HomeMy WebLinkAboutNotice of Acceptance File Copy
MIAMI-DADS MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHD
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
MIAMMADE COUNTY Expiration Date: February 19,2019
-7 J�q jl& Approval Date: August 04,2016
( Page 1
4
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 05105116, 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,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL
Edge m 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 tinder NOA No. 03-1105.01)
Man el Pe ez,P.E.
Product Co trol Vaininer
NOA . 6-0629.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. I5-0528.26)
_ 2. Glazing complies with ASTM E1300-09
T
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 WMite) 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-51h 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 Exat9.14
iner
NOA No.
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-3
STANDARDS USED:
GENERAL NOTES:SERIES 720/820 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT FIXED WINDOW -ASTM E1300-09
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE&SMALL
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO •ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA •AISIS100-07/S2-2010
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH -
HURRICANE ZONE(HVHZ). 47"BUCK WIDTH 48"BUCK WIDTH 48'BUCK WIDTH
2 SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-114"VISIBLE _ 45-114"VISIBLE 45-1/4•VISIBLE
LIGHT WIDTH PRODUCT REVISED
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH a.ildi sYin8wi817JM1a Fir/iAa
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD -� 6"MAX. -� 6"MAX. F,SHEET 9 2"MAX BuildingCade E. _
LITE(CAP)MUST TEMPERED. B,SHEET6 -D,SHEET7 HSHEETS A-pt� No lei.+ Z9,r¢{q
3 FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, B
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I Miumi ho4xt
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY q I C E,SHEET 8 I E,SHEET 8
A
UNITS AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE. SHEETS SHEET6 BUCK SH ET7 SHEET7 G,SHEETS G. HEET9 a
96"
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE HEIGHT _I BUCK I m
CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE f yI r HEIGHT T JR-OSlOS/16-ADDED SHEET 11
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1/4' -7— I 93-1/4" WITH SPACERS&MOVED PARTS.
WOOD BUCKS DEPICTED AS 2XARE 1-1/2"THICK OR 12"MAX. / VISIBLE 12'MAX. / 93-114" / VISIBLE o
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. / LIGHT O.C. / VISIBLE 5"MAX / LIGHT a
DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT
STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS / 96" I / HEIGHT / 96"
_ BUCK � Y m
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO - HEIGHT C4
ARCHITECT OF RECORD,(AOR). I TIP I .-
HEIGHT _ p v 0 o
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I I }r er alup O N
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 It O r' n
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 -L I i- L 0 c•7 W N
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION - p1 O 17
ANCHORS SHOULD BE SEALED.OVERALL Z lJi LL Z u.�o Q p
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6'• ,SHEET 8
6" e---{ (--- 1 r MAx.o.c. D--I I-- 1 z°MAX.MAx D.C.oc w w
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEET 6 MAX. SHEET 7 2"MAX. H,SHEET 9 U U X o
THE SCOPE OF THESE INSTRUCTIONS. 5"MAX.O,C. w Z O 2 v OoN
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION > o O -- Z Z ��a
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) p z d rn O Q
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING v F- j LL
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE O
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: J w
THEM BY THE WINDOW. 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE 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 2-5. m cn -a 7aaV5
7)DESIGN PRESSURES: GENERAL NOTES........................1 ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12"O,C.MAX.FOR ALL CURVED FRAME ® rn Z
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. Ham.,W
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O O Z
E1300. DESIGN PRESSURES..................2-5 12"O.C. (.----WIDTH WIDTH WIDTH--I F WIDTH -�-{ ¢ O Z alo.as
-
B.POSITIVE DESIGN LOADS BASED ON WATERTEST INSTALLATION,FLANGE.............6 MAX. / r--- -� '[� -T r -1 r- --I u_ Z J
PRESSURE,STRUCTURAU CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 / / I = I I I O n 04
ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A..........8 cc
INSTALLATION,INT.FIN B...........9 - / w I w �d/ w w O X w
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNERASSEMBLY...................10 6' x I = I = I I x I I LL O
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................l l MAX y
TO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS PARTS LIST.......... 1 _.. 1 L_ J 1 L- -J epe! osa0 seuag
.........................11
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: I— WIDTH =1 I-•-WIDTH-�I -�-WIDTH-�{ �-WIDTH \t
T T IVY
T r3- --,
�` pti Y L Y'THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS T9pa DescriptionSeel SHALL MEET THE REQUIREMENTS OF THE FLORIDA p 1 7l16'Leml -.09D"PVB-3116'HS) 2BUILDING CODE FOR CORROSION RESISTANCE. w �" '" M311fi"An 2 7/16-La9)REFERENCES:TEST REPORTS FTL-3935.3850&7212; 3 1-1/16"LamL IG 3116'T-7116'Air-3116'An-.090"PVB-3I16°HS 3 1 L
ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA q 1-1/16"Lamm.IG 3/18'T-7116'Air-3116"HS-.090'PVB-3116'HS 3
NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN WIDTH I--WIDTH{ F—' -� +{ WIDTH
MANUAL.
5 7116'Lam!3116'An-.090"SG-3I16"An 4 [--WIDTH All 7/16'Laml 3/16"HS-.090°SG-3116"HS 7 1-1116'Lami.IG 3116"T-7116"Air-3116An-.090•SG-3/16'An10)THE 720 SERIES USES A PVB INTERLAYER,THE B20 xx AB 1-1116'Lami.Ka 3H6°T-7116"Air-3/18'HS-.090'SG-3116'HS 5 O L0O ;� 'ALSERIES UBES AN SG INTERLAYER.THE 720 AND 020 SERIES I b/ Y/MAY ALSO BE REFERRED AS THE 701 SERIES. "SG'="KURARAY SENTRYGLASINTERLAYER'BY KURARAY AMERICA,INC. _ = I % xx1 I'PVB"="KURARAYBUTACITePVBINTERLAYER"BYKURARAYAMERICA,INC. L
