HomeMy WebLinkAboutNotice of Acceptance (8) MIAM1-DARE MIAM-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.miamida4e.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. 1VID-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. 16-0629.14
MiAhn oaae CO Expiration Date: February 19,2019
7/2q Approval Date: August 04,2016
/ Page 1
SHOP DRAWING REVIEW
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
REVISE AND RESUBMIT
P'FJ ECTE D-
.1-j.,',MIT SPECIFIED ITEM
Y-fiTH THE DESIGN
011 IP( 1ANCE WITH THE
:NFORMATION G. CONTRACT DOCUMENTS. Cow
RACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CON-
-IR'MED AND CORRELATED AT THE JOB SITE; FOR INFORMATION
HAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO
'I ECHNIQUES, OF CONSTRUCTION; AND FOR COORDINATION OF
T',-!E WORK OF ALL TRADES.
RNINVOLD ARCHITECTURE, INC.
DATE
u-5/24aa+-By pr
y
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®NXTm spacer system and XL
Edg6m spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
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 . 6-0629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-1 RE
OP 'J
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. IS-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 H exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomes—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 PEi.14
E.
Product Controler
NOA No.
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-2
it
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 .E.
Product Contr 1 Exa iner
NOA No. 629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-3
STANDARDS USED:
GENERAL NOTES:SERIES 720/820 e2014 FLORIDA BUILDING CODE(FBC),STH EDITION DESIGN PRESSURE RATING IMPACT RATING
•ASTM E13OD-09
IMPACT-RESISTANT FIXED WINDOW •ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE 8 SMALL
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO -ALUMINUM DESIGN MANUAL,AOM-2010 SEE SHEETS 2S MISSILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA •AISIS100-07/S2-2010
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIPUCKTIP WIDTH
HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48'BUCK WIDTH 48'BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN _GHT WIDTH 45-1/4"VISIBLE 45-1/4'VISIBLE PRODUCTREVISED
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH as complying with"Flarim 6"MAX•
D,SHEET 7
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET 6 — 6"MAX. H.SHEET 9
—^� F,SHEET 8 2'MAX 8a18ivgQ'aJc
LITE(CAP)MUST TEMPERED. B,
3)FOR MASONRY APPLICATIONS IN MVUMI-DADE COUNTY, BY_ -
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY q C E,SHEET 8 I E,SHEET 8
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 I SHEET 6 BUS SH ET 7 I SHEET 7 96' G,SHEET 9 i G, HEET 9
HEIGHT I BUCK
4)ALL WOOD BUCKS LESS THAN I-10 THICK ARE TO BE _ __ __ m
CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE yI HEIGHT WITH
-0510511E-ADDED SHEET 11
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. j 92-1/4" -1— / I / 93-1/4' WITH SPACERS 8 MOVED PARTS.
WOOD BUCKS DEPICTED AS 2XARE 1-1/2"THICK OR 12"MAX• VISIBLE 12"MAX 93.1/4" L VISIBLE
GREATER.1XAND 2X BUCKS(WHEN USED)SHALL BE D.C. I / LIGHT O.C. I / VISIBLE 5"MAX / LIGHT
DESIGNED TO PROPERLY TRANSFER LOADS TO THE i HEIGHT }T LIGHT O.C. HEIGHT
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS / 96" I I / HEIGHT I / 96' Y m
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR i TIP-TO i BUCK IL a [n •�aa
ARCHITECT OF RECORD,(AOR). TIP I HEIGHT >_
HEIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I I I mj-r a eop Q N
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF A °0
1 1 1 (�r- N d
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 1 I 1. I O cam* W N
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION O J 0>J 0 Z r;
ANCHORS SHOULD BE SEALED.OVERALL I F,SHEET B Z L Cu)LL 'w W --a 0
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6' g-�{ )~ 12"MAX.O.C. 6" yD-�{ f� 12'MAX.O.C. H.SHEET 9 =W -fA
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYONDMAX SHEET 6 MAX. SHEET 7 2'MAX- 0(D x- o �
THE SCOPE OF THESE INSTRUCTIONS. 5'MAX.O.C. W Z 0 'aN
6)MAX.1/4'SHIMSARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION ~o j In Y z 0mp
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z a Z rn O 2
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING V Q a ILL
APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE J
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: F- W
THEM BY THE WINDOW. 12"O-C. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK Q J
GUIDE TO SHEETS: W
MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2S, m U~j v0 7aa45
T)DESIGN PRESSURES: GENERAL NOTES........................1 f ANCHOR SPACING TO BE 6'MAX FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® rn Z m N
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 j `� MEMBERS,SEE FIGURE 1,THIS SHEET. F-
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 / 3 ~ z
E1300. DESIGN PRESSURES..................2.5 12"O,C. �—WIDTH S{ �-WIDTH—a•{ )WIDTH—+( IF WIDTH -►I Q Z Z aloas
B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. / T r——— ——— T -, T OL_ �
T r , O N N
PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7
ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A..........8 I I I 1INSTALLATION,ANT.FIN 8...-..-....9 L9 I m I c0 ai r,8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNERASSEMBLY...................10 . = x I x x,I I LL DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11MAX 1 iL— JTO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS PARTS LIST.......... ...................11 _ p sauas
INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS �WIDTH�•I I"--'WIDTH--I I•`-WIDTH+{ WIDTH --I
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR —TABLE 1: — — , , �\\ r NY L7•N //
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT T T T r T f '\, ,',J• •N�9 /��
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type Dmeriptlon ShL ` �..• •L10Eh/SF�•��(�,P�i
SHALL MEET THE REQUIREMENTS OF THE FLORIDA p
BUILDING CODE FOR CORROSION RESISTANCE. O FU
1 7/16'Leml 1s•An-.O9D'PVB-3/16'Hs) 2 x x =. I x �Vo.53705
9)REFERENCES:TEST REPORTS FTL-3g35.3850 8 7212; 2 7/1C Laml 18'HS-A9D'PVB-3118'HS 2
ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AFBPA 3 1-1/18"Leml.IG 3116'T-7118-All-3/18'An-.090-PVB-3/16'HS 3 1 L— —J i L
4 1-1/16"Lami.IG 16'T-7/16'Air-3116"HS-.0W PVB-3116"nH 3 ;A lam( a Ir g 16 _
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 5 7/16'Leml !16'An-.090'SG-3118'M 4 WIDTH f�- WIDTH I+WIDTH-�{ �-WIDTH�{ �'_• STA7
MANUAL. E OF �(!
