132 136 140 144
30 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901.130 I +901-13D +901.130 +901-130 +901.130 +901.130 +90/•130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130
32 +90/-130 +901-130 +901-130 +901-130 +901.130 +90I-130 +90/•130 +901.130 +901.130 +901.130 +901.130 +901.130 +901-130 +901.130 +901-130 +901-130 +901.130 +90/-130 +901.130
34 +901.130 +90/•130 +901-130 +901.130 +901-130 +901.130 +901-130 +90/-130 +901.130 +901-130 +901.130 +901.130 +901.13D +901.130 +901.130 +90/•130 +gp1.130 PRODUCf REVISED
36 +901430 +901-130 +901.130 +901-130 +90/430 +901-130 +901.130 +90/-130 +901.130 +901.130 +90/.130 +9D1.130 +901-130 +90/•130 +901.130 +901.130 n complyingwith the Flmid-
38 +901.130 +901-130 +901.133 +901-130 -901.130 +901.13D +901.130 +901.130 +901.130 +901.130 +901.130 +901.130 +901.129.2 +901.127.3 Building Code �fa"b629.14-
40 +901.130 +901.130 *901.130 +901-130 +901.130 +901-130 +901•130 +901.130 +901.130 a9a-126.8 -901.123.2 +901.122 Aa<ptnnce No 1A
42 +901.130 +901.130 +901-130 +901-130 -901-130 +901.130 +901.130 +901.129.3 +90'-123.2 +90'•119.7 +901.116.4 'roliim Dalt 1
44 +901.130 +901.130 +901-130 +901.130 +901-130 +901.130 +901-130 +W.124.5 +901-119.4 +901-115 Lay
46 +901.13D +901.130 +901.130 +901-130 +901.130 +901.130 +901-126.9 +90'-120.5 +90�-115.3
Minmi Dade Prn4uct C
4B +901.130 -901.130 +901.130 +901-130 +901-130 +9(1'•129.7 +901-123 +9d-116.5
10 50 -90/-130 -901.130 +901-130 -901-130 +901.130 +90'-126.2+89.41-119.
52 +901-130 +901-130 +901-130 +901-130 +901.130 +88.81-123
N 54 +901.130 +901-130 +901-130 +901-130 +88.81477.1
58 +901.130 -90'-1 +901-130 +89.41-129
58 +901.130 +D01-13D +901-130
60 +9111.130 +901.130 +89.61.129. v
62 +901.130 +901.130
84 +901.130 +901.130
88 +801.130 1 c7 52 m
87.718 +901.130
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. m
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑N (n c
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (D N N^ a/o0 K r4
4 THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. (D d
i w
JJ cm o Z AB n
2 u- LO LL m J uMa,O O
S LL LU
LU Z O �v 'oN
TABLE DIMENSIONS MAY BE o m y ''` O DIAD
ORIENTED VERTICALLY OR o .O �i O
1-1/16"NOM. HORIZONTALLY AS SHOWN. Z d Z r W UL
7116'LAMINATED GLASS STACK g m O
.7116"LAMINATED LONG
GLASS STACK � � � GLASS STACK SIDE � F
3116"HEAT STRENGTHENED GLASS LONG SIDE
k_ REN
NTERLAYER 3116"TEMPERED GLASS `� W laayg
EAT 3116"HEAT STRENGTHENED GLASS ® �' Z 7
3118"HEAT STRENGTHENED GLGTHENED GLASS 7118"AIR SPACE V)
.090'SG INTERLAYER SHORT m
4 SIDE I - O LU
11 _� SHORT r- Q ❑ m along
1O L SIDE I- 2
USED AT CURVED O 2 N N
FRAME MEMBERS ONLY 29 . USED AT CURVED 5/8" ❑ LD ^°�
FRAME MEMBERS ONLY 29 w
@ 11.7/B"O.C.MAX. BITE GLASS BITE O LU U) a d11-7/8"O.C.MAX. ��TT X W1.3 1-3 �- LONG SIDEEXTERIOR EXTERIORSHORT // LONG
(� see 21 13 SIDE f9 SIDE
GLASS TYPE 6 �r GLASS TYPE 8
SS DET fii1� 1,6
A.LYNN MILLER.P.E.
