HomeMy WebLinkAboutNotice of Acceptance (6) rECC! _D
MIAMI-DADS MUMI-DADE COUNTY
e 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
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.L-
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,
modeUseries, 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
MiArti•or4nEcoutvrr Expiration Date: February 19,2019
'f7/lq f�p Approval Date: August 04,2016
Page 1
":-)MP DRAWING REVIEW
Ni")., a EXCEP I T I C,NS TAKEN
MAKE C0F,--,ECT!CNlS P,10TED
QVIE ;NO RESUeMIT
SAM51 SMCIFIED GEI,,!
CONCEPT OF A -
INFORMATION GIVr,,, OW
TRACTOR IS RESWSTLEFOR �MLAI— 1 WE CON-
FIRMED AND CORRELATED AT THE JOB SITE; F-CR -,NFrRWATION
THAT PERTAITIS SOLELY TO THE FABRICATIO'PROCESSES OR TO
TE-CHNIQUES OF CONSTRUCTIQN; NN—v FQrn.�W-RTANNAMN W
7'e,Ur-WaRK OF AU TRADES.
ay
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®NXTrm spacer system and XL
Edg6TM 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,Loadingper FBC TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4 are act e e L Missile Impact Test r FBC,TAS 201-94
g P P
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 trot aminer
NOA, 6-0629.14
Expiration Date: February 19,2019
Approval D ugust,04,2
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. ' Anchor verification calculations and structural analysis, complying with FBC-51'
Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complyingwith the
g gg
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 a, .E.
Product Control am' er
NOA No. 1 9.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-2
PGT Industries,Ine.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-511 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
07AW03 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 iner
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),5TH EDITION DESIGN PRESSUR
: E RATING IMPACT RATIN
IMPACT-RESISTANT FIXED WINDOW •ASTM E1300-09
. ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO LARGE.2S MALL
•ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE
�COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA
BUILDING CODE,INCLUDING THE HIGH VELOCITY 48"TIP-TO-TIP WIDTH •AISIS100-07/52-2010
HURRICANE ZONE(HVHZ). 47"BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 4-1/4 45-1/4"VISIBLE 45.1/4"VISIBLE PRODUCTREVISED
LIGHT WIDTH
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH as complying with Oio Fitrifi+
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD T — 6"MAX. H 6"MAX. F,SHEET 8 2"MAX. BatlAmaCnk
LITE(CAP)MUST TEMPERED. B,SHEET 6 H I D,SHEET 7 H.SHEET 9 A°`�PtBOft No t6�
EcpimtwADmm_
3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, By
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I I I Miami
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A 95. C I C E.SHEET 8 I E,SHEET 8
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS SHEET 6 BUCK SHEET 7 SHEET 7 G,SHEET 9 G. HEET 9
HEIGHT I — BUCK
>
4)ALL WOOD BUCKS LESS THAN I.1/2'THICK ARE TO BE -_-_ BUCK I mJR-05105/18-ADDED SHEET II
CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE HEIGHT >
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1/4" f T 931/4" WITH SPACERS 8 MOVED PARTS.
WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR 12"MAX. i VISIBLE 12"MAX. i 931/4' i VISIBLE
LIGHT
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5'MAX. a
DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / 96 / HEIGHT I / 96' co Y m
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO i BUCK Ilt HEIGHT a fn 738
ARCHITECT OF RECORD,(AOR). TIP I > ?>
K
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE - I HEIGHT i I } a0 p N
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 I N N � �
SUFFICIENT EMBEDMENT-NARROW JOINT SEALANT IS USED 0 I .1 I 1 c c7 co co -a N
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION O J 0 J o Z �9 t i
ANCHORS SHOULD BE SEALED,OVERALL II T Z LL u�7 LL tD J u.°�() ❑
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF ' T L-► T F,SHEEt 8 I — W
6' B-----I Imo-- 1z"MAX.MAx D.C.oc D�{ 1z•MAx.o.c. JJ !T4 x ui
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEET 6 MAX SHEET 7 2"MAX H,SHEET 9 5'MAX.O.C. U O XO 2 co j •°N
THE SCOPE OF THESE INSTRUCTIONS. _
TYP.FLANGED FRAME TYP-EQUAL-LEG FRAME TYP,FIN FRAME ELEVATION O W m Y " z �
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR p> O O W z O •--
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z li z F
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING ti Q > 0
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE J
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 ¢ W
GUIDE TO SHEETS: . AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. m U) cd laa'IS
DESIGN PRESSURES: GENERAL NOTES........................1 ANCHOR SPACING TO BE 6'MAX FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® Z y
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS................................1 J' `� MEMBERS,SEE FIGURE 7,THIS SHEET. 3: F Z
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 / O O
E1300. DESIGN PRESSURES..................25 12"O,C, / �.. —WIDTH S I"-WIDTH-+I -WIDTH--i IF WIDTH +{ ¢ ❑ Z al°aS
B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. T r-——— ——— T ———1 F "I T , Q J N N
PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 Q
ANALYSIS AND GLASS PER ASTM E7300. INSTALLATION,INT.FIN A..........8 F= I ❑ W n m
W Z
INSTALLATION,INT.FIN B...........9 - r, c� O ce U
v w
8)THE ANCHORAGE.METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6" = I I = I in I I = I I a o_
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 1 a0i -°sa0 aauag
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST._............ M 1 1 l L J 1 L— —_J 1
....................11 '
INCREASE HAS NOT BEEN USED IN THE DESIGN OFT— t /
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR �WIDTH� I�WIDTH F'�WIDTH+{ WIDTH--I
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1: T r——- —— T —— T ru
— —, T f ,
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPE Description Sheet .•' LICSHALL MEET THE REQUIREMENTS OF THE FLORIDA # j,BUILDING CODE FOR CORROSION RESISTANCE. 1 7/16"Laml 3/16"An-.090•PVB-3/16"HS) 2 w w �' ww rV0.53709)REFERENCES:TEST REPORTS FTL-3835,3850 8 7212; 3 12. /18 Lemi.G" 6THS -7 6VAir-3t16"AnAn)-A90•PVB-3/16'HS 3 1 __ l 1 l L J �-D :. S -.