1 A LYNN MILLER,P.E.
P.E.0 58705
TABLE 2:
Window Design Pressure(+F,psf)for Glass Type 1
Long Side(in) 7/16"LAMINATED
67-718 72 76 80 84 88 92 1 96 100 104 100-1/2 GLASS STACK
30 +1-1 +I-80 +1-80 +1$0 +/$0 +/$0 +f-80 +1-80 +l$0 +f$0 +/$0
32 +I$0 +l$0 +1$0 +1-80 +l$0 +l$0 +1-80 +/$0 +/$0 +1$O +1-80 .090"PVB INTERLAYER
34 +f$0 +!$0 +/-80 +1-80 +/$0 +1$0 +/-80 +1-80 +1-80 +1-79.8 +l-79.4
36 +I$0 +1$0 +l$0 +1-80 +/$0 +1-80 +1-79.7 +1-77.2 +1-75.1 +/-73.4 a/-72.23/16"HEAT STRENGTHENED GLASS
38 +1$0 +l$0 +l$0 H-80 +!$0 +l_78.1 +/-75.2 +/-725 +1-70.3 +/$8.5 H-66.3 3l18"ANNEA4G-.. * PRODUCT REViSP.D
as-plyins with dw Florida
40 +1-80 +l$0 +1-80 +1-798 +1-77.2 +1-74.3 +1.71.3 +f$7.9 +165.1 +163.4 +1-61.6 dI - Roilding Code ,`
42 +1-80 +1-80 +l$0 +1-77.4 +1.74.3 +1-71.3 +1-68.2 +/-64.7 +161.6 +159.8 +1-58.2 E54
+I$0 +/$0 +1-78.9 +1-75.4 +1-72.1 +1$8.9 ♦1$5.6 +/di22 +159.7 +1-57.5 USED AT CURVED+l$0 +/-80 +1-77.2 +I-73.6 +/•70.1 +1$fi8 +1-63.5 +l60.3 +157.7 FRAME MEMBERS ONLY 2g5/8"+I$0 */-79.3 +1-75.6 rl-71.9 +168.3 +1.64.9 +l$1.5 +/-582 aQ 11.7/8'O.C.MAX. GLASS BITELONG SIDE+f$0 +/-77.5 +1.74.1 +1-70.3 +1-66.7 +1-631 +/-59.7 13T (am+/-79.1 +l•75.6 +1-724 +1-68.8 +1.65.1 +1.61.5 r1D *1-77.4 +l•73.8 +/-70.5 +Ib7.3 +1$3.5 SHORT+1-75.6 +1-72 +l68.8 *I-65.3 EXT R20 13
+I-74.2 +1-70.3 +f66.8+/-727 +1-68.7 +1-65+/a1.2 +1$7.1 1 GLASS TYPE 1
64 1 +1$9.7 1
+/-65.5 '
�- LONG SIDE
66 +1-%3 -►{
67-718 +167
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 i"' > a W gab
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑
}n n a op O W
0 N CAD
TABLE DIMENSIONS MAY BE J chi m W � N
ORIENTED VERTICALLY OR O� N,� Oo Z Te
HORIZONTALLY AS SHOWN. Z LL on W 0 ::i ""1OJo O
=LLI r
W
UU X9 o ❑
TABLE 3: 1--W m O U' .9M0
Window Design Pressure 1+1-,psf)for Glass Type 3 0 0 m O
Long Side(In) •-Z a Z •� I-- W LL
67-7/8 72 1 76 80 1 84 88 92 96 100 104 109-1/2 1-1116"NOM. Q ,J O
GLASS STACK 7/16'GLASS
STACKED J OD N
30 +I$0 +l$0 +1-80 +f$0 +1$0 +I-80 +/-BD +l$0 +1-80 +1$0 *1$0 GLASS STACK J Q
32 +1$0 +I$0 +1-80 +1-80 -1-80 +1-80 +f$0 +1$0 +I-80 +1$0 +1$0 1-- H
34 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 +f-80 +1-80 +!$0 STR HEAT SHORT `� W /aays
36 +/$0 +/-80 +1-80 +1-80 +1-80 +1-80 al-BO +1$0 +1-80 +1-80 -1-803/16"TEMPERED GLASS STRENGTHENED GLASS SIDE ® a Z IY
❑ O
38 +/$0 +1.80 +1$0 +I-BO +/$0 +1.80 +f-BO +/$0 +1-79.4 +/-76.4 +1-74.3 -3/16°ANNEALED GLASS 3j 0) F
40 +l$0 +1-80 +1-80 +/_BO +1-80 +1-80 +/-80 +1.76.7 +1-73.5 +/-70.9 +169 7!1 fi"AIR SPACE O O Z
.090"PVB W
42 +1-80 +1.80 +1-80 +/.80 +1$0 +f.80 +1-77 +/-73.1 +169.6 +/.66.9 +1$5.2 INTERLAYER ¢ ❑ alo>S
44 */$0 +I-80 +/$D +1-60 +1-80 +1-77.8 +1-74.1 +1-70.3 +167.5 +/-63.9 11 O Z a 00
'E 46 +1$0 1 +1-80 +1$0 +1$0 +1.79.2 +1-75.4 +/-71.7 +1.681 +1-65.1 5 _1i LONG 1= Z C'4�
48 +/$0 +f$D +1.80 +l-BO +1-77.2 +1-73.3 +/-69.5 +165.8 USEDATCURVED SIDE w m 50 +l0 +I0 +180 +1-794 +1-75.3 +1-71.-3 +1$7.5 FRAME MEMBERS ONaL 29 518 O WX W
Q11-78 O.C-MA GLASS BITE
a
52 -1-80 +1.80 +1$0 +1-77.7 +1-73.5 +/-695 � ❑ D-
N 54 +1-80 +1$0 +1-79.6 +1-76 +/-71.8 1-3 -0 auag
56 +1-80 +1-80 +I-T7.5 +1-73.8
58 +1$0 +I-79.4 +I.75-4 EXTERIOR
60 +l$0 +1.77.6 +/-73.5 75.78
21 13
SHORT
62 +1-80 +1.75.8
SIDE
64 +I-78.B +1-74
66 +la7z GLASS TYPE 3 .