P.E.058705
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 714"MAX SEE NOTE 2,THIS SHEET
d EMBEDMENT T SHIM
II Y DISTANCE
EDGE 6 TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVISED
J1-11 EDGE DISTANCE PER SUBSTRATE,
SEE TABLE B,THIS SHEET as cemplying with the Florida
BuildingCade
DISTANCE ��-D(a?A•I4--
Acc�ptnnoo IWr
�1/4'MAX 'rat'm Dare
7 SHIM 1
Dy
Mirmi RedeProduct Ormm
4 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE
11 DISTANCE PER SUBSTRATE, i
SEE TABLE 8,THIS SHEET
USED AT CURVED 11 m
29 EXTERIOR
FRAME MEMBERS ONLY °• .,,
(d1 11-7/8'O.C.MAX. 4 11 •,
CONCRETE/CMU
PER ANCHOR �_ VISIBLE LIGHT WIDTH= 5
REQUIREMENT WINDOW BUCK WIDTH-2-314'
WINDOW BUCK WIDTH CONCRETE/CMU tr Y M
WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR a fn �na3
EXTERIOR
BUCK � REQUIREMENT —d•
HEIGHT 1/4"MAX.SHIM HORIZONTAL SECTION A-A y^ v aoa o N
TIP-TO-TIP 0 CN t-O W of N
WINDOW #12 STEEL -I o t;
HEIGHT VISIBLE SELF-DRILLING SMS Z LL LL J u.xo� p
LIGHT (GS),SEE TABLE 8, TABLE 8: =W W
HEIGHT= THIS SHEET - U_ X— o
Min.Edge MAXMex O.C.- to
WINDOW Anchor Subetrela Distance Min.Embedment 9psckr9 )W..z m O c (=7 J N
BUCK P.T.Soulm Pine(so- ) 1-31' 1
HEIGHT- Aluminum,6063•T5 min. 1 on O O a O a-
INSTALLATION #12 or#14410 SS Screw o C,
2.3/4• A38 Steel 3/8' 0.063•• 12' Z a z a
METHOD D Steel Stud Gr.33 min. 318• 0,045 18 Ge • 12' F-
INSTALLATION ANCHOR P.T.Southern Pine(SG-0.55) 9116' 1-18" 12' o
UNDERNEATH THE Aluminum,6083.75 min. 318" 0,063"• 12'
#12 or N14 Steel Screw(05)EXTERIOR m O
BEADING EXTA38 Steal 318' 0.083"' 12' F
ERm to 1aavS
Steel 91ud,Gr.33 min. 318" 0.046. 18 Oe 12' F
114'410 39 Cretefkz Ungmuted CMU, ASTM 4 U)90) 2-1/2" 1-114• 12' ' Z
tri,
MIAMI-DADE APPROVED MULLION Concrete(min.3.35 kal) 1" 1.314' 12' ZF
21 (SEE SEPERATE NOA),ALUMINUM, Concrete min.2.85 kel 1' 1.3/4' 12' y otos
6 STEEL FRAMING OR STEEL STUD. ¢
SEE SUBSTRATE PROPERTIES, 114'Steel Ultmcon Concrete(min. ST C-al) 2-112' 1-18' 12' 0 _Z Z
Unpreuted CMU,(ASTM G90 2.112" 1.114' 12' O Lu 00
TABLE 8,THIS SHEET - 04 CV
5 Grouted CMU(ASTM C-90 2-1/2' 1.314' 12• O C) I cQ
r1/4"MAX SHIM L Z
—1L Concrete(min.3.5 kel) 1-114' 1-14• 12' 111
5118'Steel Ullreeon v
Grouted CMU ASTM 490 2-177 1.3/4' 12' L.L. � d 11
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. L.LU.
seuas
1X WOOD BUCKSTRIP,
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.
•' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE
INSTALLATION �+— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED ASW ARE 1-1/2'THICK OR GREATER. t4
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
TYPE B SUBSTRATE,SEE TABLE 8,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.
it P.E.N 58705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE G TYPE F
DISTANCE NOTE 2,THIS SHEET EMBEDMENT
1X W E 2,THIS
KS EEE
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION 1/4•MAX °
TYPE E 1 EMBEDMENT —� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, EDGE
• DISTANCE PaOD4JCT RSVISF:I)
8 SEE TABLE 9,THIS SHEET m complying with the Florida
EDGE Building Code
DISTANCE AcepimmlW��G•t7(p I
114"MAX 2 _ Apfmrirn Dale /�
2 SHIM
By�Iy-
' �__&
4 TYP.ANCHOR TYPE, '
EMBEDMENT AND EDGE
11 DISTANCE PER SUBSTRATE, 11 ,• •, ¢`
SEE TABLE 9,THIS SHEET EXTERIORm
USED AT CURVED •• q �L 11
EXTERIOR 29 FRAME MEMBERS ONLY v a
(�11-718°O.C.MAX. CONCRETE/CMU I �+ VISIBLE LIGHT WIDTH= 6 u
PER ANCHOR WINDOW BUCK WIDTH-2-3/4" '
r
WINDOW BUCK WIDTH
REQUIREMENT
CONCRETE/CMU �1,l SC m
WINDOW PER ANCHOR > a (n =aa
BUCK HORIZONTAL SECTION C-C REQUIREMENT 3
HEIGHT 1/4'MAX.SHIM a 75 O
}^ n slop O N
#12 STEEL 0 N N6
SELF-DRILLING SMS j obi LU w
VISIBLE (OS),SEE TABLE 9, TABLE 9: Z LL U g J uMo p p
LIGHT THIS SHEET
HEIGHT= T LU
Anchor Subafnte Min.Edge Min.Embedment Max O.C. U LL X d LU
WINDOWEnz Distance Spacing w z O 2 10 5 '°N
BUCK P.T.goof m ne( _. 811' 1 O W 00 0 (7 "a
HEIGHT- Aluminum 8083.75 min. 3' �> O Z �
2-314' INSTALLATION #12 or#14 410 Ss screw A3B 9tee 3113' 0.063" 12• Z d Z Oi 0 •-
TYPE H Steel stud Gr.33 min. 318' 0.045' 18"Go)• 12' HQ Z LL
P.T.Southern Plna(SG•0.55) 9118' 1-3/8' 1Y J O O 0
EXTERIOR 412 or#14 Steel Screw(G5) Aluminum,6083-T5 min. 318' 0.063'• 12" FJa- F-
A36 stool 318' 0.063'' 12'
Stool stud,Or.33 min. 318• 0.045"(18 Oa)• 12" ® Z ,-.I 1aa45
Urgreuted CMU,(ASTM GAO) 2.1/2' 1-114' 12" v F (Fq
MIAMI-DADE APPROVED MULLION 1/4'410 SS CreteFlex (n Z
Concrete(min.3.35 kol) 1' 1.314' 12'
21 (SEE SEPERATE NOA),ALUMINUM, 0 Z
STEEL FRAMING OR STEEL STUD. Concrete min.2.85 kat 1' 1.314' tY
6 Concrete(min.2.85 kai) 2-11Y 1318' 12' Z C7 °I°as
SEE SUBSTRATE PROPERTIES, 1l4'steel Ultmeon a W
TABLE 9,THI8 SHEET Unrouted CMU,(ASTM C-90-90) 2.112' 1-114" 12' 0 N N
rl
Grouted CMU ASTM G90 2-112' 1314" 12' F IBJ j n
4Fff
�1/4°MAX SHIM Concrete(min.3.5 kal) 1-1/4' 1-314° 12" V L
�11. 5118'Steal UBrecon Grouted CMU, ASTM 0-90 2.112' 1314" 12' X
LL w as
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1X WOOD SUCKSTRIP, ap!1 '�s°p saueg
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-1X7,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE
TYPE F �— TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS•2X"ARE 1-112"THICK OR GREATER.
DISTANCE
AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
EDGE
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,P.E.