ELCO ULTRACON NOA;ELCO CRETEFLEX NOA:ANSI/AFBPA 4 1-1/16'Lami.IG 18'T-T116'Air-3116'HS-.0�"PVB-3f18"HS 3 16
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 5 7116"Leml f16'An-.090"SG-3/18'An 4 I—WIDTH =i )'-' WIDTH�' I�WIDTH-►{ I-.-WIDTH-�{ �•'- STATE OFF
MANUAL. -- --- r--- r— —1 --
6 7/1WLamI3f16"HS-0WSG-3/16"HS 4 T� T T Tr- -t� "1 �✓
7 1-1/16'Laml.IG 16"T-7/16'Air-3f16'An-.090"SG-3116'An 5 %U' - oRICP,..-'•
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 rs ���,��Q � t.
SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1116 LamL G 118'T-7/18'Air-3/18'F6-.090'SG-3116"HS 5 cs 6/ I U �/ I r� �// !�/��L F
MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG'_•KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. = fV = I = I 9� I s
•PVB'_"KURARAY Bl1TACfiEm PVB INTERLAYER"BY KURARAYAMERICA,INC. 1 1 1 1 A.LYNN MILLER,P.E.
P.E.N 58705
TABLE 2:
Window Design Pressure(4,psf)forGlass Type 1
Long Side(in) 7/16'LAMINATED
67-718 72 76 80 84 88 92 96 1DD 104 109-1/2 GLASS STACK
30 +180 +180 +/-80 +1-80 +/80 +/-80 +/-80 +/b0 +/80 +1_80 +180
32 +1.80 +1-80 +1-80 +1.80 +/80 +1-80 +1-80 +1.80 +1.80 +/.80 +1.80 .090"PVB INTERLAYER
34 +/80 +1.80 +1-80 +180 +180 +180 +/-8D +I-80 +/-80 +/-79.8 +I-79.4
36 +/.80 +1.80 +IbO +I-80 +F80 +1-80 +/-79.7 +l-772 +1-75.1 +/-73.4 +1.722 3/16'HEAT STRENGTHENED GLASS
ODU(rr REVISED
38 +1-80 +180 +180 +IbO +/.80 +l-7&1 +1-75.2 +/-725 +1-70.3 +/b8.5 +l88.3
3/16'ANNEALED GLASS ny eomplymg lh dw
40 +180 +/b0 +1-80 +1.79.8 +1-77.2 +1-74.3 +1.71.3 +1b7.9 +185.1 +/83.4 +1.61.6 - 9wld' Code
42 +1-80 +1.80 +1.80 +/_77.4 +1-74.3 +1-71.3 +/b8.2 H-64.7 +181.6 +159.8 +/58.2 4 11 A=Ptaaeo No I �,°"�'^
44 +180 +lb0 +/_78.9 +/-75.4 +/_721 +fb69 +/85.6 *1822 +159.7 +l57.5 USED AT CURVED ,anon Date LL1 i`�
`�- 46 +180 H-8D +1-77.2 +/-73.6 +/-70.1 +1-6118' +1-63.5 +180.3 +157.7 FRAME MEMBERS ONLY 2g 5/8' LONG SIDE By
01R60
+1.80 +/-79.3 +l-75.6 +/-71.9 +188.3 +f-64.9 +181.5 +/5&2 @ 11-718'O.C.MAX. GLASS BITE I_ Mi a NoA:et Con
N +1.80 +/_77.5 +1-74.1 +/-70.3 +186.7 +1831 +159.7
E +/-79.1 +/-75.6 +1-724 +1-m.8 +/-65A +/-61.5 1�
in +1-77.4 +/-73.8 +/-70.5 +/-67.3 +Ib3.5 SHORT Q
+/-758 +/-72 +lb8.6 +1b5.3 EXTERIOR SIDE
+1-74.2 +/-70.3 +I.66.8 (� 20 13 m
+1-727 +188.7 +185+1-71.2 +187.1 GLASS TYPE 1
+Ibg7 +/.65.5+/883 �- LONG SIDE -►i a
67-7/8 1 +Ib7
NOTES: UJ m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1°FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT 6/ j a .,,aa
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE /� K
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑ p
7 O N
N
N
TABLE DIMENSIONS MAY BE 0 W N
ORIENTED VERTICALLY OR O� N p z ti
e
HORIZONTALLY AS SHOWN. Z 1, 0 U. m W an°i0
UU XD o ❑
TABLE 3: I-W m O
Window Design Pressure(+/ti pst)for Glass Type 3 r- O p v z
z Q.:z °' O LL
Long S (in) F
67-7/8 72 76 80 84 88 22 98 100 1D4 109-1/2 1-1/16'NOM. _�� g J O
30 +1.80 +1-80 +/-80 +1-80 +1-80 +/-80 +1-60 +/-80 +1-80 +1-80 +/-80 GLASS STACK I -�1 GLA LAMINATED J (O N
32 +1.80 +1-80 +1-80 +1A0 -1-80 +1-80 +1.80 +1-80 +180 +1-80 +/80 I I GLA55 STACK a Q�,
34 +1-80 +1-80 +/-80 +/-80 -1-80 -1-80 +1-80 +/_80 +1-80 +1-80 +/80 3/16'HEAT _ I SHORT I `� in W 7aa4s
Of
36 +1-80 +/_80 +/80 +1.80 +1.80 +1-80 +1.80 +180 +1.80 +1-80 +1.80 3116'TEMPERED GLASS STRENGTHENED GLASS -mil SIDE I- ® iA' Z
38 +1.80 +1.80 +/b0 +/-80 +180 +180 +1-m +/-80 +1.79.4 +1-76.4 +1-74.3 3/18'ANNEALED GLASS y Z
40 +1-80 +IbO +1.80 +1.80 +1-80 +1-80 +1-80 +/-7&7 +1.73.5 +/-70.9 +1b9 7/16"AIR SPACE O
.NTE LA Ut a1-S
42 +180 +/b0 +!$0 *1-80 +180 +/.80 +1-77 +1-731 +189.8 +lb8.9 +1�.2 11 INTERLAYER LL Z d
44 +l80 +1-80 +/-80 +/-80 +180 +1.778 +1-74.1 +/-70.3 +187.5 +1b3.9
'E 46 +/80 +1-80 +/.80 +1410 +1-79.2 +1-75.4 +1-71.7 +/-68.1 +/b5.1 5 LONG OF Z N m
a 48 +/-80 +1.80 +1.80 +I-80 +1.77.2 +/-7&3 +/b9.5 +1858 USED AT CURVED
to 5/8° SIDE U W m
Y 50 +/80 +1-80 +180 +1-79.4 +1-75.3 +I.71.3 +187.5 FRAME MEMBERS ONLY 29 X W IL 0-
52 +/-80 +1.80 +180 +1-77.7 +/-73.5 +/-695 @ 11-7/8'O.C.MAX. GLASS BITE u-
❑
m 54 +180 +1-80 +/-79.6 +1-76 +1-71.8
1-3 a111 'asap sauas
56 +1-80 +1-80 +/-77.5 +1-73.8
58 +1b0 +1-79.4 +1.75.4 EXTERIOR
60 +/-80 +1-77.6 +/-73.5
62 +1-80 +1-75.81�1 7s7 21 13 _ I SHORT
64 +/-7&8 +1.74 '�I SIDE
66 +1-712 GLASS TYPE 3
87-718 +/-74.9 `
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1 FROM THE TIP-TO:nP 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 FfT WITHIN.