fi7-71B +I-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.#58705
TABLE 4:
Window Design Pressure(+/-,psQ for Glass Types 2&4
Long Side(in)
67-7/8 72 76 80 84 88 92 96 100 104 109-1/2 1 112 116 120 124 128 132 138 140 144
30 +I-80 +1-80 +1-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1-80 +/-60 +1-80 +/-80 +1-80 +IUD +I.80
32 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +fAO +1-80 +1-80 +1-80 +/-60 +/-80 +1.80
34 +1-80 +1.80 +1.80 +/.80 +1-80 +/-80 +/-80 +/-80 +/.80 +1-80 +/-80 +1-80 +1-80 +l-so +/-80 +1-80 +1-80 PRODUCT REV)SED
36 +1-80 +1$0 +I.80 +1-80 +1-80 +/-80 +1-80 +1.80 +/-80 +1.80 +/-80 +/-80 +1-80 +1-80 +1.80 +/-80 a c0m0yin8 mth de Florida
38 +1-80 +1-80 +/-80 +1-80 +1.80 +/-80 +1-80 +1-80 +1.80 +1-80 +/-80 +1-80 +1.80 +1-80 Building Code
40 +/-80 +1.80 +1.80 +1-80 +1-80 +/-80 +1-80 +1.80 +/-80 +/-80 +1-80 +1-80Acecpl Y,b d"
42 +1-80 +1-80 +1.80 +/-80 +1-80 +1-60 +1-80 +1-80 +/-80 +1.80 +1-80 piwlbn
44 +1-80 +1-80 +1.80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 1 By
46 +/-80 +1-80 +1-80 +I-80 +/-80 1 +1.80 +1-80 +f-80 +1-80 1yl ami ?F<}sj .7n:t&nrtNl
12 48 +/-80 +1.80 +1.80 +1-80 +1-80 +/-80 +1.80 +1.80
Y
50 +1.80 +140 +1.80 +1-80 +1-80 +1.80 +1-80
p sz +r-eo +1-60 :1-60 +1-60 +1-60 ./-79.1
54 +1-80 +1-80 +1.80 +/.80 +/-78.6
56 +1-80 +1.80 +1-80 +/-79.1
58 +1_80 +1-80 +/-80
60 +1-80 +l-00 +/-79.3 u
62 +1-60 +1.80 '
64 +1-80 +1-80
66 +1-80
67-718 +ISO W ca
Y m
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. }n a, a�0 U) N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 04
O T N 1n O
J W N
-J O O Z 9 Ir
Z W yNi LL. cOo J umoi0 p
W
U L) X D d ❑
W Z O 2 oo ❑ 'eN
1-1116'NOM. TABLE DIMENSIONS MAYBE ~o Lu In O `� C7 OlnO
GLASS STACK ORIENTED VERTICALLY OR 1` O O 0) Z N
7/t6•LAMINATED 7116•LAMINATED O Z d Z O OED
GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. ¢ J LL
O
3f16"HEAT STRENGTHENED GLASS LONG J Q m
-.090"PVB INTERLAYER 3/16"TEMPERED GLASS SIDE J
3/16"HEAT 3/16"HEAT STRENGTHENED GLASS �- LONG SIDE
3/16'HEAT STRENGTHENED GLASS-_* STRENGTHENED GLASS 7I16'AIRSPACE .090'PVB INTERLAYER T ® `8i z W 1aa4S
! m Z �
4 11 SHORT O U) �
11 5 SIDE to Z
USED AT CURVED - SHORT I-- a Z w e/oas
FRAME MEMBERS ONLY USED ERRS ONLY
�l I,
29 5l8" FRAME MEMBERS ONLY 29 Sl8' � SIDE O O_ 00
@ 11-718'O.C.MAX. GLASS BITE @ 11-7/8'O.C.MAX GLASS SUE Z N N
¢ ❑ (U r-w
1-3 1-3 cwi 1L r5 3
EXTERIOR
EXTERIOR LONG SIDE 0 a a
20 13 a 7s 78 21 13 aAu 'assd sauas
GLASS TYPE 2 GLASS TYPE 4 SHORT �/ LONG
SIDE SIDE
L
SHORT IA• \\ .
SIDE
A.LYNN MILLER,P.E.
P.E.058705
TABLE 5:
Window Design Pressure(+/-,psf)for Glass Type 5
Long Side(in) 7l16"LAMINATED
67.718 1 72 1 76 80 84 88 92 96 100 104 109-112 GLASS STACK
30 +901-125.4 +901-120 +901-115.5 +90'-111.5 +901-108.5 +901-106 +901-1045 +90/-103.5 +901-1025 +901-100.7 +90'-97.9
32 +901-116.9 +90-110.8 +901-105.3 +9N-101.6 +90/-9&7 +90/-95.7 +901-92.3 +901-90.6 +901-90.3 +I-89.9 +1-89 .090"SG INTERLAYER
34 +gp1-108.9 +901-103 +g01-98.8 +90'-95.1 +90/-91,8 +/-8&2 +1-84.4 +1-81.5 +/A0.1 +1-79.8 +/-79.4 -3/16'ANNFJ4LE0 GLASS
36 +901-102.6 +9W-97.1 +90l-926 +1-88.9 +1.85.5 +/-826 +1.79.7 +1-77.2 +1.75.1 +1-73.4 +/-72.2 3/16-ANNEALED GLASS
38 +901-98.4 +90'-92.2 +1-86.7 +1-83.2 +/-80.7 +1-78.1 *1-75.2 +1-725 +1.70.3 +1-68.5 +/436.3 PRODUCTRBVISED
qp +901-94.6 +/-88.2 +1.82.6 +1-79.8 +/-77.2 +/-74.3 +1-71.3 +/-67.9 +1.65.1 +1.63.4 +/-61.6 4 11 m complying with the Florida
42 +901-91.3 +1-84.7 +1.80.7 +1-77.4 +1-74.3 +1-71.3 +/.68.2 +1-64.7 +l61.6 +1.59.8 +1-58.2 Building Code
USED AT CURVED
44 +1-8&3 +/432.4 +1-78.9 +1-75.4 -1-72.1 +1.88.9 +/-65.6 +1-622 +I59.7 +Ib7.5 FRAME MEMBERS ONLY 29 518, -
46 +/-85.4 +/.8D.8 +1-77.2 +1.73.8 +/-70.1 +1.668 +1.63.5 +/-60.3 +r57.7 @ 11-7/8'O.C.MAX. GLASS BITE