P.E.#58705
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT �— OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J TYPE K
SEE TABLE 10,THIS SHEET
EDGE EDGE
DISTANCE DISTANCE 1/4'MAX EDGE DISTANCE —►I
INSTALLATION � 1�(in
111 f-- SHIM
TYPE I PRODUCT REVISED
2X WOOD BUCKSTRIP a3 cora with d»Flvida
2X WOOD BUCKSTRIP MYNB
OR FRAMING,SEE OR FRAMING,SEE Buil pts Code
NOTE 2,THIS SHEET NOTE 2,THIS SHEET Acxeplmoe No 1Co'O Q�Ot 14
-
NOTE Doq-
EMBEDMENT
1
114"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
Ay
3 SHIM EDGE DISTANCE PER SUBSTRATE, MINI Mod46 SEE TABLE 10,THIS SHEET
a
11 3
EMBEDMENT z
m
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY ¢
® 1l
11.7/8"G.C.MAX.
11 EXTERIOR
JJ�� cq y m
WINDOW 4 a U) •nay
BUCK I _ VISIBLE LIGHT WIDTH= 5 O
HEIGHT IIIWINDOW BUCK WIDTH-2-3/4" p 0 N
1/4"MAX.SHIM —+{ O
WINDOW BUCK WIDTH N ala0
N LU
0 �
LU N
VISIBLE INSTALLATION HORIZONTAL SECTION E-E z� LL 75
z o
LIGHT TYPE L 2 Uj W
HEIGHT= W Z O n 10 5 'aN
WINDOW
BUCK 010 STEEL p W m 0 Z Om0
HEIGHT- SELF-DRILLINGSMS > Q O O •'
2.3/4" (G5),SEE TABLE 10, Z d Z
UL
THIS SHEET TABLE 10: g O
Anchor Substrate Min.Edge Max.O.C. a0
Dlstence Spacing
Lj2-1/2"x.113°Box Nell P.T.Soulhem Pine SG=0.55 5/16' E 1aa4S
2-112"x.1311 Common Nall P.T.Southern Pine SG=0.55 318" 5" ® p F
2.1/2"x.14E RoofingNall P.T.Southam Pine SO=0.55 3/8' S" F
21 2X WOOD BUCKSTRIP EXTERIOR P.T.Southam Pins 50=0.55 1/2' E Z a1Zs
6 0,093'Aluminum,6063-T5 min. 5/16" E
OR FRAMING,SEE J� #10 x 1"Steel$CfeLY LL
NOTE 2,THIS SHEET V 1/16'A36 Steel 5/1E E G § t j N N
5 114'MAX SHIM 0.04E 18 Ge Steel Stud Gr.33 5116" E p Z
(SEE SEPERATE NOA),ALUMINIUM, X Z
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O a a
STEEL FRAMING OR STEEL STUD. LL LLL
SEE SUBSTRATE PROPERTIES, epq •asap sayag
INSTALLATION TABLE 10,THIS SHEET
TYPEJ D
EDGE DISTANCE
��� _i ..
INSTALLATION NOTES:
Ty'.
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 1.112°.1X WOOD BUCKS ARE �/i�
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-112"THICK OR GREATER. r/" 6 I k
VERTICAL SECTION F-F JURISDINSTALLAT
ZIOON N,TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
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.#58705
2X WOOD BUCKSTRIP
EDGE OR 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, 114'MAX •MORE THAN B.O.C.