6 7118'Lam13118•HS-.090'SG-3/16'HS Tr--- T�- -�' T�--- -=.�,^�Sr <�RICN„••'•���;�
10)THE 720 SERIES USES A PVB INTERLAYER,THE 020 7 1-1/18"Leml.10 It6"T-7116"Air-3116•An-.090'SG-311E"An 5 = Fx i�� O�;'•• G`\,
8 1-1/16-LamL IG 118"T-7116"Air-3flW HS-.090•SG-3116•H3 6 �j
SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES w Yv w I / w I w %� !/!!�!✓^I i ll.
MAY ALSO BE REFERRED AS THE 701 SERIES, 'SG'v'KURARAY SENTRYG S INTERLAYER'BY KURAMY AMERICA,INC. = x I Y x I I x
'PVB'='KURARAY BLITACITE PVB INTERLAYER"BY KURARAY AMERICA.INC. 1 i i i A LYNN MILLER,P.E.
-L REA 58705
TABLE 2:
Window Design Pressure(+R,psf)forGlass Type 1
Lung Side(in) 7116'LAMINATED
67-7/8 1 72 78 1 80 1 84 88 92 96 100 104 109-112 GLASS STACK
30 +1$0 1 +I$0 +/-80 +/$0 1 +!$0 +1-80 +/-BD +I$0 +l$0 +/$0 +/$0
32 +/$t1 +1$0 +/.80 +1$0 +1-80 +/$0 +1-80 +l$0 +l$0 +/-BO +1-80 .090"PVB INTERLAYER
34 +1$0 +1$0 +1-80 +1$0 +/-80 +l$0 +1-80 +1$0 +1$0 +/-79.8 +1-79.4
36 +l$0 +1$0 +l$0 +1$0 +l$0 +!$0 *1-79.7 +/-77.2 +1-75.1 +/-73.4 +1-72.2 3/18"HEAT STRENGTHENED GLASS
3/16°ANNEALED GLASS PRODUCT'REVISED
38 +/$0 +/$0 +/-80 +I$0 +/$0 +1-781 +1-75.2 +/-725 +I.70.3 +/$8.5 +I$8.3 m complying with Cm Florida
40 +1$0 +/$0 +l$0 +1-79.8 +1-77.2 +1-74.3 +1-71.3 +l$7g +155.1 +/$3.4 +!$1.8 q - 6wldinF Code
42 +1$0 +l$0 +1-80 +I-77.4 +1.74.3 +1-71.3 +/$8.2 +l$4.7 +1.61.6 +/.59.8 +/58.2 11 Aoccpluoco Nb i
44 +1$0 H$0 +1-78.9 +I-75.4 +1-72.1 +I.889 +I$5.6 +1-622 +I59.7 +/57.5 USED AT CURVED
46 +l$0 +1$0 +I-77.2 +/-73.6 +I-70-1 +1-6B8 +1-63.5 +l$0.3 +/57.7 FRAME MEMBERS ONLY 29 5/8'
11-7lB'O.C.MAX. �-�--- LONG SIDE py
m 48 +l$0 +/-79.3 +1-75-8 +/-71.9 +/$8.3 +1.84.9 H$1.5 H582 @ GLASS SITE � Miam- a Product
50 +l$0 +1-77.5R+1-772.4
+1-70.3 +1$6.7 +1.631 +159.7 1-3
g 52 +/-79.1 +l•75.6 +l$8.8 +/55-1 +1-61.5 SHORT
m 54 +1-77.4 +1-73.8 +157.3 +1$3.5 1[:,6/56 +/-758 +1-72 +1-65.3 IXT R 20 13SI F'58 +1-74.2 +1-70.3 60 +1.727 +158.7
62 +1-71.2 +1.67.1 GLASS TYPE 1
64 +I$9-7 +1-65.5
LONG SIDE
86 +l$8.3 -►I
67-718 +/$7 - -
NOTES: SHORT L/ M_ Y m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. - S DE N" > c� ^aB
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. m v. O
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑ In p
0 N r a7c0 O 19
co
TABLE DIMENSIONS MAYBE chi
c LU w
ORIENTED VERTICALLY OR O_j Z �0
_ rr
HORIZONTALLY AS SHOWN. Z LL c4 t�l- coo W ""aa 2 p
OU XLn o ❑
TABLE 3: W m O =U' Ohio
Window Design Pressure(+F,psf)for Glass Type 3 o> Q O O
(in)
0z D-z o) m
LL
67.718 72 76 BO 98 92Ling96 100 1D4 109-1/2 1-1/16'NOM. ���� g _j O
+1.80 +1+1-80 +1-80 +1-80 +1-80 +1-80 +1$0 +l$0 +l$0 +/-80 GLASS STACK I -mil I.�- GLASS
LAMINATED J Q N
30 +1-BO
32 +l$0 +I$0 +l$0 +1$0 +1-80 +I$0 +1$D +/$0 +1$0 +/$0 +l$0 I I I GLASS STACK Q
H
34 +1-80 +I-80 +l$0 +1$0 +I$0 +l$0 +/-80 +1$0 +1-80 +/$0 +/-80 3116E HEAT SHORT W laa4S
3/18'TEMPERED GLASS STRENGTHENED GLASS '1 SIDE ® S' Z m
36 +!$0 +1-80 +1$0 +J$0 +1-80 +1$0 +1-m +/-80 +1-80 +1-80 +1-80 = m
38 +1$0 +1-80 +I$0 +1-80 +I$0 +1$0 +1$0 +1$0 +1-79.4 +1-76.4 +1-74.3 3/16'ANNEALED GLASS c cl) Z
40 +l$0 +1-80 +1-80 +1-80 ♦1-80 +1-80 +l$0 +l-76.7 +1-73.5 +1-70.9 +/$9 7/16"AIRSPACE _Dso.PVB O
42 +l$0 +/$D +1-80 +1-80 +1-80 +l$0 +1.77 +l•731 +f89.8 +l$8.9 +I-65.2 11 INTERLAYER Z W d a/nas
44 +1-80 +!$0 +/$0 +!$0 +l$0 +1-778 +1-74.1 +1-70.3 +l$7.5 +l$3.9
46 +1$0 +l$0 +1-80 +I$0 +1.79.2 +/-75.4 +1-71.7 +1-68.1 +!$5.1 5 LONG 0O c!) r�
48 +1$0 +1$0 +!$0 +l$0 +I-77.2 +/-73.3 '+l$9.5 +1.858 USED AT CURVED SIDE w W to 33
50 +l$0 +1$0 +l$0 +(-79.4 +1.75.3 +1.71.3 +l$7.5 FRAME MEMBERS ONLY 29 5/8° O X W (_a.