v_ 48 +f-827 *I-79.3 +1-75.8 +1-71.9 +1-68.3 +1.64.9 +1-61.5 +158.2 �- LONG SIDE DY
to 50 +1-8D.9 +1-77.5 +1-74.1 +l-70.3 +1.66.7 +IS&l +1-59.7 1-3 f �1�' t+4iamf de f'rod�xf
c - ! U
p 52 +1-79.1 +I-75.8 +1-72.4 +l-68.8 +1.65.1 +/-61.5
54 +/-T7.4 +1-73.8 +l-70.5 +1-67.3 +1-63.5 EXTERIOR SHORT
56 +1-75.8N-/40.3
ft+1-68.6 -;-65.3 20 13 SIDE58 +1-74.2 60 +1-7Z7 GLASS TYPE 5
62 +1-71.2 64 ZI-6 >
86 +l4i&3 � LONG SIDE
67-718 +1-67
NOTES: r Y m
SHORT W
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. CO
•nay
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE i of
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p a 0 0
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. N 73 O C4
TABLE DIMENSIONS MAY BE OJ c� LU N
ORIENTED VERTICALLY OR O_j N Oo Z AG n
HORIZONTALLY AS SHOWN. Z to IL to W wxo,0
OZ.) X�2 d 0
TABLE 6: H'Z m 0 Dma
Window Design Pressure(+/,psf)for Glass Type 7 > p YO o T
Long Side(in) O Z Q.Z 00
67-7/8 72 76 80 84 88 92 96 100 104 109-112 1-1/16"NOM. ~ LL
30 +9W-130 +901-130 +901-130 +901-126 +90l-1226 +901-119.8 +90!-1181 +901-117 +90'-1158 +901-1127 +W-109.9 GLASS STACK Q O
32 +901-130 +9G-1251 +901-118.9 +901-114.8 +901-111.5 +901-108.1 +901-104.3 +901-102.4 +901-102 +901-101.4 +M-99.7 � GLASS
LAMINATED J
34 +90/-123.1 +9ry-116A -901-111.7 +90'-107.5 +901-103.8 +901-99.7 +901-95.3 +g01-92.1 +901-90.5 +1-90 +1.89.6 GLASS STACK I _ ca I-
3/16-ANNEALED GLASS -►I SHORT f ® H z UJ 7aa45
36 +901-116 +90/-109.8 +901-104.8 +901-100.5 +901-966 +901-93.3 +/-90 +f4i73 +184.9 +1-82.3 +1-81.2 3/16'TEMPERED GLASS • SIDE f m Z 2
38 +90/-111.2 +9ry-104.2 +901-97.9 +901-94 +901-91.1 +1-882 +1-84.9 +1-81.9 +1-79.4 +/-76.4 +1-74.3 3116'ANNEALED GLASS a � H
40 +901-106.9 +90'-99.6 +901-934 +901-90.1 +1-87.2 +1-84 +1-80.5 +1-767 +1-73.5 +1-70.9 +f$9 7116'AIR SPACE _ 0 In Z
42 +9D/-103.2 +90'-95.7 +9D1-91.2 +1-87.4 +1-84 +I-80.6 +1-77 +1-73.1 +1-69.6 +1-66.9 +1-65.2 �.090'SG INTERLAYER O 111
O aloa5
44 +901-99.7 +90'-93.1 +1-89.1 +/-&5.2 +1-81.4 +1-77.8 +1-74.1 +l-70.3 +1.67.5 +1.63.9 11 a Z
46 +90!-96.5 1 +91Y.91.3 +1477-2 +/-83.2 +1.79.2 +1-754 +/-71 7 +/-88.1 +/.65.1 O d O O
0 48 +90!-93.5 +159.6 +1-85.4 +1-81.2 +1-77.2 +1-73.3 +/-69.5 +I-65.8 5 LONG Fa,• n
N 50 +901.91.4 +1.87-6 +1-83.7 +1-79.4 +1-75.3 +1.71.3 +/-67.5 USED AT CURVEDT�uFRAME MEMBERS ONLY 29 518" SIDE U W � 55
E 52 +l-894 +1435.5 r1-81.8 +1-77.7 +I-73.5 +159.5 GLASS BITE X W a a
Ul 54 +1-87.5 +/-83.4 +1-79.6 +/-76 +1-71.8 @ 11-7/8'O.C.MAX. p
56 +1.85.6 +1.81.4 +1-77.5 +1-73.8 1-3 fl1 'asap sava5
58 +1-63.8 +I-79.4 +I.75.4
60 +14321 -1.77.6 +1-73.5 EXTERIOR -
62 +1.80.4 +1-75.8 Isae 21 13 I SHORT
64 +1-78.8Imo-
66 +1-77.2 GLASS TYPE 7
67.7/8 +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. I 1 t f V
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. G.
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(+�.,psf)for Glass Types,6&8
Long Side(in)
67-7/8 72 76 BO 84 1 88 92 96 1 100 104 109-112 112 1 116 120 1 124 128 132 136 140 144
30 +90f.130 +901-130 +901-130 +90/-130 +90f-130 +901-130 +90/-130 +90f-130 +901-130 +901-130 +001-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 .901-130 +901-130 -
32 +90f.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 .901-130 +90/-130 +90/-130 +901-130 .901-130 +901-130 +g0l-130 +901.130 +901-130 +90f-130 +901-130 +901-130
34 *901.130 +901-130 +901-130 +901-133 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90030 +901-13D +901-130 +901-130 +901-130 +901-130 PRODUCT REVISED
36 +9(V-130 +901-130 +9D1-130 +90/-130 +901.130 +901-130 +901-130 -901-130 +901.130 +901-130 +90/-130 +901-130 +901-130 +901.130 +901-130 +901-130 nr complying with die Florid.