ANCHORS MAYBE NO EMBEDMENT SHIM •<
MORE THAN 8'O.C. :(n 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET w complying with dm Florida
OR FRAMING,SEE dildmg Coda
NOTE 2,THIS SHEET Aw ptnnr�t NO " q
Pmpimtwm Dote 1
�1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND '
3 SHIM EDGE DISTANCE PER SUBSTRATE. Ily
4 TYP.ANCHOR TYPE, 6
SEE TABLE 11,THIS SHEET Mim, Pro&"G
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE 11,THIS SHEET 3
USED AT CURVED EDGE m
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE z
11.7/8'O.C.MAX. DISTANCE v
CONCRETE/CMU 11
a
PER ANCHOR
WINDOW REQUIREMENT 4 11 CONCRETE/CMU W Y m
BUCK h� VISIBLE LIGHT WIDTH= 5 PER ANCHOR > a 3 •°aa
HEIGHT 114"MAX.SHIM —�{ �+— hh�� WINDOW BUCK WIDTH-2-314' REQUIREMENT O O
WINDOW BUCK WIDTH EXTERIOR N clod O co
�nJ N �
VISIBLE HORIZONTAL SECTION G-G o� Ri o z s N
LIGHT INSTALLATION TYPE O Z 1:LLF u,u. Co J u d
HEIGHT= FOR THIS INSTALLATION WW
WINDOW 'METHOD ONLY, TABLE 11: ~Z m O U D/t0
BUCK ANCHORS MAY BE NO Min.Edge Max.O.C. o Y
HEIGHT• •MORE THAN 6'O.C. Anchor 9uhetmte Min.Embedment t` Q Z
23/4• Distance Spacing C O O
P.T.Southem Pine SG-0.55 81 6 1 6' ''Z 0_Z
#12 STEEL #12 ar#14 410 SS Semw LL
Aluminum 808&T6 min. 318" 0.083'•• B" v g O
SELF-DRILLING SMS A36 Steel 316' 0.083"• 8' ar
Steal Stud Gr.33 min. 316' 0.045.18 Ge 8"
(G5),SEE TABLE 10, H
P.T.SoutMm Pine SGa0.55 6118' 1.316• 8' U) laays
THIS SHEET 012 or#14 Steel Scmw(GS) Aluminum,6083-75 min. 318' 0.083"• 6' ® Z O
A36 Steel 318' 0.083"'- B' �: -.J F
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Gr.33 min. 3/8" 0.045'18 Ga 6' O Z
EMBEDMENT AND EDGE U routed CMU ASTM C•9D 2-112" 1-1/4' 1Y ❑
B DISTANCE PER SUBSTRATE, 114'410 99 CreteFlex ) ¢ Z � ad=n
SEE TABLE 11,THIS SHEET Concrete min.3.35 kel 1' 13/4' tY a
6 MIAMI-DADE APPROVED MULLION Concrete min.2.85 kel 1' 13/4' 1Y O N n Go
r1/4'MAX SHIM 1/4"Steed Ultmcon Concrete min.2.85 ked 2-11Y IJle" 1Y ❑ Z
(SEE BEPER IN OR S ALUMINUM, W
U muted CMU,ASTM G90 2-1/Y 1-114" 1Y U d d
STEEL FRAMING OR STEEL STUD. X Z
_ SEE SUBSTRATE PROPERTIES, Grouted CMU ASTM G00 2-1IY 1.314" 1Y M LL
INSTALLATION TABLE 11,THIS SHEET 5/16"Steel Ultmcon concrete(min.3.6 kel 1-114" 1314' 1Y a„u •asap aauo5
1X WOOD BUCKSTRIP, Grouted CMU ASTM C-90 2-112' 1 13/4' 1Y
TYPE N �— SEE NOTE 2,THIS SHEET 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES:
EMBEDMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
• 2.WOOD BUCKS DEPICTED ON THIS SHEETAS ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1121X 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. 6
EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
DISTANCE JURISDICTION.