A LYNN MILLER,P.E.
P.E.#68705
TABLE 4:
Window Design Pressure(+I-,psQ for Glass Types 2&4
Long Side 1m)
67-718 1 72 76 80 84 88 92 96 100 104 109-1/2 112 116 120 124 12B 132 138
30 +I-80 +I-80 +1-80 +1-80 +1-80 +/-80 +l-00 +1-80 +/-80 +/-60 +/-80 +1-80 +IbO +1-80 +lam +I-80 +1-60 +1-80 +1.80 +1-80
32 +/-80 +1_80 +/-80 +1-80 +1-80 +1$0 +/-80 +/-80 +1.80 +1-80 +1_80 ♦/-80 +1-80 +1-80 +1-80 +1-60 +/-60 +1-80 +1-80
34. +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/AD +1-80 «/.80 PRODUCT REVISED
38 +1A0 +1-80 +I-80 +1-80 +1-80 +/AO +/-80 +1-80 +I-80 +1-80 +/-80 H_80 +/A0 +1.80 +1-80 +1-80 me mptymg with ft Florida
a.38 +1-80 +1-80 +1-80 +1.80 +1-80 +IAO +/-80 +1-80 +1-80 +1-60 H-80 +/_80 +/-80 +1.80 Ao=Ptg Cade
Acxptance#so�d'
40 +/-80 +1-80 f1�0 +ISO +1-80 +1A0 +/-80 +I.80 +I.80 +/$D +/410 +/$0 �mtiael Life fq
42 +/.80 +1-80 ♦1-80 +/-80 +140 +/-80 +/-80 +I.80 +1-80 +1-80 +1-80
44 +1A0 +1-00 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +1-80 +I-8O By
'S 46 +1-80 +1-80 +1.80 +/-80 +1-80 +1-80 +/-8D +1-80 +1$0 Miami a n't, 1go1
v 48 +b80 +1-80 +1-80 +/-80 +/-80 +68D +/-80 +/-80
m 50 +1-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/$0
r
E 52 +l$D +l$0 +1.80 +ISO f1-80 +I-79.1
m 54 +/-80 +I-80 +1-80 +1.80 +/r78.8
56 +/.80 +1-60 +1$0 +1-79.1 m
58 +1-80 +1.80 +/-80 z`
60 +1-80 +I-80 +/-79.3 u
62 +I-6O +1-80 '
K
64 +1.80 +1-w
66 +/-80 C7 Y m
87-718 +l$0 W y •naa
NOTES: a
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. ❑ W
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N slop
C N N O
ZO J a) o Z e 04
- <LLL m W uMwO cL
UL) XN d ❑
FW-Z m O `r C7 0 co 5 M0
1-1/16-NOM. TABLE DIMENSIONS MAYBE o> Y Z
cq
7/16"LAMINATED GLASS STACK ORIENTED VERTICALLY OR p O a
7/16"LAMINATED. Q Z O.Z °I O to
GLASS STACK HORIZONTALLY AS SHOWN. "' E— W
GLASS STACK LONG
3116"HEAT STRENGTHENED GLASS
.090"PVB INTERLAYER 3/16"TEMPERED GLASS
SIOE —1 m
3/16"HEAT 3118"HEAT STRENGTHENED GLASS Q F
�— LONG SIDE
3/16'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE .090'PVB INTERLAYER ® rn U) It
LU 7aa4S
m Z It lA
4 41 11 SHORT LU Z
5 SIDE ¢ ❑ olaag
USED AT CURVED J SHORT
USED AT CURVED + -�t a, Z a
FRAME MEMBERS ONLY 29 518" FRAME MEMBERS ONLY 29 SIB" J— SIDE O o 0
@ 11-7/8"O.C.MAX. GLASS BITE (�11-7/8'O.C.MAX
GLASS BITE F Z n co
K ❑ �
1-3 1-3 w to
EXTERIOR
EXTERIOR �— LONG SIDE 0 a a
20 13 a 75aa 21 13 aI11 'osap seas
�Y SHORT y LONG "
GLASS TYPE 2 GLASS TYPE 4 SIDE f 10// SIDE
SHORT
SIDE
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 5:
Window Design Pressure(+)-,psf)for Glass Type 5
Long Side(in) 7H6'LAMINATED
87-718 72 76 80 84 68 92 96 1 100 104 109-112 GLASS STACK
30 +WA25.4 +90/-120 +901-115.5 +90'-111.5 +901-108.5 +901-106 +901-104-5 +901-103.5 +90f_1025 +901-100.7 +90-97.9 -090'SG INTERLAYER
32 +901.116.9 +90'-110.8 +90/-105.3 +9a-101.6 +gW-98.7 +901-95.7 +901-923 +901-90.6 +901-90.3 +/-89.9 +1-89
34 +901-108.9 +901-103 +90/-98.8 +901-95.1 +901-91.8 +/-882 +/-84.4 +/-81.5 +/480.1 +1-79.8 +l_79.4 3/16-ANNEALED GLASS
36 +901.1026 +90'-97.1 +901-928 +IS8.9 +/.85.5 +1-82.6 +/-79.7 +1-772 +/75.1 +/-73.4 +1-72.2 3/16'ANNEALED GLASS PRODUCT REVISED
38 +901-98.4 +90d-922 +1-86.7 +/$3.2 +/-80.7 +/-78.1 +/-75.2 +1-725 +1-70.3 +158.5 +/-W.3 a$complying with dwAmid.