38 +901-130 +90)-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +9D1.129.2 +9DI.127.3 Building Cade
40 4:0/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901.130 +90'.126.8 +901-123.2 +901-122 A.Ptn-C
/ 1Q
42 +90/-130 +901-130 +90.t-130 +901-130 +901-130 +901-130 +901-130 +90'-129.3 +90'-123.2 +90'-119.7 +901-116.4 •�-ll
44 +90/-130 +901-130 +90/-13D +901-130 +901-130 -901-130 +901-130 +W.124.5 +90'-119.4 +901-11 Dd Pr I"
5 G�,
'E 46 +901-130 +901-130 +901-130 +901-130 +901-130 +90/.130 +96d-126.9 +901-120.5 +901415.3 ae C
48 +90/-130 +90f-130 +901A30 +90/-13D +901-130 +9U.129.7 +90/-123 I-W-116.5
to 50 +90/-13D +901.130 +901-130 +90/-13D +901-130 +90'-126.2+89.41-119.
Y
� 52 +90/-130 +901-130 +901-130 +90/-130 +901-130 +88.BI-123
N 54 +901-130 +90/-130 +901-130 +901-13D +88.81-127.1
66 +9D1-130 +901-130 +90/-130 +69.41-129 °1
58 +901-130 +901-130 +901-130
60 +90f-130 +901-130 +89.61429.
62 +901-130 +901-130
E8664 +901-130 +901-130
+901-130
67-718 1 +901-130LU
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. } V a o0 CO)O N
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
cc co
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 00 c"! W N
OJ !T J Op Z 'fg ~
Z LL L.u- 0 J u 10 ❑
= W
UU XD o ❑
W Z O 2 co 5 _nN
TABLE DIMENSIONS MAY BE o LU m Y U Ono
_ ORIENTED VERTICALLY OR p R O ZO v r
1-1/16"NOM. HORIZONTALLY AS SHOWN. .-Z LL Z `" H W LL
7/16"LAMINATED GLASS STACK I 711fi"LAMINATED LONG g --t O
GLASS STACK —I - I4-~ GLASS STACK SIDE Q F
3116"HEAT STRENGTHENED GLASS LONG SIDE F
.090"SG INTERLAYER 3116"TEMPERED GLASS / ® a+ to W laavg
3/16•HEAT 3116"HEAT STRENGTHENED GLASS Z W
STRENGTHENED GLASS 7/1*ACE "SG INTERLAYER SHORT Z
3/16"HEAT STRENGTHENED GLASS F O
LLJ
4 11 I SI+DE SHORT I Z W
_ .J—. -+{ SIDE f USED AT CURVED O Z cD NFRAME MEMBERS ONLY 29 5/8" USED AT CURVED " K OFRAME MEMBERS ONLY 1'T'11.7/8"O.C.MAX. GLASS BRE @BITE X W d d11-7/6"O.C.MAX. O1-3- F~ LONG SIDE �I LLEXTERIOR EXTER2p 13 SHORT ,G/ LONG
SIDE q/ SIDE ,
GLASS TYPE 6 GLASS TYPE 8 L
SS DET - s
A.LYNN MILLER,P.E.
P.E.#58705
2X WOOD BUCKSTRIP
_ EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT
'll DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP,_
SEE NOTE 2,THIS SHEET
TYPE A �( 1!a"MAY,
EMBEDMENT SHIM
• n TYP.ANCHOR TYPE,EMBEDMENTAND EDGE PRODUCTREVISED
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 8,THIS SHEET DISTANCE ac complying
plying with the Finrida
EDGE 6 A—',eneeNo ICo-OroZ�1.14
�114"MAX DISTANCE ° irai I3xtc �{�
1 SHIM 1
ay
4 TYP.ANCHOR TYPE, Nfimn De&Product C nM
I i
EMBEDMENT AND EDGE _ °
11 DISTANCE PER SUBSTRATE,
SEE TABLE 8,THIS SHEET a
USED AT CURVED 11 m
29 FRAME MEMBERS ONLY EXTERIOR
11.7/8^O.C.MAX. •+ 4 11 ,
CONCRETE/CMU >
PER ANCHOR VISIBLE LIGHT WIDTH= 5 c,
REQUIREMENT WINDOW BUCK WIDTH-2-3/4'
WINDOW BUCK WIDTH CONCRETE/CMU e'1 Y m
WINDOW EXTERIOR �— TIP-TO-TIP WINDOW WIDTH PER ANCHOR w a fA nab
BUCK REQUIREMENT a: .-
HEIGHT Ira"MAX.SHIM �{ HORIZONTAL SECTION A-A }n a o0 o N
TIP-TO-TIP I O o7 N (O o
CN
WINDOW #12 STEEL rn O Z 6
HEIGHT VISIBLE SELF-DRILLING SMS Z lL �lJ C) Z uMmp p
LIGHT (G5),SEE TABLE 8, TABLE 8: =LL W cL
HEIGHT= THIS SHEET Min.Edge Max O.C. O U X D O
WINDOW ` Anchor Substrate Distance Min.Embedment
Spacing W Z O 0 15 'oN
BUCK P.T.Southern Pine(SG=0.55) 9/18' 131W 12 o U,I mSouthern JMO
HEIGHT- Aluminum,6063-T5 min. ala, 0.063"• 12' n> Q O ZO
INSTALLATION #1z or#1a a10 ss screw o
2-3/4" -- A36 Steel 3/8' 0.063'• 12" Z d Z
METHOD D Steel Stud,Gr.33 min 3/8' 0.045(18 Gel' 12" LLO
INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9/18' 1318^ 12' tD
#12 or 014 Steel Screw(GS)
UNDERNEATH THE Aluminum,6063-T5 min. 3/8" 0.063"• IV J Z
Q BEADING � A36 Steel 318' 0.089"' 12' H
EXTERIOR O
o+ z F. 1a34S
17-714, Steel Stud,Gr.33 min. 3/8' 0.045" 18 Ga 12' ® B Z
1/4'410 SS CreleFlex Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" 12' `+ J
MIAMI-DADE APPROVED MULLION Concrete(min.3.35 ksl) 1' 1-3/4" 12" Q Z
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.2.85 ksl) 1' O
13/4° 12' ~
---- 6 STEEL FRAMING OR STEEL STUD. Concrete(role.2.85 ksl) 2-1/2' 1318• 12" LL Z z aloa5
SEE SUBSTRATE PROPERTIES, 114°Steel Ultmcon Ungreuted CMU,(ASTM C80) 2-112" 1-1/4' 12' O z W N N
TABLE B,THIS SHEET Grouted CMU, ASTM C-90 2-1/2" 1314• 12' 0 r--
w
(6/1-� �1/4"MAX SHIM
Sltti Steel Ultreeon Concrete(min.3.5 ksl) 1-114' 1-3/4' 12'
Grouted CMU,ASTM C-90) 2-1/2" 13/4' 12' O X g d d
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL
1X WOOD BUCKSTRIP,
T ag!1 '�sa0 sauas
}
I 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"1 X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2°.1X WOOD BUCKS ARE - !2�.�,�.�. -
INSTALLATION �— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X•ARE 1-1/2"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
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 NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE
TYPE G .TYPE F
DISTANCE NOTE 2,THIS SHEET EMBEDMENT
1X N
OTE
S SHEET
9�3"
EMBEDMENT SEE INSTALLATION I { 114'MAXTYPE E EMBEDMENT t— —_I I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
I EDGE DISTANCE PER SUBSTRATE, EDGE R201KJCT REVISED
SEE TABLE 9,THIS SHEETDISTANCE
EDGE 8 BuildwngnCoG With:hc Fhxida
DISTANCE A...m.,No lrz"CG G].I,..
