HomeMy WebLinkAboutProduct Approval (3) MIAMI-DADE MIAMI-DARE 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.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product
Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the .Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled"Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13,with revision 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
MlAMI•DADE COUNTY Expiration Date: February 19,2019
® f-71�q �� ApprovaI Date: August 04,2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Duraseale spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
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 NDA 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 Cotrol aminer
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-5'h
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
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15,
expiring on 07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Manuel Pe z,I.E.
Product Control lqkamper
NOA No. 1 ..9.14
Expiration Date: February 19,2019
Approval Date: August 04,2016
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51" Edition (2014), dated May
20, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0528.26)
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D.Brinson,P.E.
(Submitted under previous NOA No. 13-0502.03)
4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series"PW-
701/720/820"Aluminum Fixed Window—L.M.I."approved on 07/09/15 and expiring
on 02/19/19.
Manuel a .E.
Product Contr 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),57H EASTM E1300-09DITION DESIGN PRESSURE RATING IMPACT RATING
•
IMPACT-RESISTANT FIXED WINDOW •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 44GHTW4DTH 45-1/4"VISIBLE 4 I-1/4"VISIBLE
PRODUCT REV/SED
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS ��1 II(� LIGHT WIDTH,I LIGHT WIDTH as wmplyirng with th'n Flmi&
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD - — 6"MAX• I �D,SHEET 7 I 6"�. F,SHEET 8 r'— 2"MAX• A 16� 2Ci 14-
LITE
¢
LITE(CAP)MUST TEMPERED. B,SHEET 6 H.SHEET 9 Ecpimlisn;iJux- ,-iSL✓A tq
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, I I I A
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY y
Miami %.kr~ti' v
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. SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 G.SHEET 9 G, HEET 9
HEIGHT I BUCK
4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE L _,_______ L m
CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE HEIGHT JR-05/05!16-ADDED SHEET 11
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92.114' 93-114' WITH SPACERS 8 MOVED PARTS.
WOOD BUCKS DEPICTED AS 2XARE 1-112"THICKOR 12"MAX. I VISIBLE 12"MAX. i 93-1/4' I VISIBLE
LIGHT
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5"MAX. �
DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT}T
STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS I / 96" / HEIGHT I / 96" M Y m
THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP TO BUCK LU
ARCHITECT OF RECORD,(ADR). TIP I I HEIGHT 0, a •"aa
i HEIGHTi I N
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE ❑ rn O
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I 1 r n ;"t alcp Uco
SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 I .1 I I O�m W N
ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION
ANCHORS SHOULD BE SEALED.OVERALL -� z '9 I;
F,SHEETS
Z LL tn Ll co J --a ❑
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 6' I--r-B 12"MAX.D.C. 6" L—D 12'MAX.O.C. H.SHEET 9 =W (A W
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX, SHEET 6 MAX. SHEET 7 2"MAX U U X— a ❑
THE SCOPE OF THESE INSTRUCTIONS. 5'MAX.O.C. UJ Z U 2 10
6)MAX.114'SHIMSAREREQUIREDATEACHANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION cl LU m o " z z p
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z a zz O O
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING v Q LLO
APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE �
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: 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: W
MA)C, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. U qy laays
7)DESIGN PRESSURES: GENERAL NOTES........................1 ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME ® m Z rn
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. W FF_
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5F_0
Z
E1300. DESIGN PRESSURES..................2-5 12"O.C. / )•. —WIDTH -1 I—WIDTH---II I-.—WIDTH--i �—WIDTH --{ Q ❑ Z slogs
B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. T 1———— ———', T ———� I r- -� T Jr- 1 0 � Q 04 N
PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T T
ANALYSIS AND GLASS PER ASTM E1300. po
INSTALLATION,INT.FIN A..........8 I I I K ❑ W
INSTALLATION.INT.FIN B...........9 / r7 v W z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6" = I I x I x I I = I I x w a D.
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 MAX
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................11 1 L J L— —J apl osap savas
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS •
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR F" WIDTH �( I�WIDTH—�{ F+-WIDTH--I F�WIDTH-� \\t • ""f,
t
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1: r-—— r— —1 r 1 , �,�DNY LY... i�i
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPa Description Sheet i i•' LICEP7��'•,�(�
SHALL MEET THE REQUIREMENTS OF THE FLORIDA # 6/ L�7 c�7 c�7 �f -•P ;-
BUILDING CODE FOR CORROSION RESISTANCE. 1 7/16°Lam! 3116"An-.090'PVB-3116"HS) 2 = s _ _ _ _ N�,gg705 -•,'t
2 7/16"Lam!3116"HS-.090°PVB-3116'HS 2 1 1 _
9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 3 1-1/16"Laml.IG(3116'T-7116"Alr-3116"An-.090'PVB-3/16"HS 3 1 1 1 L— —J
ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSIIAF&PA 4 1-1116"Lemi.IG(3/16'T-7J76°Alr-3116'HS-.090"PVB-3116"HS 3 g(�j _-
NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN r—WIDTH F� WIDTH--i F�WIDTH+-{ �-WIDTH-� O••
MANUAL. 5 7116"Lemi 3116'An-.090'SG-3116°M 4 _—— 8TA7E OF
6 7/16"Lam! 3116"HS-.090"SG-3/16"HS 4 T� F Tr ' (�'•,�, ��
7 1-t118'LemI.IG 3118"T-7116"Air-3r16'An-.090"SG-3/16"An 5 F %Ui1� Jf<......•',\a`�.