E 52 +l$0 +/-80 +/$0 +I-T7.7 +1-73.5 +1-695 @)11-7/8'O.C.MAX GLASS BITE ❑
m 54 +I$0 +1-80 +/-79.6 +1-76 +1-71.8 1-3
56 +1-80 +1$0 +1-77.5 +1-73.8 alll '�sa0 saue5
58 +1-80 +/-79.4 +1-75.4 EXTERIOR ••'
B0 +1$0 +1.77.6 +1-73.5 75.7 21 13 SHORT I- '
62 +1$0 +1-75.6 SIDE I�
64 +/-788 +/-74 -
66 +!-77z GLASS TYPE 3
87-718 1 +I-74.9 1 `IL
NOTES: - - (/ 6
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. / D
2)FOR SI
ZES 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. '
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
Window Design P7essule(+l-,psQ for Glass Types 2&4 `
Long Side(n)
87-FIB 72 76 80 84 88 92 1 96 100 1 104 lMl/2 112 116 120 124 12B 132 138 140 144
3D +1-80 +I-80 +/-80 +1-80 +I-80 +I$0 +1-80 +/.80 +/-80 1 +1-80 H-80 +1-80 +/-80 +1-80 +1-80 +/-so +/-80 +1-60 +1-80 +/-80
32 +1-80 +/•80 +/-80 +/-80 +1.80 +IBO +/-80 +1$0 +140 +/-80 +1M ♦/$0 +1-80 +1-80 +/-so +/-80 +1.80 +/.80 +1-80
34 +1-80 +/-s0 +/-80 +/.80 +/-80 +I-80 +/-80 +1$0 +/$0 +480 +/_80 +/-80 +1-80. +1-80 +/-80 +/_80 +/-80 PRODUCT REVISED
36 +1A0 +1-80 +/_80 +1-80 +1-80 +l-8D +/-80 +1-80 +1-80 +1_80 +1_80 +l-00 +1-80 +IAO +1-80 +I.80 as".plying With the Florida
38 +1-80 +/-80 +/-80 +1-80 +1-80 +I-6D +1$0 +1-80 +1-80 +1-80 +/_80 +1-00 +1-80 +1_80 - Building Code
Ar
40 1 +1-80 +1-80 +1-s0 +1_80 +/.80 +1A0 ♦1-80 +/-80 +/-80 +/-80 +/-80 +1_80 AcoePrmooli;'o ko-'
42 +1_80 +1-80 +/-60 +1-80 +/-80 +1_80 +1-80 +I-aO +1-80 +1-60 +1.60 'ration l?a"j9 (q
44 +1-80 +lm +1-80 +1-80 +1-80 +/-80 +/-80 ♦[$0 +1-80 +1-80 BY
46 .+/-80 +1-80 +1-80M8 80 +1-80 +/-80 + 0 +/-80 +1-80 +1-80 Miami !k°?- 3$si.Lr':�4npo1
v 4B +/-80 +]to +1-80 +1-80 +1$0 +/-80 +/-80 +/-80
co
50 +/-80 +1-80 +1-80 +1-80 +/-80 +1-60
.8 52 +1-80 +1-80 +IAO +1-80 +1-80 +/-79.1
. 54 +/-80 +/-80 +/-80 +/-80 +/-78.6
58 +1-80 +1-80 +/-80 +1.79.1 m
58 +I-80 +1_80 +1-80
z
60 +/-80 +1-80 +1-79.3
62 +1-60 +I-80 '
64 +1-80 +/80
67-718 1 +1-80 L Uj
C7 .1 to
NOTES: 2 a 3:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Of
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. WI n ,a ad O N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT THIN. ti CD
v 04 N o
Z LL �U. ((Do J ---a O
W 2
UU XS2 d o
W Z 02 00 = aN
1-1/16'NOM. TABLE DIMENSIONS MAYBE o� m Y � z 6Md
GLASS STACK 7116"LAMINATED ORIENTED VERTICALLY OR p O m ZO 04
7/16"LAMINATED �{ Z a-Z .... tO
GLASS STACK I GLASSSTACK HORIZONTALLY AS SHOWN. F. W LL
3/16"HEAT STRENGTHENED GLASS LONG g Q Om
kSEN,
INTERLAYER 3/16"TEMPERED GLASS SIDEEAT 3/16"HEAT STRENGTHENED GLASS LONG SIDE3/16"HEAT STRENGTHENED GLTHENED GLASS 7/16"AIR SPACE .090"PVB INTERLAYER � z W 1"45
® mZ SHORT OIn1 5 � SIDE Z
USED AT CURVED USED AT CURVED SHORT a z � III's
FRAME MEMBERS ONLY29 " FRAME MEMBERS ONLY 29 SIT SIDE I` O 00
®11-7/B°O.C.MAX. BITE @ 11-7/8'O.C.MAX. GLASS BRE Z n1� co
1-3 WEXTERIOREXTERIOR I-�-- LONGSIDE —+-� U-
75-7e 21 13 � aAl1 'asc0 roue
GLASS TYPE 2 GLASS TYPE 4 SHORT LONG
SIDE SIDE
SHORT
SIDE
A LYNN MILLER,P.E.