ExytmtimDate_E114'MAX2 SHIM By
INlia cPub, on I
4 TYP.ANCHORTYPE, °EMBEDMENT AND EDGEDISTANCE PER SUBSTRATE,
SEE TABLE 9,THIS SHEET F�(TERIORUSED AT CURVEDEXTERIOR 29 FRAME MEMBERS ONLY11-7/B'O.C.MAX' CONCRETE/CMU VISIBLE LIGHT WIDTH-WINDOW BUCK WIDTH-2-3/4'
PERANCHOR
REQUIREMENT f WINDOWBUCKWIDTHp
CONCRETEICMU LU Y m
WINDOW PER ANCHOR > a CO '=aB
BUCK HORIZONTAL SECTION C-C REQUIREMENT r'
HEIGHT 1!4'MAX.SHIM 0a
n a o0 p
#12 STEEL U v N.c� Cl) , o
SELF-DRILLING SMS J
VISIBLE (GS),SEE TABLE 9, O N U p z e ti
LIGHT THIS SHEET TABLE 9: z tL r0 W UA1OJ0 O
HEIGHT= Min.Edge Max O.C. =W qj W
Anchor Substrate Min.Embedment O O X— o p
WINDOW Dist Min. Spacing W Z p M w .oN
BUCK P.T.Southern Pine(S =0.5) 9116, 1-3/8° 12' ~o I I I m Y 5 Dma
Aluminum 6063-T5 min. 318" 0.063' 12° 5
HEIGHT- #12or#144105SScrew r D O v z
2-314• INSTALLATION __ _ A36s1eai 3!6• O.M.' 1z• F z a z O1 0
TYPE H Steel Stud,Gr.33 min. 3/8• 0.045"(18 Ga)• 12" F- Z U-
P.T.Southern Pine(SG=0.55) 9/16• 1-3/ir 12• g O
Aluminum,6063-T5 min. 3/8' 0.(".. 12•EXTERIOR #12 or#14 Steel Screw(G5) Q Q
A38 Steel 3/8' 0.083'• 12' � J
Steel Stud,Gr.33 min. 3/8, 0.045'(18 Gal' 1Y ® ' U) _j la°1IS
Ungtouled CMU,(ASTM C90) 2.112* 1-1/4• 12, o' Z Q
MIAMI-DADE APPROVED MULLION 1/4"410 SS CreleFlex H
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksp 1' 1-3/4" 12• F O Z
B STEEL FRAMING OR STEEL STUD.
Concrete(min.2.85 ksl 1" 1-3f4• 12' z
SEE SUBSTRATE PROPERTIES, Concrete(min.2.85 ksi) 2-11Y 1Jl8• 1Y u- Z U` ai°'s
1!4'Steel Ultrecon .LL _ W
Grouted CMU, STM -90) 2-11Y 1-1/4' 12'
TABLE 9,THIS SHEEP O J o 0
Grouted CMU ASTM C-90 2-1/Y 1.9f4' tY F: �� J f`C4
5 r114"MAX SHIM Concrete(min.3.5 ksp 1-1/4' 1-314' 12• of p LU
—1y 5116'Steel UOmcon O LU
Grouted CMU(ASTM C90) 2-112 1914' 12" O a Q_
_ T 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. W W
} 1X WOOD BUCKSTRIP, aql rose0 saua5
I 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 1-12•.1X WOOD BUCKS ARE
I EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"W ARE 1-12•THICK OR GREATER. f�- s �I
I
TYPE F Y� DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION.
VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A-LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGE EMBEDMENT f OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET
SEE TABLE 10,THIS SHEET TYPE J TYPE K
EDGE EDGE
DISTANCE 1/4"MAX EDGE DISTANCE
DISTANCE �{
INSTALLATION �C� ���iii SHIM
TYPE I PRODUCTREVISED
O 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP plying with ch.Flod&
OR FRAMING,SEE ae
OR FRAMING,SEE Buildildag Code
NOTE 2
NOTE 2,THIS SHEET ,THIS SHEET A—ptnooe No 1(c`O �LQ L�•
gimtinn Date -,big
1/4"MAX
TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE, Ey
q 6
SEE TABLE 10,THIS SHEET I Ntiami tmle Ihothmc
EMBEDMENT
- 10, 3 EMBEDMENT
10, 3
0
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY
@ 11-7/8"O.C.MAX.