40 +901-N.6 +/-W.2 +/-828 +1-79.8 +/-77.2 +1.74.3 +1-71.3 +1-67.9 +1.65.1 +153.4 +/51.6 4 11 Btrildmg Code
42 +901-91.3 +154.7 +/•80.7 +1-77.4 +1-74.3 +1-71.3 +/-68.2 +1-64.7 +151.6 +1.59.8 +1-%2 Amptanw No '-I]�)(.}11(�.,1'
44 .1-883 +/$24 +/-78.9 +1.75.4 +l-721 +1.689 +/55.6 *IS22 +IS9.7 a1S7.5 USED ATC ON ����
FRAME MEMBERS ONLY 2g 518'
46 +I-85.4 +/•60.8 +/-77.2 +1.73.6 +/-70.1 +l•68.8 +/.63.5 +/.60.3 +157.7 @ 11-718'O.C.MAX. GLASS BITE LONG SIDE By m 48 +IS27 +/-79.3 +/-75.6 +1-71.9 +/-68.3 +1-64.9 +151.5 +158.2 �- Miami de fhu&�t
to 50 +/.80.9 +/-77.5 +1-74.1 +/-70.3 +1-66.7 +1531 +159.7 1.3
E64-718
+!•79.1 +/-75.8 +/-724 +/58.8 y55.1 +1-61.5
+1-774 +1-73.8 +1-70.5 +157.3 +/53.5 EXTERIOR SHORT+/Jali +1-72 +I-68.6 +155.3 (L-I 20 13 SIDE+/-74.2 +/-70.3 +156.8 �+1-727 +l58.7 +1-65 GLASS TYPE 5-1.71.2 +/-87.1+/-%7 +/-65.5+1-68.3LONG SIDE+1-67
NOTES: �j� Y Ica 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SS DE y/ > a U eay
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. of O
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p to o
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.00 NOT USE WITH FIN-FRAMED WINDOWS. }I- ", 760 O N
04 r on
N
TABLE DIMENSIONS MAYBE 0 m m W N
ORIENTED VERTICALLY OR O_j N p Z As I,;,HORIZONTALLY AS SHOWN. =LL to LL to J urou0 p
LLfW
TABLE 8: V U_ X S2 O 9
H-Z M O C5 DMa
Window Design Pressure(+/-,psf)for Glass Type 7 > p le Z M
Long Side(in) O Z a Z co LL
67-718 1 72 76 80 84 88 92 10D 104 109-112 1-1/16'NOM. g _j O
30 +901-130 +901-130 +90'-130 +90/•126 +901_122.6 +901-119.8 +90/-118.1 +901-117 +90'-115.8 +901.112.7 +gry_109.9 GLASS STACK 7116'LAMINATED JV.
32 +901-130 +M-1251 +901-116.9 +gW-114.6 +901-111.5 .901-108.1 +90/404.3 +901-102.4 +901-102 +901-101.4 +901-99.7 GLASS STACK m H-
34 +90/-123.1 +gN_7164 +901-111.7 +901-107.5 +901-103.8 +901-99.7 +901.95.3 +901_921 +90/-90.5 +1.90 +/-89.8 SHORT m in Lu 7aa45
36 +901.116 +W-10Rg +901-104.8 +90'-100.5 +901-966 +901-93.3 +/-90 +/-87.3 +144.9 +1-823 +/-81.2 3/16'TEMPERED GLASS 3/16'ANNEALED GLASS SIDE ® m Z of �
38 +901-111.2 +901-104.2 +90/•97.9 +90/-94 +901.91.1 +1562 +1-84.9 +l-81.9 +179A +1-76.4 +1-74.3 3/16'ANNEALED GLASS
40 +901-106,9 +W-99.6 +901534 +901-90.1 +/-87.2 +1-84 +1-00.5 +I-76.7 +1-73.5 +1-70.9 +1-69 7116' .090'SG INTERLAYER
AIR SPACE T F O W Z
42 +901-103.2 +901-95.7 +901-91.2 +1-87.4 +l&1 +1.80.6 +l-TT +/•73.1 +Ib9.6 +158.9 +/55.2 G O eloa5
.. 44 +901.99.7 +900-93.1 +1.89.1 +1-85.2 +/51.4 +1-77.8 +1-74.1 +/•70.3 +1.67.5 +1.63.9 11 a Z d
46 +90/.96.5 +9U-91.3 +1.87.2 +I-03.2 +1.79.2 +1-75.4 +I-71.7 +/56.1 455.1 5 O � Z N N
48 +901-93.5 +1-89.6 +/55.4 +/-81.2 +I-77.2 +/-73.3 +I,49.5 +1.85.8 LONG � O O r co
in USED AT CURVED SIDE w
50 +901.91.4 +1-87.6 +1-113.7 +1-79.4 +1.75.3 +/-71.3 +1.67.5 5I8' U W
e FRAME MEMBERS ONLY 29 X W d 6-
2 52 +1-89.4 +1-85.5 +1S7.8 +1-77-7 +1-73.5 +1595 GLASS BITE
in 54 +/-87.5 +1.83.4 +1-79.6 +/•76 +1-71.8 @ 11-7/8'O.C.MAX. LL O
58 +1-85.6 +151.4 +/-77.5 +/-73.8 13 a111 'a a0 saua5
58 +/-83.8 +I-79.4 +1-75.4
60 +/-821 +1-77.6 +I-73.5 EXTERIOR
62 +1-80.4 +1-75.8 - a 67e 21 13 _I SHORT .