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 ~s rs = i f G
8 1-1/16"Laml.l0 116"7.7/16"Air-3116"HS-.090"SG-3116"HS 5
SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES w y/ W % ''�/JFla
MAY ALSO BE REFERRED AS THE 701 SERIES. "SG"='KURAi2AY SENTRYGL�IS INTERLAYER'BY KURARAY AMERICA,INC. = x x I
"PVB°="KURARAY BUTACITE PVB INTERLAYER"BY KURARAY AMERICA,INC. L L - L I
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 2:
Window Design Pressure(+/•,psf)forGlass Type 1
Long Side(in) 7/16'LAMINATED
F71"8 72 76 80 84 88 92 96 100 104 109.1/2 GLASS STACK
30 +1-80 +/_80 +/-80 +150 +1-80 +1-80 +/-80 +1.80 +150 +150
32 +150 +/50 +/-80 41$0 +150 +1-60 +150 +150 +150 +150 .090"PVB INTERLAYER
34 +150 +150 +1-80 +150 +150 +1.80 +1-80 +150 +1-79.8 +1-79.4
36 +150 +/50 +150 +150 +150 +1-79.7 +1-77.2 +f75.1 +1-73.4 +1-72.2 3/18°HEAT STRENGTHENED GLASS
38 +150 +/50 +150 +150 +1-781 +/-75.2 +1-725 +1-70.3 +158.5 +I-66.33118"ANNEALED GLASS PRODUCT REVISED
".p19is8Nifh do Mori&
40 +150 +150 +1-79.8 +1.77.2 +I-74.3 +1.71.3 +157.9 +1-65.1 +153.4 +151.842 +150 +150 +1-77.4 +1.74.3 +1-71.3 +/-68.2 +/-64.7 +151.6 +/.59.8 +158.2 1 Acccp44 +150 +1-78.9 +1-75.4 +1-721 +I-68.9 +1-65.6 +I522 +159.7 +/-57.5 USED AT CURVED
46 +150 +150 +1-77.2 +1-73.6 +1.70.1 -1-688 +1-63.5 +1-60.3 +157.7 FRAME MEMBERS ONLY 29 5/8" LONG SIDE
a 48 +150 +I-79.3 +1-75.8 +1.71.9 +1-68.3 +154.9 +1-61.5 +1-582 Q 71-718'O.C.MAX. GLASS BITE �- DY
50 +150 +/-77.5 +1-74.1 +170.3 +/-66.7 +1531 +159.7 1$ T Miam' a eProduct Cmr
E 52 +/-79.1 +1-75.6 +1-724 +1-88.8 +155.1 +151.5 f
54 +l-7Zq +1-73.8 +1-70.5 *161.3 +1.63.5 SHORT ;
58 4-758 +1-72 +1-68.6 +1-65.3 EXTERIOR
RIC
R 20 13 SIDE a"
58 +1.74.2 +1-70.3 -1-66.8
BO +1-727 +158.7 +155
sz +rat.z +1-67.1
GLASS TYPE 1
64 +159.7 +1-85.5
[--T - LONG SIDE
66 +/583 -�
67-718 +167 + _
NOTES: T R/,� m m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT
S�� � a ca
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. `Z
v
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O OO o
> n area O m
cli
TABLE DIMENSIONS MAY BE O '� N
ORIENTED VERTICALLY OR O-J N J a Z e r
HORIZONTALLY AS SHOWN. =LL- rn LL m W ""'o'a 0
U U X S9 o ❑
TABLE 3: W m O f7 Dma
Window Design Pressure(+/-,psf)forGlass Type 3 o O Orn O
Long Side(in) Z O..Z .� F- W LL
1-1/16"NOM. Try 6"LAMINATED ¢
67-718 72 76 BO 84 88 92 98 100 104 109-V2 J M
GLASS STACK m N
30 450 +1-80 +150 +150 450 +150 +1-80 +150 +150 +150 +1.80 GLASS STACK J Q
32 +150 +150 +150 +150 +150 +150 +15D +150 +1-80 4-80 a/50 3/76'HEAT ~
34 +1.80 +/50 +150 +150 +ISD +150 +150 +/50 +150 +150 +150 -I SHORT a, co W /aayg
3116'TEMPERED GLASS STRENGTHENED GLASS '1 SIDE ® a Z Im
36 al$0 +150 +150 +150 a/50 +/50 +150 +/50 +15D +150 +150 Z) co
38 +150 +150 +150 +150 4/50 +150 -1-80 +/50 +/-79.4 +/-76.4 +1-74.3 3/16"ANNEALED GLASS ? co i--
40 +150 +150 +150 +150 +150 +150 +150 +/-76.7 +/73.5 +/-70.9 +159 1 7/16"AIR SPACE .090"PVB O CO Z
42 +150 450 +1-80 +15D +150 +150 +1-77 +/-73.1 +159.8 aI58.9 +155.2 INTERLAYER < Z of a/M�s
44 +150 +/50 +150 +150 +150 +1-778 +1-74.1 +/.70.3 +/-67.5 +/-63.9 11 u_
oD- cc