P.E#58705
TABLE 5:
Window Design Pressure(+.L,psf)forGlass Type 5
Long Side(in) 7/16'LAMINATED
67-718 1 72 76 80 84 . 88 92 96 100 104 109-1/2 GLASS STACK
30 +901-125.4 +901-120 +901.115.5 +9G'-111.5 +90/-108.5 +901-108 +901-104.5 +901-103.5 *gGF-1025 +901-100.7 +W-97.9 4ANN--G-S
090•SG INTERLAYER
32 +90/.116.9 +g(W-llQ8 +90/-105.3 r901-101.6 +90/-9&7 +901-95.7 +g01-923 +901-90.6 +901-90.3 +1.89.9 +/.89
34 +901-108.9 +901-103 +901-98.8 +9GY-95.1 +90/-91.8 +/-8112 +1-84.4 -1-81.5 +180.1 +1-79.8 +/•79.43/16'ANNEALED GLASS -
36 +901-1026 +9Gd-97.1 +901-928 +188.9 +/-85.5 +/-826 +1.79.7 +1-77.2 +I.75.1 +/-73.4 +/_72.2 S
38 +901-98.4 +9U7-922 +186.7 +1-83.2 +180.7 +1-78.1 +/-75.2 +/725 +1-70.3 +/.68.5 +/56.3 PRODUCT REVISED
qp +901-94.8 +/-88.2 +1.82fi H-79.8 +/-77.2 +/•74.3 +/-71.3 +/-67.9 +Ib5.1 +/.8.4.4 +/51.8 Sp1�with tlta Flaridi
42 +90191.3 +1-84.7 +/•80.7 +1-77.4 a1-74.3 +1.71.3 +1.68.2 +1-64.7 +181.6 +159.8 +158.2 a
USED AT C AoceFtmce�
44 +1883 +/-82A +/-78.9 +/•75.4 +1-72.1 +1-88.9 +/55.6 +1-622 +/59.7 +1.57.5 FRAME MEMBERS518'
46 +/-854 +/.8p,8 +1-77.2 a1-73.6 +/-70.1 +15Q8 +/.83.5 +I-60.3 +157.7 @ 11-71W O.CGLASS BITE
r52
+/-827 +/79.3 +1-75.6 +/-71.9 +1-88.3 +154.9 +/-61.5 +/58.2 �-� LONG SIDEBytw +180.9 +1-77,5 +I-74.1 +/•70.3 +/86.7 +/831 +/59.7+l•791 +/-75.6 +/-724 +/-68.8 +/-65.1 +/-61.5
.+1-77A +/-73.8 +1-70.5 +1-67.3 +/-63.5 SHORT
+1-75.8 +l•72 +1-68.6 +1.65.3 13 SIDE+1-74.2 +/-70.3 +I-66.8
+1-727 +158.7 +1.65GLASS TYPE 5+1.71.2 +187.1
+/-%7 +/-65.5 - >
66 +/-68.3 �- LONG SIDE -r••�
67-718 +157 T_
NOTES: - m Y HORT LU m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SS DE y� >
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. It r-
3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p a O
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. }ti a e1o0 O N
Go
TABLE DIMENSIONS MAYBE O m v LU
O , a
ORIENTED VERTICALLY OR J i m o Z �&
HORIZONTALLY AS SHOWN. Z D- <Ui m W uro�0
TABLE 6: Ill Z O m a 5 'oN
F-w DG YO C9 -lima
Window Design Pressure(+f,psi)for Glass Type 7 y > O O
Long Side(in) �/ z d z 'a
87-718 72 76 80 84 88 92 98 100 104 109-112 1-1/16'NOM. ~ O
30 +901-130 +901-130 +90'-130 +901-128 +901-1226 +901-119.8 +901-118.1 +901-117 +90/-1158 +901-1127 +90•-109.9 GLASS STACK 7/16'LAMINATED 'r
32 +901-130 +90f-1251 +901-118.9 +99-114.6 +901-111.5 +901-108.1 +901-104.3 +901-1024 +901-102 +901.101.4 +901.99.7 � GLASS STACK � H
34 +90/-123.1 +901-1164 +g0/•111.7 +9(Y-107.5 +g01-103.8 +gW-99.7 +gW95.3 +90/-92.1 +90/-90.5 +/•90 +/-M.6 - SHORT a a) LU 7aa4s
36 +901-116 +901-1098 +901-104.8 +9ry-100.5 +901-986 +90193.3 +1-90 +/.87.3 +/84.9 +1823 +181.2 3/16'TEMPERED GLASS 3/16-ANNEALED GLASS SIDE ®.m Z D:
38 +901-111.2 +99-104.2 +g0/-97.9 +90194 +90/-91.1 +18Q2 +1-84.9 +/-81.9 +179.4 +I-76.4 +1-74.3 3116'ANNEALED GLASS u - = H
40 +901-108.9 +90/-99.8 +901934 a90'-90.1 +/97.2 +184 +/80.5 +/-767 +1-73.5 +/-70.9 +189 7/16'AIR SPACE = ca Z
.OBO'SO INTERLAYER �- O
42 +901.103.2 +90'-95.7 +901-91.2 *I-87.4 +184 +/80.6 +1•77 +/-73.1 N89.8 +158.9 +185.2 LLIx elp�s
44 +90199.7 +9W93.1 +189.1 +I$5.2 +181.4 +I-T7.8 +1-74.1 +1-70.3 +1-6T5 0-63.9 11 LL _ZEL
46 +901-96.5 +9a-91.3 +1.872 +1-83.2 +1-792 +/.75.4 +1.71.7 +/•8G1 +/85.1 5 O Z NN
v 48 +901-93.5 +1-89.6 +/.85.4 +181.2 +l•77.2 +/-73.3 +1.69.5 +/-65.8 LONG F W O n
N
50 +901.91.4. +/878 +/83.7 +/.79.4 +l-75.3 +l-71,3 +1-67.5 USED AT CURVED SIDE u°1
e FRAME MEMBERS ONLY 29 5/8' O x W a s
QF52 +1-89.4 +l85.5 +/81.8 +1.77.7 *I-73.5 +f-69.5 GLA55 BITE+18Z5 +1-83.4 +/79.6 +/.76 +1-71.8 @ 11-7/87 O.C.MAX % O+/856 +1.81.4 +1-77.5 +/-73.8 1-3+1838 +1-79.4 +1-75.4
+1821 +I-77.6 +1-73.5 EXTERIOR
+180.4 +I-75.8 a7a21 13SHORT+1-7Q8 +1-74 'I SIDE+I-n2 GLASS TYPE 7
+1-74.9 ,
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. r, pp
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. WL y