64 +1-78.8 +1-74 '1 SIDE ,
66 +1-T7.2 GLASS TYPE 7
e7716 ./-7a.9 '
NOTES: -'
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �r -
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.#59705
TABLE 7:
Window Design Pressure(+/-,psf)for Glass Types 6&8
Long Side(in)
67-718 72 76 80 84 88 92 1 96 100 104 109-112 112 116 120 124 128 132 136 140 144
30 +901-1. +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 ♦901-130 +901.13D +90/-130 +51VA30 +901-13D +901430 +901430 +901-130 +W430 +901-130
32 +90/-130 +901430 +901430 +901-130 +901-130 ♦901-130 +901-130 +901.130 +90/430 +901-130 +901.130 +901.13D +90/-130 +9W-130 +901-130 +901-13D +901-130 +901-130 +901.130
34 +901430 +901A30 +90/-130 +901-130 +901-130 +90/-130 +901.130 +901.130 +90/430 +901430 +901_130 +901-13D +901-130 +901-130 +901-130 +90I-'130 +901.130 PRODUCT REVISED
36 +901-130 +901-130 +901-130 +90I-130 +90f-130 +90/-13D +901.130 +901430 +90/-130 +901-130 +90/430 +90/430 +901-130 +901-130 +901-130 +901-130 .complying with the FI-idn
3B +901-130 +9W-130 +90/430 +901430 +901-13D +901-130 +90030 +901430 +901430 +90030 +90/_130 +901-130 +901-129.2 +9W-127.3 Building Code 1(P-.u62Cf4-
40 +901.130 +901430 +90%130 +90f-130 +90f-130 +901-130 +901-130 +901-130 +901-130 +90'-126.8 +901423.2 +901-122 A=PmnMT`O
42 +901-130 +901-13D +90/-130 +901-130 +90l-130 +901-13D +901-130 +0_129.3 +901-123.2 +901-119.7 +901.116.4 DMe
44 +901-130 +901.130 +901-130 +901-130 +901-130 +901-13D -90/_130 +901-124.5 +901-119.4 +90V415 13Y
48 +901-13D +901-130 +901.130 +901-130 +90/-130 +901-130 +901-126.9 +901-120.5 +91Y-115.3 Nlivni Dude Product
48 +901430 +90f.130 +901-13D +90/_130 +901-130 +9ry-129.7 +901-123 +9d_116.5
In
50 +901430 +901.130 +901-130 +901-130 +90/_130 +901-M2+89.4I-119.
g 52 +901-130 +901-130 +901130 +M-130 +90/-130 +88.81_123 >
m 54 +901-130 +99-130 +901-130 +901.13D +68.81.127.1
56 +9D/-130 +901-130 +901-130 +89.41-129 m
58 +901-130 +901-130 +901-130
r
60 +901-130 +901430 +89.61-129.
62 +901-130 +901-130
64 1 +901-130 +901-130 '
66 1 +901-130
67-718 +90/-130 LLI> a (0 ,�aa
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TTP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. K O
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O W
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N n a1o0 Kco
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O m coCIS N
O� �� o Z 'la
Z U- uN)LL W J uMs�O O
�- W
O_
UU X—O o
111 Z O
TABLE DIMENSIONS MAY BE o m Y Z 0Ma
ORIENTED VERTICALLY OR on O O O a :
1-1/16'NOM. HORIZONTALLY AS SHOWN. r Z D-Z �. F W LL
7/16'LAMINATED 'GLASS STACK J O
G16'LAMINATED LONG
GLASS STACK � GLASS STACK SIDE J Q �
Q
-090"SG INTERLAYER 3/16'TEMPERED GLASS 3116'HEAT STRENGTHENED GLASS �~ LONG SIDE �/ eg N W laays
3/16°HEAT 3/16'HEAT STRENGTHENED GLASS r ® Z it
3/16'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE SHORT 3S In �.09D°SG INTERLAYER
SIDE j O W Z
4 11 11 1 _ I SHORT I_ < Z cc al°as
USED AT CURVED 5 _L '1 SIDE f O Z N N
USED AT CURVED � Vt rco
FRAME MEMBERS ONLY p9 5W FRAME MEMBERS ONLY 29 5/8' w
11-7/8'O.C.MAX. GLASS BITE GLASS BITE w W
Q 11-7/8'O.C.MAX. ��ff X W a LL
1-3 1-3 �— LONG SIDE �i T ILL O
-r— I al)1 'seep sauas
EXTERIOR - EXTERIOR
//�� 20 13 1S78 21 13 SHORT ,�v LONG
mil-' SIDE Y SIDE
GLASS TYPE 6 GLASS TYPE 8
SHORT
A.LYNN MILLER,P.E.
P.E.#58705
2X WOOD BUCKSTRIP
`I EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT
'll DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, a
TYPE A 1!4"MAX SEE NOTE 2,THIS SHEEP
EMBEDMENT T SHIM
II TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVISED .
EDGE DISTANCE PER SUBSTRATE, DISTANCE as mmplyiog widr the Florida
EDGE 6 SEE TABLE 8,THIS SHEET Building Code tG.oravI IQ-
DISTANCE Amcptmm t`O
�114"MAX 'rat m Date
1 SHIM 1 BY
Mimi Dcde Prodtr,.t
4 TYP.ANCHORTYPE,
EMBEDMENT AND EDGE °
DISTANCE PER SUBSTRATE,
11 SEE TABLE B.THIS SHEEP
11 m
USED AT CURVED EXTERIOR
29 FRAME MEMBERS ONLY '' •• •. �
11-7/8'O.C.MAX. 4 11
CONCRETE/CMU • >
PER ANCHOR VISIBLE LIGHT WIDTH= 6 ¢
REQUIREMENT WINDOW BUCK WIDTH-2-3/4'
WINDOW BUCK WIDTH CONCRETE(CMU t`'y Y m
WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR > U) —j
BUCK REQUIREMENT .-• 0i
HEIGHT 1/4'MAX.SHIM -+{ HORIZONTAL SECTION A-A v eoa o N
I N OD
TIP-TO-TIP Q T U CS
WINDOW 412 STEEL
HEIGHT VISIBLE SELF-DRILLING SMS O u to a J C) Z Mo a 'p
LIGHT (G5),SEE TABLE 8, TABLE 8: =LL —LL- — t j a
HEIGHT= THIS SHEEP Anchor Substrate Min.Edge Min.Embedment Max O.C. W Z x0 SQ o6rp 0 oN
WINDOW \\\ Distance SpacIng
BUCK P.T.SOWhem Pina(SG=0.55) 8118 131B' 12 ~ m O O OMO
HEIGHT- Aluminum,6063•T5 min. wtr 0.003•• 12' O p v Z
2-314" INSTALLATION 412or N14410 SS Screw A38 Steel 3/B• 0.063•• 12• z a z °' O
METHOD D v LL
Steel Stud,Gr.33 min 318' 0.045 iB Go) 12' O
INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9116" 1318" 12' Z to
UNDERNEATH THE Aluminum,6083-T5 min. 3/B• 0.063•• 12'
B72 or g14 Steel Screw(GS) O
BEADING q38 Steel 3/8' 0.063•• 12' m F-
EXTERIOR m N F.- 7aay5
7777 Steel Stud,Gr.33 min. 3IB• 0.045' 1B Ga 12' ® m 4
C�(J 1/4"410 33 CreteFle>< Ungmuted CMU,(AS C-90) 2-1/2" 1-1/4' 12" Z J !A
MIAMI-DADE APPROVED MULLION ) Q
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min 3.35 kel 1" 13/4' 12• O F
6 STEEL FRAMING OR STEEL STUD. Concrete(min 2.85 kel) 1• 7-3/4' 12' a p (A oloas
SEE SUBSTRATE PROPERTIES, 1/4"Steel Ultracon Concrete(min 2.85 kel) 2-112• 13/B• 12"
TABLE 8,THIS SHEET Ungmuted CMU,(ASTM G90) 2-112• 1-1/4' 12" O W N N
6 Grouted CMU,(AS C-90 2-1/2' 13/4' 12• ~KK 0 O P m
�1/4"MAX SHIM 'Concrete1-1/4" 1314' 12" u1 W Z
5116'Steel Ulttacon Grouted CMU,(ASTM G90 2-1/2' 1314' 12" O X a rL
T 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL
} 1X WOOD BUCKSTRIP, enl •ase0 sa!re
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 1-10.1X WOOD BUCKS ARE
INSTALLATION 4►— EDGE 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
TYPE B SUBSTRATE,SEE TABLE B.THIS SHEET JURISDICTION.VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.M 5B705
2X WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE
DISTANCE NOTE 2,THIS SHEET TYPE G TYPE F EMBEDMENT
1X NOTE
2,THIS SHEET
EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION 114.MAX TYP.ANCHOR TYPE,EMBEDMENT AND
TYPE E 1 EMBEDMENT SHIM EDGE DISTANCE PER SUBSTRATE, EDGE DISTANCE PROWCTREV)SED
L EDGE 8 SEE TABLE 9,THIS SHEET M complying with the Florida
Beil
DISTANCE Acce:g('o'u
Acccptcace IVo--I0�O I4.
�1/4'MAX 2 BtyfmtGm
2 SHIM .. By
4 Mi Dads product
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE '
DISTANCE PER SUBSTRATE, 1t '
SEE TABLE 9,THIS SHEET EXTERIOR ¢
m
USED AT CURVED 4 �- 11
EXTERIOR 29 FRAME MEMBERS ONLY . rc
@.11-718.O.C.MAX' CONCRETE/CMU I VISIBLE LIGHT WIDTH=
WI B m
PER ANCHOR WINDOW BUCK WIDTH-23/4" '
REQUIREMENT
WINDOW BUCK WIDTH m
CONCRETE(CMU W `1 m
WINDOW PER ANCHOR > a '^aa
BUCK HORIZONTAL SECTION C-C REQUIREMENT z
HEIGHT 1/4"MAX.SHIM �-{ 0 to C)
C7 r ti a op allo
#12 STEEL N
SELF-DRILLINGSMS OJ W N
VISIBLE (GS),SEE TABLE 9, Z lL yNj IJL r�0 J "� ~
LIGHT THIS SHEET TABLE 9: Mop
HEIGHT= ` Min.Edge Max O.C. =W to Wp
Anchor Substrate Min.Embedment O U X— O
WINDOW Distance Spacing W— 02 03 j 'ON
BUCK P.T.Southern Pine(SG=.55) 811E 1-318' 12- ~'W m O (7 9Mp
HEIGHT- Aluminum,6063-T5 min. 3/6, 0. •' 17
2-3/4• INSTALLATION 012 or#14 410 SS Screw A38 Steel 3/8' 0.061•• 12• z 0:Z
TYPE H - Steel Stud,Gr.33 min. 318• 0.045. 18 Ga• 1r ... H'• Z LLO
P.T.Southern Pine(SG=0.55) 911E 1131E tr g O
EXTERIOR Aluminum,6063•T5 min. 3/8' 0,083•• 1r J
#12 or 014 Steel Screw(G5) Q
n A36 Steel NS" 0.083'• 12" H-
'`f• Steel Stud,Gr.33 min. 3!8• 0.045'(18 Ge)• tr $ aayS
Cl)(n J
Ungrouted CMU,(ASTM C-90) 2-Vr 1-1/4' 12, ® z Fa-
MIAMI-DADE APPROVED MULLION 114'410 SS CreteFlex co H-
21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kal) 1' 1314' 12' 0 Z Z
STEEL FRAMING OR STEEL STUD. Concrete min.2.85 ke8 1• 13/4' 1r O (� o1ooS
6 SEE SUBSTRATE PROPERTIES, 1/4•Steel Uitrecon Cone ale(min.2.85 ke8 2-1/2' 131E 12' LL Z W
TABLE 9,THIS SHEET Unarouted CMU,(ASTM Cam) 2-1/r 1-1/4" 12, O _J N N
Grouted CMU, ASTM C-90 2-112• 1314• 17 ti -1 1.,
5 �1/4'MAX SHIM Concrete(min.3,5 ks11 1-114• 1314' 12" w w
511E steel Ukrecon " W Q d d Grouted CMU, ASTM C;30 2-1/2' 13/4' 1r X
10
T 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. tL W
f 1X WOOD BUCKSTRIP, a91 'osep seuag
I SEE NOTE 2,THIS SHEET
CONCRETE PER
EMBEDMENT ANCHOR INSTALLATION NOTES:
• - REQUIREMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEEP.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'.1X WOOD BUCKS ARE
TYPE F �— EDGE TYP,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 7r ARE 1-11T THICK OR GREATER. V 6+ 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
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, NOTE 2,THIS SHEET
SEE TABLE 10,THIS SHEET TYPE J TYPE K
EDGE EDGE
DISTANCE 1l4'MAX
INSTALLATION DISTANCE ----���� SHIM EDGE DISTANCE
TYPE I PRODUCTRBVISED
O 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP a as co,uplying wiry the Florida
OR FRAMING,SEE OR FRAMING,SEE Building Cade
NOTE 2,THIS SHEET NOTE 2,THIS SHEET Acxplaooe Plo�Co`O Z Q
pimdoa Date f
1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE, By
4 8 SEE TABLE 10,THIS SHEET
EMBEDMENT
11 3 EMBEDMENT
rc
USED AT CURVED ra
EXTERIOR 29 FRAME MEMBERS ONLY a
11-7/8"O.C.MAX.