46 +150 +/50 +1.80 +1-60 +1-79.2 +1-754 +1-71.7 +158.1 +/-65.1 5 LONG 0 (-nN co
a_ 48 +150 450 +150 +150 +1-77.2 +/-733 +1-69.5 +155.8 USED AT CURVED SIDE w U1
rn 500 +/50 +150 -1-79.4 +/.75.3 +1-71.3 +157.5 FRAME MEMBERS ONLY 29 518" O < W
n +15GLASS BITE
Q 52 +150 +150 +150 +1.77.7 +1-73.5 +1595 a0 11-718'O.C.MAX ❑
U) 54 +150 +150 +1-79.6 +1-76 +1-71.8 1-3 MILL -.0 sauag
56 -150 +150 +1-77.5 -1-73.8
58 +150 +r-79.4 +/-75.4 EXTERIOR
60 +150 +1.77.8 +7.73.5 a 7_7 21 13SHORT
'
62 +150 -1.75.8 I f
84 +1-788 +1-74 SIDE
BB +1.77.5 GLASS TYPE 3
67.718 1 +1.74.9 1
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. rr
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
A.LYNN MILLER,RE
P.E.#58705
TABLE 4:
window Design Pressure(+/-,psQ for Glass Types 2&4
Long Side(in)
67-718 72 76 80 84 88 92 1 96 100 104 109-1/2 1 112 116 120 124 128 132 136 140 144 -
30 +1-80 1 +/10 +1-80 +IAO +1-80 +1-80 +1-80 1 +1-80 +1-80 +1430 +/-80 +1-80 +1-80 +I-80 +/A0 +1-80 +/-80 +1-80 +1-80 +1.80
32 +1$0 1 +1A0 +lAO +IAO +1A0 +/AO +1-80 1 +IAO +IAO +1A0 +IAO +IAO +/AO +/-80 +IAO +1-80 +1-80 +/.80 +1-80
34 +110 +/10 +110 1 +IAO +IAO +1-60 +/AO 1 +IAO +IAO +IAO +IAO +110 +1.80 +/AO +/AO +1-80 +/-80 PRODUCT REVISED
36 +IAO +IAO +1-80 +IAO +1A0 +1A0 +IAO +IAO +/10 +IAO +/AD +fAO +1.80 +IAO +1A0 +IAO m compllvig 10b d.Florid-
38 +IAO +IAO +IAO +IAO +110 +/A0 +1_80 +/-80 +1
O 10 +110 +1-80 +110 +1A0 +/-80 Buldmg Cade "
40 +1-80 +1 AO +IAO +1A0 +1-80 +IAO +110 +1-80 +1-80 +J-80 +110 +)A0 A°ceplmcoyjS;�'o�1'
42 +/10 +1-80 +/AO +1-80 +1-80 +1-80 +1-60 +110 -/-80 +110 +110 pimfionL
44 +110 +110 +110 +1A0 +IAO +1-80 +110 +fAO 1 +1.80 +/AO 0y
46 +1A0 +1A0 +1A0 +110 +110 +1-80 +/A0 +/-80 1 +1A0
Miami
48 +110 +110 +IAO +1-e0 +110 +lAO +110 +1-80
m 50 +110 +1-80 +1430 +1A0 +1-80 +110 +lAO
g
52 +IAO +110 +1A0 +(AO +IAO +1.79.1
m 54 +/AO +IAO +IAO +1A0 +/-78.6
56 +110 +/10 +/10 +1.79.1 m
58 +/A0 +1A0 +110
60 +110 +110 +/-79.3
62 +IAO +1A0
z
84 +110 +IAO
66 +1-80 M Y m
67-718 1 +110
NOTES: � a ^a8
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 0' r
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Oco 0
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. (0 N>-n t.- al°0 p
v N fn D Oi
OJ rn`�' o W
z AG
Z LL vii LL W J -.10 O
W
UU X 0
W Z 0:2 a0 O '°N
1-1116"NOM. TABLE DIMENSIONS MAYBE F-> m O `t Z DMo
GLASS STACK 7116"LAMINATED. ORIENTED VERTICALLY OR ro Q O CD O N
7116'LAMINATED —�{ HORIZONTALLY AS SHOWN. .-Z D.Z w
GLASS STACK I GLASS STACK Q W O
3116"HEAT STRENGTHENED GLASS LONG J
.090"PVB INTERLAYER 3116"TEMPERED GLASS SIDE
3116"HEAT STRENGTHENED GLASS I¢- F-
3/16"HEAT • �— LONG SIDE m
STRENGTHENED GLASS 7116"AIR SPACE .090'PVB INTERLAYER ® /aayg
3/16°HEAT STRENGTHENED GLASS T w Z �
4 11 SHORT < O W F-
11 5 SIDE LU Z
USED AT CURVED USED AT CURVED ii SHORT I-- LL z °I°'S
FRAME MEMBERS ONLY 2g Sl8" FRAME MEMBERS ONLY 29 UU 5/8' J— SIDE I— p OCD
Qa 11-718"O.C.MAX. GLASS SITE 11.7/8"O.C.MAX. GLASS STE � Z r�
1-3 1.3 cwi OW t» 3r
LONG SIDE ��I X W D-O-
EXTERIOR EXTERIOR I"�- -I L
20 13 GJ 75-78 21 13 allly 'asap sa/iag
GLASS TYPE 2 GLASS TYPE 4 SHORE
E �0 LONG
DE SIDE ..