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY Frr 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#58705
TABLE 7:
Window Design Pressure(+l-,psQ Tor Glass Types 6&8
Long Si (n
87-7l8 72 76 s0 84 88 92 96 100 1 104 109-1/2 1 112 116 1 120 1 124 128 1 132 138 1 140 144
30 +901-130 +901-130 +901-130 +91F-130 +901-130 +901-130 +901-130 +901-130 +90143D .901-130 +90/-13D +901-130 +901.130 +901-130 +92-130 +901-13D +901-130 +901-130 +901-130 +901430
32 +901-13D +901-130 +901-130 +901-130 +901-130 +901-13D .901-130 +901-130 +901-130 +901-130 +9W-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 .901-130
34 +901-130 +901-130 +90/-130 +901-130 +901430 +9W-13D +90/-130 +901-130 +901-130 +901-130 +W430 +901-130 +9W-13D +901-130 +901430 +901-130 +901-130 PRODUCT REVISED
38 +901-130 +9W-130 +901.130 +901-130 +901-130 +9W-13D +901.130 +9131-130 +901.131) +901-130 +901-130 +901-130 .901-130 +90/-130 +901.13D +90/_130 m complying with the Florida
3B +901-130 +9W-130 +90143D +901-130 +901-130 +9W-13D +9W-130 +901-130 -90143D +9W.130 +901-13D +901-130 +9(11.129.2 +9W.127.3 Building Code
40 +901.130 +9W-130 +90/-130 +901-130 +901.131) +9W-130 +901430 +901-130 .901-130 +91Y-126.8 +901-123.2 +901-122 A=ptaaca No
42 +901-130 +901.130 +90/-130 +901-130 +9W.130 +901-130 +901-13D +90I-129.3 +901-123.2 +90'-119.7 +9W-116.4 'tMkffl D�a
'6
44 .901-130 +901-130 +9W-130 +901-130 +901-130 +901-130 +9W-130 +9W-124.5 +9W-119.4 +9W-115 BY
46 +9W-130 +9W-130 +9W-130 +9W-130 +901-130 +9W430 +901-126.9 +9W.120.5 +9W-115.3
N.H.mti Dade 1'ro4ucCCoo
48 +90/-130 +901A30 +90/-130 +9W-130 +9W-130 +90'-129.7 +9W-123 +9W-116.5
m 50 +gW-130 +901-130 +901-130 +901-130 +9W-130 +901-126.2+89.41-119.
g 52 +90/-130 +901-130 +901-13D +901.130 +9W-130 +88.81-123 a
to 54 +901-13D +9W-130 +901-13D +90/-130 +88.81-1Z7.1 z
56 r 01-13D +9W-130 +90143D +69AI-129 m
58 +901-13D +901-130 .901.130
60 +9(V-130 +9W130 +89.61-129. u
62 +901-130 +901-130
84 +901430 +901-130
66 +90f-130
67-718 1 +9W.130 W m Y m
NOTES: > a co 7.8
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V 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. }r n r?3-0 O �
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.00 NOT USE WITH FIN-FRAMED WINDOWS. 00� eN� co d
J J � O Z B n
Z u- LD LL � J u 0 ❑
VU XN o o
�Z m0 co 0 M� a
TABLE DIMENSIONS MAYBE p
ORIENTED VERTICALLY OR o Q O O v �'
1-1/16'NOM. HORIZONTALLY AS SHOWN. .-Z O.Z H y
GLASS STACK 7/16'LAMINATED
T/16'LAMINATED I� LONG g J O
GLASS STACK GLASS STACK SIDE Q co to
.090"SG INTERLAYER 3116'TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS �— LONG SIDE W 1aayS
3f16'HEAT 3116'HEAT STRENGTHENED GLASS i� ® m Z It
3116"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .090'SG INTERLAYER SHORT � 1p Z
SIDE O
4 11 5 11 + _I SHORT ¢ Z EL a1a�s
USED AT CURVED J— '1 SIDE
FRAME MEMBERS ONLY 29 5/8' USED AT CURVED 5!8' p EL
N
FRAME MEMBERS ONLY 29 Emu
11-7l8'O.C.MAX. GLASS BITE GLASS BITE w W
Q 11-7/8'O.C.MAX. L T O X W a a
1� 1_3 {—I� LONG SIDE —� 1 W ❑
EXTERIOR EXTERIOR + a111 •�sa0 seua
20 13 78.78 21 13 SHORT 6/ LONG '
SIDE 9� SIDE -
GLASS TYPE 6 GLASS TYPE 8 L
SSDET
A LYNN MILLER,P.E.
P.E.#68705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
`I EDGE OR FRAMING,SEE EMBEDMENT
DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, o
TYPE A 1/4"MAX SEE NOTE 2,THIS SHEET °
EMBEDMENT SHIM
TYP.DGEDIANCHOR STANCE ,EMBEDMENT AND EDGE PRODUCTREVISED .
EDGE DISTANCE PER SUBSTRATE, DISTANCE w eompl}iogavith dee Florida
EDGE 6 SEE TABLE 8,THIS SHEET Building Code C6-o6�1.14
DISTANCE Acocplaeoo No
�1/4"MAX 'vat mDate )�
1 SHIM 1 By
Mioai Dede P
4 TYP.ANCHOR TIDE,
EMBEDMENT AND EDGE .
DISTANCE PER SUBSTRATE,
11 SEE TABLE B.THIS SHEET
USED AT CURVED - 11 m'
29 FRAME MEMBERS ONLY EXTERIOR .•.
11-7/8"O.C.MAX. ,• .M 4
CONCRETEICMU '
PER ANCHOR VISIBLE LIGHT WIDTH= 6 z
REQUIREMENT WINDOW BUCK WIDTH-2-3/4.