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
VERTICAL SECTION H-H
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#66705
FRODUCTREVISED
a+�amplyiuS with dw Fimide
Build'u�g Code
Accepinncc Not 'D Q
Eaplmtion Dute 1
ny
Mi Wade R•oduN'
Q
m
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS '
FLANGE QUAL-LEG FRAMES FOR FIN FRAMES u
i;
m
M Y m
i a
a U) .,.d
ANGLED/CURVED ANGLED/CURVED O
FRAMEASSEMBLY FRAME ASSEMBLY >-N ti aO0 0 C4
90'CORNER 90°CORNER O W " N
I FRAMEASSEMBLY FRAME ASSEMBLY
1 O J N J O Z Rg r
1 m =W Ln LL 'ON
10 O umo�0
10 I I 70 i m F-{Z� m O J_� (7 W DMO
ALL CORNERS TO I / ALL CORNERS TO I / n> O i 0 �
USE GASKET / , USE GASKET I O '-
AND/OR SEALANT
AND/OR SEALANT i/ Z 0_Z UO LL
O
EQUAL-LEG FRAME Lo Q leavS
�. \—FLANGE FRAME O z ZO
EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR j MITERED FRAME WITH INTERIOR ? Z
I( AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS
@� FLANGE FRAME (SHOWN)OR CORNER KEYS AT d (SHOWN)OR CORNER KEYS AT a Z 71--s
30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS N N
30 W : ;
� O as
LL in
ap�1 •,asap sayaS
l�
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 9: 2.784• 2.784' 2.784'
Item _ .094' -�L— A94" - 4 L- .094' --�L -
q POT Part q Description Material .074" .062" .074• .082' .074' .082"
1 4253C Flanged Frame Alum.8083-T5 1.375" 1.375"1
2 4285 Equal leg Frame Alum.8063 T5 1'875 438' ode
.500" q38" 50D' T
• R
3 4266 Integral Fin Frame Alum.6063-T5 .00 .050..Wa ,050iiQow .050"lDO Aui14wS+mnmNo O1rA3dro With FA
4 4255 7/18'Laml.Glass Beading Alum.6063-T5 1.125' tvp ratt m Uate �c'
O
6 4254 I.G.Glass BeadingAlum.80FLANGE FRAME O EQUAL-LEG FRAME + 07r
83-T5 � 2 71M1•
6a 4270 Installation Fastener Coker Alum.8083-T6 #4253C,6063-T5 #4285,6063-T5
FIN FRAME
6b 4224 Installation Fastener Cover Rigid PVC 3 #4256,8063-T5
10 70589C Gasket(at 90"comer Joints) Polyethylene
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 �-►� �-�{ JR-05106116-ADDED THIS SHEET
1.206' .348' m
13 Dow 899,GE 7700 S111cone or Equiv. -+{ 1.03r rc WITH SPACERS 8 MOVED PARTS.
20 71652K Setting Block,Mono.3116'x 7/16"x 4' Neoprene,Duro.85+/-1 .875' .875" I ;
21 71704AK Setting Block,I.G.:3/16'x 13/32 x 4' Neoprene,Duro,85+/-1 a
T--
SILICONE
�I"�- .OSO' .050"
29 118 x 1-114'FH SMS Stainless Steel I µ� � Y m
30 781PQX #8 x 1"Quad PH SMS Stainless Steel 3/16 &1/4" I.G.GLASS INSTALLATION
OGLASS BEADING BEADING FASTENER COVER O
#4258,8063-T5 O #4254,6063-T5 6a #4270,6063-T5 O N N e� o
JLU P4
O °' o'(3
Z e n
Z LL LL _ J uMo�O
=Lj W
UV XS O
ALUMINUM uJ Z O M 7 to '=N
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA O O Z Z ��0
STRUCTURAL BUTYLENE o O lY
SILICONE SEAL 5116"NOM. Z D_Z L�
STRUCTURAL 3/16'NOM. 5/16"NOM. H 00 O
1/4"NOM. FOAM SILICONE SEAL
POLYISOBUTYLEN BUM 8 0 WITH DESICCANT WITH ROLL-FORMED ¢ Z
DESICCANT DESI FOAM STAINLESS STEEL F Q
EXT.GLASS EXT.GLASS EXT.GLASS ® co O 1ie45
EXT.GLASB _Z
O to
INT.GLASS INT.GLASS -INT.GLASS 0 z
INT.GLASS of 04 04
TM W
75 KODISPACE 76 SUPER 77 DURASEAL® 7e XL EDGE " x o as
O 4SG TPS O SPACERUNXTTM OSPACER OSPACER a„u .,000 sBie$
TABLE 10:
Part# Description Material
75 Kommeding 4SG TPS Spacer System
76 Quanex Super Spacer nXi With Hot Melt Butyl See this
Sheet for
77 Quanex Duraseal Spacer Materials
78 Cardinal)L Edge Spacer
tFERENCe TEST REPORTS: L-8717,6968&8970 A.LYNN MILLER,P.E.
P.E.#58705