1_
SHORT
SIDE
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 5:
Window Design Pressure(+/-,psf)for Glass Type 5
Long Side(in) 7/16"LAMINATED �J
67.718 72 1 76 80 84 88 92 96 100 104 1 109-112 GLASS STACK
3D +901-125.4 +901-120 +901-115.5 +90'-111.5 +901-108.5 +901-106 +901-104.5 +901-103.5 +90f-1025 +90f-100.7 +9(1-97.9 4G-SS
NTERLAYER
32 +901-116.9 +901-110.8 +901-105.3 +9N-101.6 +901.98.7 +901.95.7 +901.923 +901.90.6 +901-90.3 +1-89.9 +1-89
34 +901108.9 +901-103 +901-98.8 +901-95.1 +901-91.8 +1-882 +1-84.4 +l-81.5 +/-80.1 +1-79.6 +1.79.4 NNEALED GLASS
36 +901-1026 +90'-97.1 +901-928 +1.88.9 +1-85.5 +1-826 +1-79.7 +I-77.2 +175.1 +/-73.4 +1-72.2 3/16'ANNPRODUCT REVISED
36 +901-98.4 +901-922 +/-86.7 +1-83.2 +1-80.7 +1-78.1 +1-75.2 +1-725 +1-70.3 +1-88.5 +1-68.3 �z complying with the Florida
40 +901-94.6 +1-88.2 +1-826 +/-79.8 +1-77.2 +1-74.3 +f-71.3 a/-67.9 +185.1 +/53.4 +1-61.6 4 Baildig Cod.
42 +901-91.3 +1-84.7 +1-80.7 +1-77.4 +1-74.3 +l-71.3 +158.2 +1-64.7 +141.6 +159.8 +158.2 USED AT CURVED A=ptea..No44 +1-88.3 +152.4 +1-78.9 +1.75.4 +1-72.1 +1-68.9 +155.6 +1522 +1.59.7 +157.5 FRAME MEMBERS ONLY 2 " ' iDate- '48 +155.4 +/50.8 +1-77.2 +l-73.6 +1-70.1 +1.66.8 +153.5 +/$0.3 +1.57.7 @ 11-718"O.C.MAX. BITE I-r- LONG SIDE Byv 48 +1527 +1-79.3 +I-75.6 +1.71.9 +188.3 +154.9 +1-61.5 +1-58.2 I'"=, de ProhtcY
50 +/50.9 +1-77.5 +1-74.1 +1-70.3 +I-88.7 +1831 +1-59.7 1� TE 52 +l-79.1 +/-75.6 +1-724 x158.8 +I-65.1 +1.81.5
54 +1-77.4 +1-73.8 +l-70.5 +157.3 +153.5 EXTERIORSHORT56 +1-75.8 +1-72 +158.6 +155.3 SIDE
a:
58 +/-74.2 +I-70.3 +156.8 m
60 +1-727 +1-68.7 +1-85 GLASS TYPE 5
62 +/-71.2 +1-67.1
64 +/-697 +155.5 >
66 +158.3 �- LONG SIDE -� z
67-718 +/87
NOTES: SHORT W M U m
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE fY > anaa
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. 0 0
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. }n � ar o0 p
N m
TABLE DIMENSIONS MAYBE J M m W '� N
OFUENTED VERTICALLY OR 0-1 N o Z �& r
HORIZONTALLY AS SHOWN. Z LL LL co W
=LU 1/1 6 0
TABLE 6: UJI Z 02 105 'aN
F-W m O O 9M0
Window Design Pressure(+/.,pst)for Glass Type 7 y n> O p v Z c r_
Long Side(in)
9 z D:Z W L�
67-7/8 72 76 60 84 88 92 96 100 104 109-112 1-1/16"NOM. g O
30 +901-130 +901-130 +90030 +907-128 +901-1226 +901-119.8 +901.1181 +901-117 +901-1158 +901-1127 +90Y-109.9 GLASS STACK 7116"LAMINATEDJ ¢ `t
32 +901-130 +90'-1251 +901-118.9 +90'-114.8 +9D1-111.5 +901-108.1 +901-104.3 +901-1024 +901-102 +901-101.4 +9d-99.7 GLASS STACK F
34 x901-123.1 +901-116.4 ag01-111.7 +9d-107.5 +901-103.8 +901-99.7 +901-95.3 +901-921 +9w-90.5 +/-90 +/-89.6 -J SHORT fO LU 1aav5
36 +901-116 +9d-1098 +901-104.8 +901-100.5 +901-986 +901-93.3 +1-90 +/-87.3 484.9 +1-82.3 +I-81.2 3/16"TEMPERED GLASS • 3/16'ANNEALED GLASS -I SIDE ® rn Z
38 +901-111.2 +90'-104.2 +901-97.9 +901-94 +901-91,1 +1582 +154.9 +1-81.9 +179.4 +1-76.4 +1-74.3 k
ANNEALED GLASS F,
40 +901-106.9 +90'•99.6 +901-934 +901-90.1 +/-87.2 +1.84 +1-80.5 +/-7fi7 +1-73.5 +1-70.9 +/89 7116'AIR SPACE "SG INTERLAYER s O � Z
42 +901-1032 +901-95.7 +901-91.2 +1-87.4 +184 +1-808 +1-77 +/-731 +149.6 +156.9 +/-65.2 ¢ 0 � aloas
.. 44 +901-99.7 +90'-93.1 +159.1 +155.2 +1-81.4 +1-77.8 +/-74.1 +1-70.3 +147.5 +183.9 11 a Z D-
c 46 +901-96.5 +901-91.3 +1.872 +1-83.2 +/-79.2 +1-754 +1-71.7 +158.1 +145.1 5 O Z 00
r�
a, 48 +901-93.5 +/-89.6 +155.4 +151.2 +1.77.2 +/-73.3 +159.5 +/55.8 LONG 0 O
50 +901-91.4. +1-87.6 +153.7 +l-79.4 +1.75.3 +1.71.3 +157,5 USEDATCURVED SIDE Lu
e FRAME MEMBERS ONLY 29 " U W1n V 352 +1-894 +155.5 +I-81.8 +f-77.7 +1-73.5 +159.5 BITEX W 0_D-
64 +1-875 +1.83.4 +1-79.6 +/•76 +1-71.8 @ 11-718'O.C.MAX. LL 0
56 +1-856 +/-81.4 +1-77.5 +1-73.813 saua558 +1-83.8 +1-79.4 +1-75.460 +1-821 +l-77.6 '+1-73.5 EXTERIOR62 +1504 +J-75.8 1s'/e _ I SHORT I f
64 +l-78.8 +1-74 "I SIDE
66 +x-77.2 GLASS TYPE 7
67-718 1 +1-749
NOTES: .'