WINDOW BUCK WIDTH CONCRETE/CMU y m
WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR j
EXTERIOR N 'naa
BUCK REQUIREMENT
� �
HEIGHT 1!4'MAX.SHIM HORIZONTAL SECTION A-A }n a a o0 OD
Cl) N
TIP-TO-TIP O m m W N
WINDOW #125TEEL rn o Z
HEIGHT VISIBLE SELF-DRILLING SMS
LIGHT (G5),SEE TABLE 8, TABLE 8: =W .N�-•IJi m LU ueo,0
HEIGHT= THIS SHEET Min.Edge Max O.C. U U X N O 0
WINDOW Anchor Substrate Distance Min.Embedment Spacbrg F.Z m O 00 Z) 0M0
BUCK P.T.Southern Pine(SG=0.55) 9118 1-/8• 12
HEIGHT- Aluminum 6053-T5 min. 3l8' 0.063"• 12' n 0 Z
2.314" INSTALLATION #12 or H74410 SS SCRW A36 Steel 3/8' 0.063" 12' Z Q.Z 0
METHOD D Steel Stud,Gr.33 min. 3I8' 0,045 18 Ge• 12" F- LL
INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9116, 1-318' 12' O
UNDERNEATH THE Aluminum,6083-T5 min. 3/8" MOW"• 12° Z �
#12 or R14 Steel Spew(G5) O
BEADING A36 Steel 318" 0.063"' 12, F
EXTERIOR N (= 7aavS
Steel Stud,Gr.33 min. 3/8' 0.045 18 Ge 12' ® Z q
Uncrouted CMU,(ASTM C-90) 2-1/2' 1-1/4' 12• '+ J fA
MIAMI-DADE APPROVED MULLION 1/4.410 SS Cretelclex Concrete(min.3.35 ksi) 1' 13/4' 12' O F Z
21 (SEE SEPERATE NOA),ALUMINUM,
Concrete(min.2.85 kel) 1' 1-3/4' 12' p rya aloaS
6 STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES, 1/4•St-I Ullracon Concrete(min.2.85 ksi) 2.112' 1-3/8' - 12' LL Z Z
TABLE B,THIS SHEET Un9routed CMU,(ASTM C-90) 2-1IT 1-1/4' 12° 0 � W N N
6 Grouted CMU,ASTM G90 2-1/2' 1314° 12' 0 CD n c0
�1/4"MAX SHIM Concrete(min.3.5 ksi) 1-1l4' 1-314' 12' W Z
5176"steel Ultreean 0 X LL a s
Grouted CMU ASTM G90 2-112' 1.314' 12' LL LL
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. agl 1-0 sages
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-IX-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-10.1X WOOD BUCKS ARE
INSTALLATION EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS=ARE 1-t/2'THICK OR GREATER. 6
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.
P.E.O 58705
rp
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE TYPE G TYPE F
DISTANCE NOTE 2,THIS SHEET EMBEDMENT
1X NOTE
2,THIS SHEETTRIP. ."
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION �-I SHI1/4'M
TYP.ANCHOR TYPE,EMBEDMENT AND
TYPE E O EMBEDMENT SHIM EDGE
EDGE DISTANCE PER SUBSTRATE, PR0DUt'1'REVISED
,�. B SEE TABLE 9,THIS SHEET DISTANCE oy complying With the Fhxide
EDGE Bmldn*Coda
DISTANCE. AcceptmceTdolra-Oro r4
i
�1/4'MAX 2 Explmdmr Date /�19
2q.SHIM By
Mi Dad,Product
4 TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE
11 DISTANCE PER SUBSTRATE, '
SEE TABLE 9,THIS SHEET EXTERIOR
USED AT CURVED m
EXTERIOR 29 FRAME MEMBERS ONLY •.. 4 1
(� @ 11-7/8'O.C.MAX' CONCRETEICMU Imo— VISIBLE LIGHT WIDTH- 6 u
v-' I WINDOW BUCK WIDTH-2�/4"
PER ANCHOR
REQUIREMENT r
WINDOW BUCK WIDTH
CONCRETE/CMU W C) Y m
WINDOW PER ANCHOR > a � 'aaa
BUCK HORIZONTAL SECTION C-C REQUIREMENT
HEIGHT 1/4"MAX.BRIM �-{ - >-
�- Q I
N n � a o0
O N o
#12 STEEL
SELF-DRILLING SMS W o
VISIBLE (G5),SEE TABLE 9, O LL CD-1 p Z a.a Q
LIGHT THIS SHEET TABLE9. Z W tL W W
HEIGHT= Anchor Substrate Min.Edge Min.Embedment Max O.C. U U X S2 C
WINDOW -- Distance Spacing W— 02 co 5 '4N
BUCK P.T.Southern Pine(SG=Q55) 9/16, 1-318" 1T F'U1 m O o OMO
HEIGHT- Aluminum, YTS min. 3!8' 0.063"• 12" o> (5 Y Z
2-3/4' INSTALLATION #12 cr#14 410 SS Screw A36 Steel 318, 0.063'• 12" o 0 rn O
TYPE H r z a z .
Steel Stud,Gr.33 min. 3/8" 0.045' 18 Gel 1T H Z LLO
P.T.Southern Pine(SG=0.55) 9116' 1318' 12" g O
EXTERIOR #12 or#14 Steel Screw(G5) Aluminum,6063-15 min. 3/8' 0.083'• 1T Q F- r
r-i A36 Steel 3/8' 0.083'• 12' F-. g
Steel Stud,Gr.33 min. 3/8' 0.045'(18 Gal• 12" ® z Q laeyg
MIAMI-DADE APPROVED MULLION 1/4"410 SS Crete flex Urgreuted CMU,(ASTM C•80) 2-VT 14M 1T — F-
�yCo
Concrete(min.3.35kel) 1' 13/4" 1T
F-
21 (SEE SEPERATE NOA),ALUMINUM, F O Z z
STEEL FRAMING OR STEEL STUD Concrete(min.2.85 kBI) 1' 1314" 12,
. O aloas
6 Concrate(Min.2.85 ke) 2-1/2' 1318" 12" < (7
SEE SUBSTRATE PROPERTIES, 114'Steel Ultrecon a z W
TABLE 9,THIS SHEET Ungreuted CMU,(ASTM CAO) 2-1/2' 1-1/4' 1T O J N N
Grouted CMU, ASTM C-90 2-112" 13/4' 12'
5 �1l4"MAX SHIM Concrete(min.3.5 ka) 1-1/4' 1314' 12" w O
5/16'Steel Ulbacon Grouted CMU, STM A. 2-1/T 13/4" 1T O X
' W a a MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
lL
1X WOOD BUCKSTRIP, a111osaO seuas
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"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".lX WOOD BUCKS ARE
TYPE F �— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2V ARE 1-1/2"THICK OR GREATER. �I
I
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING J
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 SUPPORTTO 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
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
DISTANCE 1/4'MAX
INSTALLATION DISTANCE SHIM EDGE DISTANCE y{
TYPE I PRODUCT REV)SED
O 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP I I 0�pl�with a.i,T�
OR FRAMING,SEE OR FRAMING,SEE U Bw7ding Cod.