11 �
EXTERIOR
m
WINDOW 4 11LU
a U) ,gab
BUCK VISIBLE LIGHT WIDTH= 5
HEIGHT III"' WINDOW BUCK WIDTH-2-314" Of d. O .-
1/4"MAX.SHIM --�-{ 0
WINDOW BUCK WIDTH N � 0 alap N
co lc*,-
w N
VISIBLE INSTALLATION HORIZONTAL SECTION E-E z LL 0 L ? �m90 0
LIGHT LLF
HEIGHT= TYPE L U U X' o ❑
WINDOW W Z Q`d j 'oN
BUCK #10 STEEL i-W m Y U 0M0
HEIGHT- SELF-DRILLING SMS f`7 Q O Z
2.314" (G5),SEE TABLE 10. Z Il Z O LL
THIS SHEET TABLE 10: _l O
Anchor Substrate Min.Edge Max.O.C. C
00
Distance SpaclnqF
2-112"x.113"Box Nail P.T.Southern Pine SG=0.55 5/16" 5" ® N Z Z laays
2-1/2"x.131"Common Nall P.T.Southern Pine SG=0.55 318" 5"
2-1/2"x.145"Roofing Nall P.T.Southern Pine SG=0.55 3/8" 5" Z
21 P.T.Southern Pine SG=0.55 1/2" U. O
g 2X WOOD BUCKSTRIP EXTERIOR < ❑ -1 aloes
- OR FRAMING,SEE #10 x 1"Steel Screw 0.093"Aluminum,G053-TB min. 5/15' S" w Z
NOTE 2,THIS SHEET 1/16'A36 Steel 5115' S" O F- N N
5 �1/4"MAX SHIM 0.045" 18 Ga Steel Stud Gr.33 5/19, 5" ❑ Z I.w
MIAMI-DADE APPROVED MULLION w
(SEE SEPERATE NCA),ALUMINUM, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O X Z a a
STEEL FRAMING OR STEEL STUD. LL. Ei
SEE SUBSTRATE PROPERTIES, aIL'1 —.0 soups
INSTALLATION ------ TABLE 10,THIS SHEET
TYPE J
_ EDGE DISTANCE .,
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"1 X°,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".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.
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 BUGKSTRIP
_ EDGE OR FRAMING,SEE INSTALLATION TYPE M
—r{ DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT
INSTALLATION TYPE M FileMETHOD
INSTALLATION TYPE N
EMBEDMENT METHOD ONLY,
'FOR THIS INSTALLATION 111VANCHORS MAY BE NO
METHOD ONLY, SHI MAX • MORE THAN 6'O.C.
ANCHORS MAY BE NO EMBEDMENT SHIM
• D
MORE THAN 6"O.C. --`� O 1X WOOD BUGKSTRIP,SEE PRODUCT REVISE
2X WOOD BUGKSTRIP NOTE 2,THIS SHEET ns complying wide d4 Florida
OR FRAMING,SEE 3.ildi°8 t",
NOTE 2,THIS SHEET - 'ac,:pt'ce No -
__b14"MAX TYP.ANCHOR TYPE,EMBEDMENT AND Npiretkm Date I�
3 SHIM EDGE DISTANCE PER SUBSTRATE. BY
4 .ANCHOR TYPE 6 SEE TABLE 11,THIS SHEET - tv4iam °`1a P^oMna
TYP ,
C0^
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE 11,THIS SHEET 3
EDGE O m
USED AT CURVED DISTANCE EXTERIOR 29 FRAME MEMBERS ONLY EDGE
@ 11-7/8"O.C.MAX. T7,
DISTANCECONCRETE/CMUPERANCHOR
REQUIREMENT 11 CONCRETE/CMU W r Y m
WINDOW
VISIBLE LIGHT WIDTH= 5 PER ANCHOR CO 'aa21
1/4°MAX.SHIM III REQUIREMENT O
HEIGHT —� �— WINDOW BUCK WIDTH-2-3/4" ❑ <t O
WINDOW BUCK WIDTH EXTERIOR >
N ^ al°p CD
41-N W
VISIBLE HORIZONTAL SECTION G-G o J N o w �`
LIGHT INSTALLATION TYPE O Z LL ,n LL (0 J uMo p p
HEIGHT= FOR THIS INSTALLATION O(W) X o
WINDOW 'METHOD ONLY, TABLE 11: LIJ
h Z m O C7 `JMp
BUCK ANCHORS MAY BE NO Min.Edge Max.O.C. o W Y
HEIGHT- • MORE THAN 6"O.C. Anchor Substrate Min.Embedment t`� O Z
Distance S cln p O �
2-3/4" P.T.Southern Pine SG=0.55 9116" 1318" 6" Z LL Z !R� O
Aluminum 606345 min. 318, 0.063"'- 6" Q~ Q
#12 STEEL #12 or#14410 SS Screw A36 Steel 31W 0.063"' 8" J rn
SELF-DRILLING SMS Steel Stud,Gr.33 min. 318" 0.045' 18 Ga 6" Q
(G5),SEE TABLE 10, N U) laayg
P.T.Southern Pine SG=0.55 9116" 1-3I8' 6'
THIS SHEET #12 or#14 Steel Screw(GS) Aluminum,6063T5 min. 31W 0.063"• 6" Q Z O -
A36Steel 3/8' 0.063"'- 6" ' 0 �
21 TYP,ANCHOR TYPE, EXTERIOR - Steel Stud,Gr.33 min. 3/8" 0.045'18 Ga 6• O Q Z
EMBEDMENT AND EDGE Ungrouted CMU, ASTM C-90 2-1/2° 1-i/4' 12' ❑
8 1/4'410 SS CreteFlez ¢ Z _J a,°°5
DISTANCE PER SUBSTRATE, � Concrete(min.3.35 ksi) T 1-3/4' � tY a _ Q
SEE TABLE 11,THIS SHEET Concrete min.2.85 Ike!) 1" 1-3/4' 12" Q 3 F- N N
5 1/4'MAXSHIM MIAMI-DADE APPROVED MULLION Concrete min.2.85 ksi 2-1IY 1-310' 1Y K ❑ Z r`00
L— (SEE SEPERATE NOA),ALUMINUM, 1/4"Steel Ultrecon w w
STEEL FRAMING OR STEEL STUD. U routed CMU, AS7M G90 2-112' 1-114' 12' O X Z a a
SEE SUBSTRATE PROPERTIES, Grouted CMU ASTM C-90 2-1/2" 1-314' 12" LL LL
Concrete min.3.5 ksi 1-1/4' 1-314' 1Y
INSTALLATION TABLE 11,THIS SHEET 5116"Steel Ultrocon Grouted CMU, ASTM C 90 2-1/2° 1 3l4' 1Y allp °sap sauag
TYPE N I WOOD BUGKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
-- � d SEE NOTE 2,THIS SHEET .:.