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. n
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS.
A.LYNN MILLER,P.E.
P.E.R 58705
TABLE 7:
Window Design Pressure(+/-,pso for Glass Types B&8
Long Side(in)
67-718 1 72 76 80 84 88 92 96 100 104 109-112 112 1 116 120 124 128 132 136 140 144
30 +90/-130 +901-130 -901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130
32 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90f-130 +901-130 +901-130 +901-130
34 +901-130 +901-130 +901-130 +90f-130 +901-130 +901.130 +90/-130 +90!•130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 PRODUCT REVISED
36 +901-130 +901-130 +901-130 +901-130 +90l-130 +901-130 +901130 +901-130 +901.130 +901-130 +90l-130 +901-130 +901-130 +90/-130 +901-130 +901-130 -s complying with the Fk id-
38 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90l-130 +901-130 +901-130 +90t.130 +90l-130 +901-130 +901.129.2 +90f-127.3 Building Codey -C) c).t4-
40 +901-130 +901-130 +901-130 +90f-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90-126.8 +901-123.2 +90!•122 ex A0�.1.m
42 +901.130 +901-130 +90!-130 +901-130 +901-130 +901-130 +901.130 +90f-129.3 +901-123.2 +90'•119.7 +901-116.4 r�tkm Date �r`
44 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +9(1-124.5 +9d-119.4 +901-115 By
'� 46 +90l-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90'-126.9 +0-120.5 +901-115.3
Muni Dade P, ea
48 +90/-130 +901-130 +901-130 +901-130 +901-130 +90f-129.7 +901-123 +90'-116.5
N 50 +901-130 +901.130 +901-130 +901-130 +901-130 +90'426.2+89.41-119.
r
,g 52 +901-130 +901-130 +90l-130 +901-130 +901-130 +88.81-123 z
m 5 +901-130 +901-130 +901-130 +901-130 +88.61127.1 rc
56 +901-130 +901-130 +901-130 +89.41-129 m
58 +901-130 +901-130 +901-130
60 +90f-130 +901-130 +89.61-129. u
62 +901-130 +901-130 '
z
' 64 +901-130 +901-130
66 +g01-130
c1 Y m
67-7/B +90/-130
NOTES: > '^aa
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. O u1 N o
4)THIS 3)FOR HEET APPLIES ONILYD�O FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WIWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLETH�IN-FRAMED WINDOWS.
OVERALLVE WHICH THE DIMENSIONS COMPLETELY FIT WITHIN. O cq C a w N
m o n
Z LL- �_LL W zi uMD O O
W
UU XW 6 m
WZ O2 m eN
TABLE DIMENSIONS MAYBE o LU m O c) 9Ma
ORIENTED VERTICALLY OR or O v v
1-1/16"NOM. HORIZONTALLY AS SHOWN. `-'Z d Z W LL
7!16'LAMINATED
GLASS STACK 7116"LAMINATED LONG g J O
GLASS
GLASS STACK � I- � GLASS STACK SIDE J Q
a r
.090"SG INTERLAYER 3116"TEMPERED GLASS 3/16'HEAT STRENGTHENED GLASS Imo'— LONG SIDE � LU hays
3116'HEAT *"AIRSPACE
"HEAT STRENGTHENED GLASS ® m Z K
STRENGTHENED GLASS 7/1 'SG INTERLAYER #
3/16"HEAT STRENGTHENED GLASS SHORT �i/ _
LU
4 11 I SIDE y/ SHORT I_ < Z Q z
--�- SIDE f lUSED AT CURVED O Z N NUSED AT CURVED ~ 1 �FRAME MEMBERS ONLY Qg 518" ' � � �FRAME MEMBERS ONLY wQ 11.7/8"O.C.MAX. GLASS BRE BITE U DIQ 11-716'O.C.MAXXW1-3 -+— LONG SIDE —moi W DTpt 'xa0EXTERIOR EXTER20 13 SHORT LONG
SIDE / SIDE
GLASS TYPE 6 GLASS TYPE 8
SS HORDET
A.LYNN MILLER,P.E.