NOTE 2,THIS SHEEP NOTE 2,THIS SHEET A�cepinoca No IG-0 Q�14-
pirariooD.re O
1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND By 1
SHIM EDGE DISTANCE PER SUBSTRATE, Miami
L2=
4 B SEE TABLE 10,THIS SHEET
EMBEDMENT
EENT
SED AT CURVEDEX1_ r�7
RAME MEMBERS ONLY
11-7/8"O.C.MAX. 0
a
11 EXTERIOR
ff M y r�
WINDOW I 4 11 �J a W •nay
BUCK VISIBLE LIGHT WIDTH= 5
HEIGHT III' WINDOW BUCK WIDTH-2-3/4" p O r
1l4'MAX SHIM �I 1�— tfJ o
WINDOW BUCK WIDTH O� � aN0 O
VISIBLE INSTALLATION HORIZONTAL SECTION E-E O LL N o Z „3 o
LIGHTN tL <G J Z
L.
HEIGHT= TYPE L U_U X d
WINDOW f_Z m O co O o
BUCK #10 STEEL o w Y
HEIGHT- SELF-DRILLING SMS n> O O ZO r
2-3/4' (G5),SEE TABLE 10. Z n.Z r
THIS SHEET D-
TABLE 10: g O
Min.Edge Max.O.O. Q .0
Anchor Substrate
Distance S cl
2-12"x.113'Box Nall P.T.Southem Pine SG=0.55 6/1G 6° to iaays
2-12"x.131'Common Nall P.T.Souther Pine SG=0.55 318" S ® Z O to
2-12"x.145"Roofing Nall P.T.Souther Pine SG=0.66 3/8" a, F
21 P.T.Souther Pine SG=0.55 12' 6' O Q Z
6 2X WOOD BUCKSTRIP EXTERIOR m
OR FRAMING,SEE #10 x 1'Steal Screw, 0.093'Aluminum,6063-TB min 5/16, 5° w Z Q
NOTE 2,THIS SHEET 1/16'A36 Steel 6/16" 5' O .�? I- N N
5 -1/4"MAX SHIM 0.045' 18 Gs)Steel Stud Gr.33 5116" 6" w p Z co
MIAMI-DADE APPROVED MULLION w
(SEE SEPERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O X Z a a
STEEL FRAMING OR STEEL STUD. LL LL
SEE SUBSTRATE PROPERTIES, apl asap saua5
INSTALLATION TABLE 10,THIS SHEET
TYPE J
EDGE DISTANCE -
_L INSTALLATION NOTES:
TYP.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 1-10.1X 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. ram- 6 O Ib
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 APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705
2X WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT
F DISTANCE NOTE 2,THIS SHEET
INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
FOR THIS INSTALLATION ANCHORS MAY BE NO
'METHOD ONLY, SHIM
MAX •MORE THAN 6'O,C. "
ANCHORS MAY BE NO EMBEDMENT
MORE THAN 6'O.C. O '1X WOOD E 2,THIS S SEE PRODUCT REVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET na camptyiag with die Florida
OR FRAMING,SEE 2,ttldmg(.ot"e qq
NOTE 2,THIS SHEET Aucoptanw NO�6• 1
tLxpiwtion Dare
�1l4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE, BY
SEE TABLE 11,THIS SHEET
Miam' Wd Prod�K
4 TYP.ANCHOR TYPE. B
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE-
11 SEE TABLE 11.THIS SHEET 3 a
USED AT CURVED EDGE _ m
EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE O EDGE a '
(d 11-7/6"O.C.MAX, DISTANCE
ONCRETE/CMU 11
PER ANCHOR CONCRETE/CMU W Y m
WINDOW REQUIREMENT 4 11 PER ANCHOR ❑ '^°X
BUCK Y'� VISIBLE LIGHT WIDTH- 5 Ix 0
1!4'MAX.SHIM
1�� REQUIREMENT
HEIGHT WINDOW BUCK WIDTH-2.3/4' p v � o
WINDOW BUCK WIDTH EXTERIOR }r atop O aND VISIBLE HORIZONTAL SECTION G-G o co N m o W 13 N
LIGHT INSTALLATION TYPE O Z U- ro W Bo ❑
HEIGHT= FOR THIS INSTALLATION 0(.) X o ❑
WINDOW METHOD ONLY, TABLE 11: Z O
BUCK ANCHORS MAY BE NO W m O ,� U' JM110
Anchor Substrate Min Edgs Min.Embedment Max'O.C. e> Y Z
HEIGHT- • MORE THAN 6"O.C. r O
Distance S eln p O � O `'-
23/4' P.T.Southern Pine SG=0.55 9/18" 1316" 6" �Z Da Z .� `-
#12 STEEL #12 u#14 410 SS Screw LL
Alurnin m 6063-TS min, 316' 0.063"•• 6" g O
SELF-DRILLING SMS Aud Steel 3/B' 5"0.(18• 6• rn
Steel Stud Gr.33 min. 3/6' 0.045" 18 Ga)' 6" Q
(GS),SEE TABLE 10, P.T.Southern Pine SG=0.55 9716' 1.31B" 6' '$ taays
THIS SHEET #12 or#14 Steel Screw(GS) Aluminum,6063-T5 min 3/6' 0.063"• 6' ® m Z O U
A36 Steel 3/6" 0.063"•_ 6" F-
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud Or.33 min. 3/B' 0.045. 18 Ga• 8' _ 00 Z
EMBEDMENT AND EDGE U touted CMU,ASTM C-90 2-1/Y 1-1/4' 12' S ❑
5 114'410 SS CreteFNx < al°°s
DISTANCE PER SUBSTRATE, Concrete(min.3.35 ksi) 1• 13/4' 12" a Z
SEE TABLE 11,THIS SHEET Concrete min.Z6,5 kaf 1' 13/4' 12' O � ~ N N
5 �1l4'MAX SHIM MIAMI-DADE APPROVED MULLION Concrete min.Z85 ksi 24/2' "is" 12" ❑ Z
(SEE SEPERATE NOA),ALUMINUM, 1/4'Steel Ultracon U muted CMU,ASTM C-90 2-112" 1-1/4' 12' v W