INSTALLATION NOTES:
EMBEDMENT - -
°' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. '
• a •-� 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKSARE -
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2'THICK OR GREATER.
—�J 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,P.E.
P.E.#58705
PRODUCT REVISED
as complying with die Florida
Buildmg Code
Accaptnocc No N -O
pintMm D'otc 9
By
(.ii f5ade PcodnciC
a
z
m
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE&EQUAL-LEG FRAMES J FOR FIN FRAMES
UJI
cq Y m
> a U) "aa
0
ANGLED/CURVED ANGLED/CURVED
FRAME ASSEMBLY FRAME ASSEMBLY }ti a od
90°CORNER I I 90°CORNER I °<t ,a
FRAME ASSEMBLY I FRAME ASSEMBLY J M UJI
Z �n O
°�
I (/� m Z `LL - W u
I / �J I W.2 X o 5 Mop
10 p� W O °D 7 co
wa
10 \� J ( / I \o �/ I W co O v C) �in0
ALL CORNERS TO Y / IP // ALL CORNERS TO I //� r d I •� Z Z
o
USE GASKET ! USE GASKET i // / Z °� O of
Z 0_
ANOlOR SEALANT I I� ! AND/OR SEALANT I / g ° OLL
EQUAL-LEG FRAME \� / < Z .--
/ � (1I co 7aa4S
> // FLANGE FRAME / ® Z O
\l�EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR \ MITERED FRAME WITH INTERIOR 0 tq Z
AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS p atoas
`—FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT < Z of
30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS OF N CD
N
3D r °o
X O as
LL m
a;l,l a>ao eayaS
A.LYNN MILLER.P.E.
P.E.N 58705
TABLE 9: 2.784" 2.784' 2.784"
Item .094' —��� .094' ---I 1-�— .094' —�1►—
# PGT Part# Description Material 074° 062" .074" 062' .074" l 062"
1 4253C Flanged Frame Alum.6063-T5 1.375"4- 1 1.375"
2 4285 E uel4e Frame Alum.6083-TS 1.875" T PRODdCr aSV7S6D
q 9 .4 .500" .4� .500" 438" } as ldh'g O tiidt du FI(aida
3 4256 Integral Fin Frame Alum.6063-T5 1.000' m.00c aoor ��. Bui1dog Code
.500" ��- .050' -+— .050,11aw -r— .050' AeWe,�oznce Nol O 2
4 4255 7/16"Lemi.Glass Beading Alum.6083-T5 1.125" F` �rkm Dare d
O FLANGE FRAME O EQUAL-LEG FRAME
5 4254 I.G.Glass Beading Alum.6063-T5
�07� �7+k
#4253C,6063-T5 #4285,6063-T5 70 uD d
6a 4270 Installation Fastener Co�.er Alum.6083-TS
FIN FRAME
6b 4224 Installation Fastener Corer Rigid PVC 3 #4256,6063-T5
10 70569C Gasket(at 90"comer joints) Polyethylene ¢
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 --� 1.206' �— .346" m JR-05/05116-ADDED THISSHEET
13 Dow 899,GE 7700 Silicone Of Equiv. —�{ 1.037' I►— ,� WITH SPACERS 8 MOVED PARTS.
20 71652K Setting Block,Mono.3/16"x 7/16'x 4' Neoprene,Duro.85+/-1 .875' IIIIVIIII .875" IIIVVVIII I ;
21 71704AK Setting Block,I.G.3/16"x 1-3/32"x 4° Neoprene,Duro.85+/-1
29 #6 x 1-114'FH SMS Stainless Steel I .OsO" W m Y M
30 781PQX #8 x 1"quad PH SMS Stainless Steel 3/16 &1/4" I.G.GLASS INSTALLATION > a '^aa
OGLASS BEADING O BEADING 68 FASTENER COVER
#4258,6063-T5 #4254,6063-T5 #4270,6063-T5 } �t a o0 p N
0 N X ro
O w o
J J a) O Z g N
ZLL N LL ((O J u.-a 0
W
LU
ALUMINUM LUZ
SILICONE HOT-MELT BUTYL *INT.GLASS
EMENT POLYISO- DESICCANT FILL AREA ~j m Y LU O a
STRUCTURAL BUTYLENE 5/76"NOM. Z d Z O z
STRUCTURAL SILICONE 3/16"NOM. SEAL v F- 00 O
1/4"NOM. FOAM BUT SILICONE SEAL g
LL
POLYISOBUMEN WITH ROLL-FORMED J 0
WITH DESICCANT DESIC Q Z DESICCANT/ FSTAINLESS STEEL F, Q
EXT.GLASS EXT.GLASS EXT.GLAS ® "' Z z rao4s
ExT.GLASS O
5 O (n Z
Q Z III�s
INT.GLASS INT.GLASS INT.GLASS O � ~ N N
CN o0
75 KODISPACE 78 SUPER 77 DURASEALO 76 XL EDGE"''' x o �a
4SG TPS SPACEReNXTTm USPACER SPACER mLL. .,000
TABLE 10:
Part# Description Material 1
MPORTS:FTL-8717.8968&8970
g 4SG TPS Spacer System
per Spacer nXT With Hot Melt Butyl See this
uraseal Spacer Sheet for
Materials ,
Edge Spacer
PORTS:FTL-8717,8968 8 8970 A.LYNN MILLER,P.E.
P.E.fl 58705