11 EXTERIOR
,,I� �1 M Y m
WINDOW 4 11 EO -"aa
BUCK VISIBLE LIGHT WIDTH= 5
HEIGHT III'~~~~ WINDOW BUCK WIDTH-2-314" Q e--
1/4'MAX.SHIM �{ p N Iq
CDWINDOW BUCK WIDTH N slop O
O d' a N p
VISIBLE INSTALLATION HORIZONTAL SECTION E-E z �li � z ao 0
LIGHT TYPE L =ui W
HEIGHT= U U X
o
WINDOW I-Z m O �, � JM0
BUCK #10 STEEL p W Y ^
HEIGHT- SELF-DRILLINGSMS no> O O ZO r
2.3/4" (G5),SEE TABLE 10, r Z n.Z ... F
THIS SHEET
LL
TABLE 10: g O
Min.Edge Max.O.C. aD
Anchor Substrate Distance spacing
F
2-112"x.113"Box Neil P.T.Southern Pine SG=0.65 Bile, W ® Z Z Iaays
2-112°x.131°Common Nell P.T.Southern Pine SG=0.55 318" 6" + — p H
2-1/7 x.145"Roofing Nall P.T.Southern Pine SG=0.66 318" 6° F Z
21 6 2X WOOD BUCKSTRIP EXTERIOR P.T.Southern Pine SG=0.55 12' 51 a 0 3
OR FRAMING,SEE _ #10 x 1'Steal ScraM 0.093"Aluminum,6063-75 min. 5/16" 6° LL Z Q alas
NOTE 2,THIS SHEET 1/16"A36 Steel 6/76" 6" O 3 F- N N
5 �1/a•MAX SHIM 0.045' 18 Ga Steel Stud Gr.33 5/16" S p Z 'ao
MIAMI-DADE APPROVED MUWON m W
(SEE SEPERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. v _X Z a a
STEEL FRAMING OR STEEL STUD. LL LL
SEE SUBSTRATE PROPERTIES, aplasa0 sauag
INSTALLATION TABLE 10,THIS SHEET
TYPE J a
VWN I 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'IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1@°.1X WOOD BUCKS ARE �. l ib
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-11T THICK OR GREATER. V" 6 8 I k
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.F-#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, 1/4"MAX •MORE THAN 6'O.C.
ANCHORS MAY BE NO EMBEDMENT SHIM •"
•MORE THAN 6'O.C. a 1X WOOD BUCKSTRIP,SEE PRODUCT REVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET ns complying with di°Florida
OR FRAMING,SEE 3ui1 Code
NOTE 2,THIS SHEET Aocep1eDCO Ne 16" 1
Lcpirotinn Dale
__11/4"MAX TYP.ANCHOR TYPE.EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE, " DY
4 TYP.ANCHOR TYPE, 5 SEE TABLE 11.THIS SHEET M1bmn "�Produce C
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE 11,THIS SHEET 3
USED AT CURVED EDGE m
EXTERIOR 29 DISTANCE
FRAME MEMBERS ONLY O EDGE
Q 11-718'O.C.MAX. DISTANCE
CONCRETE/CMU 11 '
PER ANCHOR
WINDOW REQUIREMENT I 4 CONCRETE(CM W Y m
BUCK I VISIBLE LIGHT WIDTH= 6 PER ANCHOR Of 4 0 '^aa
HEIGHT 114"MAX.SHIM III'���- REQUIREMENT 0 o
WINDOW BUCK WIDTH-2-3/4' p a
WINDOW BUCK WIDTH EXTERIOR }LIDn a1°0 O co
rvL o a V) d
VISIBLE
INSTALLATION TYPE O HORIZONTAL SECTION G-G Z i �cQ LL 'D Z �Mo o d
HEIGHT= FOR THIS INSTALLATION U U X N o 0
WINDOW 'METHOD ONLY, TABLE 11: LU Z 02 v O
BUCK ANCHORS MAY BE NO Min.Edge Max.O.C. o W m y 'T O nm0
HEIGHT- • MORE THAN 6'O.C. Anchor Substrate Distance Min.Embedment S cln O O v Z
2314' P.T.Southem Pine SG=0.55 9116' 1318, 6' Z Q.Z LL
#12 STEEL #12 or 014 410 Be Screw Aluminum 6063-TS min. 318" 0.063"' 6' J O
SELF-DRILLING SMS A36 Steel 3/8'- 0.063'• 6' �
(G5),SEE TABLE 10, Steel Stud Gr.33 min. 313" 0.045' 18 Ga
P.T.Scuftm Pine SG=0.55 9116" 13/8' 6'
THIS SHEET #12 cr#14 Steel Screw(GS) Aluminum,6063-75 min 3/8' 0.067 6' ® Z O
A36 Steel 3/8' 0.063"•- 6' F
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud,Gr.33 min. 318" 0.045'18 Ga 6' 00 Q Z
EMBEDMENT AND EDGE U muted CMU, TM C-90 2-11Y 1-1/4" 1Y ❑rl
-�
5 DISTANCE PER SUBSTRATE, 1/4'410 SS CreteFlex Concrete(min.3.35 kei) 1' 13/4' IT nor. Z alo°s
SEE TABLE 11.THIS SHEET
5 MIAMI-DADE APPROVED MULLION Concrete min.285 kai 1' 13/4' 12' Oa C4
r1/4'MAXSHIM Concrete min.2.85 ksi 2-1/Y 13/e, 1Y ❑ Z
(SEE SEPERATE NOA),ALUMINUM, 1/4'Steel Uttmcon w W
Mad
CMU,(AS G90 2-112- 1.1/4' tY O M.