STEEL FRAMING OR STEEL STUD. LL z d d
Grouted CMU ASTM C-90 2-11Y 1314' 12'
SEE SUBSTRATE PROPERTIES, Concrete min.3.5 ksi 1-114" 1314' 17 apt °se0 sauas
TABLE 11,THIS SHEET 5/76'Steel Uilmton Grouted CMU ASTM C-90 2-1/2' 13/4' 1Y
INSTALLATION 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. "
TYPE N o SEE NOTE 2,THIS SHEET
INSTALLATION NOTES:
EMBEDMENT - ,
• a• .. c a 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. •''
• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.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. 6
—I EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
'I 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,RE
P.E.#58705
F,
PRODUCT REVISED
as c,,plying with the Florida
Building Code
Acceptanm N. -O 1
By
M' Oadc Product'
m°
m
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
s
07 Y m
> c�of � '^aa
ANGLED/CURVED kFR=AME
D/CURVED ❑
a O
FRAME ASSEMBLY ASSEMBLY }� ^ slop O m
90•CORNER 90°CORNER 0 04 W N
FRAME ASSEMBLY I I FRAME ASSEMBLY JO LL m J co LU A9
Z LD IL (D J "'G ❑
�1 �
WYAU2 X2 o1010E-Z Om 0 5 K GmaALL CORNERS TO ALL CORNERSO W `1 W _
USE GASKET I / USE GASKET 1 0 O O rn O C
AND/OR SEALANT i // AND/OR SEALANT 1 F- V LL
O
// ❑ O
EQUAL-LEG FRAME Z
/ I tq � 7aa45
FLANGE FRAME ® ' Z O
h1 m
EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I 'AND
R 00 0) Z
AND EXTERIOR FRAME WELDS I < ❑ K F--s
FLANGE FRAME (SHOWN)OR CORNER KEYS AT 6 (SHOWN)OR CORNER KEYS AT LL Z F-
OSCREW BOSSES.SEALANT AT ALL CORNERS a 30 JMIL SCREW BOSSES.SEALANT AT ALL CORNERS Q W NN
1FI�Il O n ao
W :�
?5 O as
LL m
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A LYNN MILLER,P.F-
P.E.#58705
s �
2.784' 2.784' 2.784"
TABLE 9: .094' wJ if .094" — 41-- .094" —-A I-+—
Ite
#m PGT Part# Description Material I .074' 062" .074• 062 .074" 062"
1 4253C Flanged Frame AIUm.6083-T5 1.375" 1.375"
2 4285 Equal-leg Frame Alum.8063-T5 1.875' .438• 500• .438" 500' 438" PRUDUCTRBVISGD
3 4256 Integral Fin Frame Alum.6083-T6 1.000'S00" .Oso" .050'� .050' Au,�mBcod<withdmPtor+da
-- -- a -- � ceNa t C)
4 4255 7/16'Lami.Glass Beading Alum.6083-TS 1.125" xp ptbn'Data ci
O FLANGE FRAME O EQUAL-LEG FRAME .07r
6 4254 I.G.Glass Beading Alum.6063-T5 1 2 �5 ,Psi
#4253C,6063-T5 #4285,6063-T5
6a 4270 Installation Fastener Cover Alum.8083 T5 B
FIN FRAME
6b 4224 Installation Fastener Cover Rigid PVC 3 #4256,6063-T5
10 70589C Gasket(at 90'comer joints) Polyethylene >
11 TP24718 Vinyl BulbWeetherstrip Flax PVC,Duro.65+/-1 �—� 1.206" r— ��{ �+— .346' m JR-05105116-ADDED THIS SHEET
13 Dow 899,GE 7700 Silicone or EquN. —�{ 1.037" l+— WITH SPACERS 8 MOVED PARTS.
20 71652K Setting Block,Mono.3116•x 7/16"x 4' Neoprene,Duro.85+/-1 .875' 875• VVII U
21 71704AK Setting Block,I.G.3M6•x 13/32"x 4• Neoprene,Dum.85+/-1 .050" .050I I a
29 #6 x 1-1l4"FH SMS Stainless Steel CO on
30 781PQX 48.V Quad PH SMS Stainless Steel 3116"&1/4" I.G.GLASS INSTALLATION j a "aa
O GLASS BEADING O BEADING 68 FASTENER COVER m O "-
CD
#4258,6063-T5 #4254,6063-T5 #4270,6063-T5 > r�". n ala0 O
N
N
O J C) C3 Z
Z LL N LL � J
V U X D d 0 a
ALUMINUM ul Z O 0D 7 CO 'opt
SILICONE HOT-MELT BUM REINFORCEMENT POLYISO- DESICCANT FILL AREA (D> m Y O W exo
STRUCTURAL BUTYLENE 5/16"NOM. Z 0:Z rn O z '-
SILICONE 5/16"NOM. SEAL H O LL
STRUCTURAL FOAM 3/16"NOM. SILICONE SEAL U O
114"NOM. BUM 8
POLYISOBUTYLEN WITH � ROLL-FORMED � �
WITH DESICCANT DESICCANT z
DESICCANT' FOAM STAINLESS STEEL Q
f- Q
EXT.GLASS IXr.GLASS FACT.GLASS ® w Z U laays
EXT.GLASS � O Fm-
j O j Z
INT.GLASS INT.GLASS INT.GLASS a Z tFr awas
INT.GLASS 0 ?i W N CC4
K nc,
7s KODISPACE 78 SUPER 77 DURASEALO 7e XL EDGE' ; ii as
4SG TPS 0 SPACER@ NXT7M SPACER SPACER 1L 00
ant '�sa0 saua5
TABLE 10:
Part# Description Material `
75 Kommeding 4SG TPS Spacer System `6
th
is
76 Quanex Super Spacer nxT with Hot Melt Butyl See t h1
Sheet for
77 Quanex Duraseal Spacer
Materials
78 Cardinal T Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 A.LYNN MILLER,P.E.
P.E.#5B705