P.E.#58705
2X WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT
DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B
INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP,
TYPE A 1/4"MAX SEE NOTE 2,THIS SHEET
EMBEDMENT T SHIM
I 1I TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVISED
EDGE DISTANCE PER SUBSTRATE, DISTANCE as comptyingavith III Florida
EDGE 6 SEE TABLE 8,THIS SHEET Building Code .r Q�
DISTANCE Am.:Pr°a''c 140
114'MAXDnte
1 SHIM 1
Dy
4 TYP.ANCHOR TYPE,
Miam Dcdt Prodwt Con
EMBEDMENT AND EDGE °
DISTANCE PER SUBSTRATE, >
11 SEE TABLE 8,THIS SHEET
USED AT CURVED 11 .• m .
29 FRAME MEMBERS ONLY EXTERIOR ,
@ 11-718-O.C.MAX. .. 4 11
CONCRETEICMU >
PER ANCHOR I � VISIBLE LIGHT WIDTH= 5 a•,
REQUIREMENT !� WINDOW BUCK WIDTH-2-3/4'
WINDOW BUCK WIDTH CONCRETE/CMU c2 Y m
WINDOW TIP-TO-TIP WINDOW WIDTH PER ANCHOR j to 'naa
EXTERIOR
BUCK REQUIREMENT a 0
HEIGHT 1!4'MAX.SHIM --�{ �+— HORIZONTAL SECTION A-A }ti t aoo o N
op
TIP-TO-TIP I I O M t N
WINDOW #12 STEEL CD 0
HEIGHT VISIBLE SELF-DRILLING SMS Z LL N LL � °Mo a
LIGHT (G5),SEE TABLE 8, TABLE 8: =tL c-- W
HEIGHT= THIS SHEET Min.Edge Max O.C. U C) X- o 0
\\\ Anchor Substrate Distance Min.Embedment Spacing Lu Z O 2 00 E5 'ON
WINDOW
BUCK P.T.Southern Pine(SG=0.55) 8116' 7�'/8' 12" ~o W m� � O DMO
HEIGHT- Aluminum,6063-T5 min. 318' 0.063", 12" n> O O O
INSTALLATION #12 or#ta 410 ss Screw o
2.314" A36 Steel 318' 0.063'• 12' Z li Z H LL
METHOD D Steel stud,Or.33 min. are• g.oas(18 Ge)• 12' g O
INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9/18' 1-18• 12' rp
UNDERNEATH THE Aluminum,6063-T5 min. 318' 0.063"• 12'
#12 or#14 Steel Screw(GS) ¢ O
BEADING A36 Steel 3/8' 0.063" 12• H
EXTERIOR rn CO F- 1aay5
Steel Stud,Gr.33 min. 318' 0.045'(18 Ge)• 12' ® rn
Ungrouted CMU,(ASTM G90) 2-117 1-1/4' 12' Z J fn
MIAMI-DADE APPROVED MULLION 114'410 SS CreteFlax Z
Concrete(min.3.35 kat) 1' 1.3/4' 12' Q
21 (SEE SEPERATE NOA).ALUMINUM, Concrete(min.2B5 kel) 1' O ~
1-3/4' 12'
Z Z 5F--s
SEE SUBSTRATE PROPERTIES, 1/ 4'Steel Ullracon Concrete(min.285 ksl) 2-1/7 1-3/8• 12' u_ _Z
TABLE 8,THIS SHEET Ungrouted CMU,(ASTM C-90) 2-117 1-1/4' 12' 0 § W N
6 Grouted CMU, ASTM C-90 2-1/7 1.314' 12' in CD N 07
r1l4"MAX SHIM 'Concrete(mlm 3.5 kal) 1-1/4' 1-3/4' 12' W W Z 1717 09
5116'Steel Ultraeon O X g tL d
Grouted CMU ASTM G90 2-1/7 7.314' 12'
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. a
1X WOOD BUCKSTRIP, B!1 '= 0 sauag
SEE NOTE 2,THIS SHEET ,
CONCRETE PER ,-
EMBEDMENT ANCHOR INSTALLATION NOTES:
v REQUIREMENT -
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2.WOOD BUCKS DEPICTED ON THIS SHEEP AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1@".1X WOOD BUCKS ARE - �/�_
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. 6 b
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING „, -
TYPEB SUBSTRATE,SEE TABLE 8,TH IS SHEET JURISDICTION.
VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA 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
ZX WOOD BUCKSTRIP INSTALLATION INSTALLATION
EDGE OR FRAMING,SEE
DISTANCE -' NOTE 2,THIS SHEET TYPE G TYPE F EMBEDMENT
1X TE 2,THIS S SHEET EMBEDMENT SEE NOTE 2,THIS SHEET
INSTALLATION 1/4 MAX
TYPEE EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, PRODUCT REVISED
8 SEE TABLE 9,THIS SHEET DISTANCE m.camplying with the Florida
EDGE Duldng Code
DISTANCE 2 /uxeptsnu No%G"'04VC)!4.�
�1/4'MAX E*0
Date .l,V
2 SHIM Mde product nn ul
TYP.ANCHOR TYPE, t
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
11 SEE TABLE 9,THIS SHEET 11 p
� � m
USED AT CURVED EXTERIOR
4 v 11
EXTERIOR 29 FRAME MEMBERS ONLY •.. v a
@ 11-7/8'O.C.MAX. CONCRETE/CMU I VISIBLE LIGHT WIDTH= 5
WIu
NDOW BUCK WIDTH-2-3/4"
PER ANCHOR '
REQUIREMENT /
WINDOW BUCK WIDTH
CONCRETE/CMU W t7 nm
WINDOW PER ANCHOR > a
BUCK HORIZONTAL SECTION C-C REQUIREMENT 0
HEIGHT 1/4"MAX.SHIM —►{ D
#12 STEEL p M W , N
SELF-DRILLING SMS
VISIBLE (G5),SEE TABLE 9, O J N J oo Z kB r
LIGHT THIS SHEET TABLE 9: Z u- 0 U- Co W uMwO
HEIGHT= Min is Edge Max O.C. =W (A p p
Anchor Substrate Min.Embedment U U X m
WINDOW Distance Spacing W Z p 5or/
BUCK P.T.Southem Pine(SG=0.55) 9116' 1-318' 12° �__W m O 'T C7 9M0
HEIGHT- Aluminum,6063.75 min. 8' 0. "• 2"
2 3 3/4' INSTALLATION #12 or#14 410 SS Screw A38 Steel 3/8° 0.063°` 12" o Z d Z 0-
TYPE H Steel Stud,Gr.33 min. 318' 0.045'(18 Ga)• 12' H Z LLp
P.T.Southern Pine(SG=0.55) 9116' 1-316' 12' g O
EXTERIOR Aluminum,6063-T5 min. 3/8' 0,063" 12' J H-
#12 or#14 Steel Screw(G5) rn F-- J
A38 Steel 318' 0.063'` 12°
Steel Stud,Gr.33 min. 318' 0.1145'(18 Ga)• 12' ® N IaayS
(Q J
Ungrouted CMU,(ASTM C-90) 2.1/2' 1-114" 12"
MIAMI-DADE APPROVED MULLION 114'410 SS CfateFlex rq
Concrete(min.3.35 ksl) 1° 1.3/4' 12° _ 0 Z Z
21 (SEE SEPERATE NDA),ALUMINUM, F. p
STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ks8 1' 1.914° 12" < C7 otaos
B Concrete(min.2.B5 ksi) 2-112' 1318' 12"
SEE SUBSTRATE PROPERTIES, 1/4'Steel Ultrecon u_
Ungrouted CMU,(ASTM C&0) 2-112' 1-1/4' 12" O J o O
TABLE 9,THIS SHEET .� N N
Grouted CMU ASTM G90 2-112' 1-3/4" 12" ~ J n m
5 114"MAX SHIM Concrete(min.3.5 ksp 1-1/4' 1-3/4" 12" w 0
5116'Steel Uliracon O W
Grouted CMU, ASTM G90 2-112' 114' 12" X p a d
T 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL W
} 1X WOOD BUCKSTRIP, apt 'e 0 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 1.112'.1X WOOD BUCKS ARE Z.
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. V
TYPE F �'- DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING s o_I
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.#68705
TYR ANCHOR TYPE, 2X WOOD BUCKSTRIP
EMBEDMENT AND EDGEMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION
DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET
TYPE J TYPE K
SEE TABLE 10,THIS SHEET
EDGE
EDGE
DISTANCE 1/4'MAX
INSTALLATION DISTANCE SHIM EDGE DISTANCE —«
TYPE IO PRODUCTREV/SED 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP a os wmptying with the Florida
OR FRAMING,SEE OR FRAMING,SEE Building Cage
NOTE 2,THIS SHEET NOTE 2,THIS SHEET Acceptnoae No�(o-O �LQQ-
pimtim Date _Lu 9
114"MAX TYP.ANCHOR TYPE,EMBEDMENT AND Ey
3 SHIM EDGE DISTANCE PER SUBSTRATE, Miami
4 6 SEE TABLE 10,THIS SHEET
EMBEDMENT
11 � 3 EMBED1MENT
L
USED AT CURVED
EXTERIOR 29 FRAME MEMBERS ONLY
@ 11-7/8"O.C.MAX
C
11 EXTERIOR
c� Y m
WINDOW 4 11 UJ a to •�aa
BUCK VISIBLE LIGHT WIDTH= I 6 -
HEIGHT WINDOW BUCK WIDTH-2-314" ""111 ❑ "t O `'
1/4°MAX.SHIM —+{ tp N cc
WINDOW BUCK WIDTH }t+ � e1o0 O
0 v cc
4 O o
VISIBLE INSTALLATION HORIZONTAL SECTION E-E O LL N LL o ? mo
LIGHT TYPE L =LL LL `� W o
HEIGHT= OC-) X U7 0
WINDOW
LU Z O; cD = 'eN
BUCK #10 STEEL o W m O U Dma
HEIGHT- SELF-DRILLINGSMS ^> O O O
2-314" (G5),SEE TABLE 10, Z 0.Z
LL
THIS SHEET ~ O
TABLE 10:
Min.Edge Max,O.C. a0
Anchor Substrate Q
Distance Spacing
2-112"x.113"Box Nall P.T.SoUthem Pine SG=0.55 5/16' S' ® `8N, U) iaa45
2-1/2"x.131"Common Nell P.T.Southern Pine SG=0.65 318" 51 Z O H
2-112"x.145'Floating Nail P.T.Southam Pine SG=0.65 318" 5" Z
21 B P.T.Southern Pine SG=0.55 1/2' S' O
2X WOOD BUCKSTRIP EXTERIOR ¢ Z ,Jj W—S
OR FRAMING,SEE #10 x 1"Steel Screw' 0.093"Aluminum,6063-T5 min. 5116° S.