STEEL FRAMING OR STEEL STUD. X LL a a
SEE SUBSTRATE PROPERTIES, Graded CMU ASTM C-90 2-11Y 1314' 1Y LL <L
TABLE 11,THIS SHEET 5/16'Sleel Ultreeon Concrete min.3.5 ksl 1-114' 1314' 1Y ar11 '°sa0 sal,as
INSTALLATION Groutedzu ASTMC•90 2-11Y 13/4' 12.
TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
SEE NOTE 2,THIS SHEET
• INSTALLATION NOTES: "
EMBEDMENT -
°' .. ,". 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 1-1/Y.1X WOOD BUCKS ARE G(•". ��
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.#58705
PRODUCT REVISED
as_mplying with the Fiacida
Building Cade
Acccptm-No%rpf O
zpinuian Date 9
By
Nti Bade prio t'
c
m
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS '
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
co Y m
> c� CO 'Aa8
ANGLED/CURVED ANGLED/CURVED p 0
FRAME ASSEMBLY FRAME ASSEMBLY }ti ,3 Q C4
90°CORNER 90'CORNER Q � W N
FRAME ASSEMBLY FRAME ASSEMBLY
LL N J O Z ,(g
m I = U)LL m W --a 0
�!
W flj p
LU II--ZmO 10 10ALL CORNERSf� FLANGE
ALL CORNERS TO p Y Z Z OM0
USE GASKET / USE GASKET o O rn O
AND/OR SEALAN i / AND/OR SEALANT Z d ZrO -
EQUAL-LEG FRAME y �aa4S
FLANGE FRAME Z OEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR cn Z
AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDSME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYS ATSCREW BOSSES.SEALANT AT ALL CORNERS 1IMIL SCREW BOSSES.SEALANT ATALL CORNERS 0. 3: lX NN
30
tL m
af71 'asap sauaS
•�li
A.LYNN MILLER,P.E.
REA 58705
2.784' 2.784" 2.784'
TABLES:
Item .094' --1 ir- .094• __A .094"
PGTPart# Description Material
# .074 .062' .074" .062' .074" .062"
1 4253C Flanged Frame Alum.6D63-T5 1.375" 1.375"k
2 4285 E ueN Frame Alum.8083-T5 1'875° —y- T} PROD'JCTILBVIS6D
q eg 438' 500" 438" } 500• 438' I m complying with dw Flcaib.
3 4256 Integral Fin Frame Alum.6083-T5 1.000' I n I eu tdmsCoae
Ii soo• ��{�-- .oso• ��{�+— .9so•� --�F--• .oso• A-Iq—rm 1 0 2 q.,
4 4255 7/16'Lami.Glass Beading Alum.6003-T5 1.125' Eveeadon Date q
ng t i O FLANGE FRAME O EQUAL-LEG FRAME �— o7r
6 4254 I.G.Glass Beading Alum.6063-T5 '� 2 3
#4253C,6063-T5 #4285,6063 T5 ,ct a'�ode Pra:4ia
6a 4270 Installation Fastener Cover Alum.6083 M FIN FRAME
6b 4224 Installation Fastener Cover Rigid PVC O #4256,6063-T5
10 70589C Gasket(at 90'comer Joints) Polyethylene '
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 1.206• .346'
� JR-05/0 511 8-ADDED THIS SHEET
13 Dow 899,GE 7700 Silicone or EgWv. 1.037' Imo— a WRH SPACERS&MOVED PARTS.
20 71652K Setting Block,Mono.3116'x 7/16"x 4' Neoprene,Duro.85+/-1 .875' .875' IIIVVVIIII
21 71704AK Setting Block,I.G.3/18•x 13/32"x 4° Neoprene,Dum.85+/-1 .050"
29 #6 x 1-1/4'FH SMS Stainless Steel .050" .050
30 781PQX 1#8 x 1"Quad PH SMS Stainless Steel 3/16"&1/4" I.G.GLASS INSTALLATION > c�
OGLASS BEADING BEADING FASTENER COVER m O
#4258,6063-T5 O 94254,6063 TS 6a #4270,6063 T5 v ma 0 N
O�N N 2 CDQ t l co o W r`
ZLL LnLL m
OV X— M
t»
o ❑
ALUMINUM FW-Z m •°N
SILICONE I
ELT BUM REINFORCEMENT POLYISO• DESICCANT FILL AREA o j `L Z Z oMo
STRUCTURAL BUTYLFI•lE o O O O m
• SILICONE SEAL 5/16"NOM. Z d Z H O LL
5/16"NOM.
STRUCTURAL FOAM3/16"NOM. SILICONE SEAL U O
1/4"NOM.
POLYISOBUMEN BUM T J ❑ r
WITH DESICCANT WITH DESICCANT ROLL-FORMED ¢ Z
DESICCANT FOAM STAINLESS STEEL
EXT.GLASS EXT.GLASS EXT.GLASS 0 � Z � raays
Z
EXT.GLASS
is O U) Z
Z 't°,g
INT.GLASS LASS INT.GLASS INT.GLASS O x N N
W Pr I?
7s KODISPACE 78 SUPER DURASEALP 7a XL EDGEM x 0 as
4SG TPS SPACER@NXT 77 7M SPACER SPACER al ,mo
w.
TABLE 10:
Pant# Description Material
75 Kommeding 4SG TIPS Spacer System
76 Quanex Super Spacer nXr with Hot Melt Butyl See this -
Sheet for
77 Quanex Duraseal Spacer Materials
78 Cardinal X_Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8958&8970 A LYNN MILLER,P.E.
P.E.f#58705