NOTE 2,THIS SHEET 1/16 A36 Steel 5116" 6" 0 � F- N N
5 �1/4'MAX SHIM 0.045 18 Ga Steel StudGr.33 6116° 5" ❑ CO
MIAMI-DADE APPROVED MULLION U W
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
(SEE SEPERATE NDA),ALUMINUM, X Z_ 0-a
STEEL FRAMING OR STEEL STUD. LL
SEE SUBSTRATE PROPERTIES,
apt -�saa saua,5
INSTALLATION TABLE 10,THIS SHEET
TYPE
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't X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE I
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
ZX WOOD BUCKSTRIP
EDGE OR FRAMING,SEE INSTALLATION TYPE M
INSTALLATION EMBEDMENT
INSTALLATION TYPE MDISTANCE NOTE 2,THIS SHEET� '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 SHIM
• MORE THAN 6"O.C. O 1X WOOD BUCKSTRIP,SEE aR complying
with w
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as cumptying with the Ftouda
OR FRAMING,SEE anild:•ng Code
NOTE 2,THIS SHEET A`xcptanco No 16" -b�q
F:<pimtxm Dale 1
114"MAX TYP.ANCHOR TYPE,EMBEDMENTAND
3 SHIM EDGE DISTANCE PER SUBSTRATE, BY
Wi4
SEE TABLE 11,THIS SHEEP
Meani ade ProduK
4 TYP.ANCHOR TYPE,
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 rc
(a3 11-7I8'O.C.MAX. DISTANCE
CONCRETE/CMUPERANCHORREQUIREMENT 11 CONCRETE/CMU lL Y m
WINDOW I PERANCHOR � .`N-- '^e8
BUCK I VISIBLE LIGHT WIDTH= 5
114"MAX.SHIM ,,II I� III"'��� REQUIREMENT
HEIGHT - _ WINDOW BUCK WIDTH-2-3/4' p Vim' (0 0
WINDOW BUCK WIDTH EXTERIOR )-r n otoa O
J\/L CO N
N
VISIBLE HORIZONTAL SECTION G-G o N J o w N
INSTALLATION TYPE O Z ma
LIGHT Z_T LLT -LL — o t7
HEIGHT= FOR THIS INSTALLATION U U_ X N m
WINDOW 'METHOD ONLY, TABLE 11: LU LU Z 0 O (9 -N
BUCK ANCHORS MAY BE NO W
HEIGHT- • MORE THAN 6"O.C. Min.Edga Max.O.C. o O Y
Anchor Substrate Min.Embedment � Z
Distance S cln p O � O
23/4" P.T.Scuthem Pine SG=0.55 9116" 1318' 6' 0-Z d Z F- LL
#12 STEEL #12 or#14 410 SS Screw Aluminum 6063-TS min. 3/B" 0.063"•• 6" C O
SELF-DRILLING SMS A36 Steel 3/8' 0.063'• 6' J rn
Steal Stud,Gr.33 roto. 316' 0.045' 18 Ga 6" Q
(GS),SEE TABLE 10, P.T.Southern Pine SG=0.55 9116" 1318" 6' taays
THIS SHEET #12 or#14 Steel Screw(GS) Aluminum,6063-T5 min. 318` 0.063"' 6" ® rn Z O O
A36 Steel 316' 0.063"*- 6'
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud,Gr.33 min. 318' 0.045' 18 Ga ' 8' t=„ 0 Q Z
EMBEDMENT AND EDGE U muted CMU,ASTM G90 2-1/7 1-1/4" 17 0 ,lo-s
6 114`410 SS CreteFlez G �
DISTANCE PER SUBSTRATE, � Concrete(min.3.35 ksi) 1" 13/4' � 17 p Z F o 0
SEE TABLE 11,THIS SHEET Concrete min.2.85 ksi 1" 13/4" 17 N N
5 - �1/4'MAX SHIM SEEMIAI-DADESEDER APPROVED MULLION Concrete min.2.85 ksl 2-1/7 1-318" 17 ¢ 0 Z t;
(SEE SEPERATE NDA),ALUMINUM, 114'Steel Ultrecon w t,L1
U muted CMU,(ASTM G90 2-1/7 1-114" 12 U 6.rL
STEEL FRAMING OR STEEL STUD. X ? d Il
SEE SUBSTRATE PROPERTIES, Grouted CMU ASTM sl) 2-1/7 13/4" 17
Concrete roto.3.5 ksl 1-114" 1-314° 17 a LL
INSTALLATION TABLE 11,THIS SHEET 5116`Steel Ultracon
Grouted CMU,ASTM G90 2-1/2" 1-314` 17
TYPE N 1X WOOD BUCKSTRIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
SEE NOTE 2,THIS SHEET
a INSTALLATION NOTES:
EMBEDMENT '
' - 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. '
<. A.
✓C o
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-117.1X WOOD BUCKS ARE
• OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-112'THICK OR GREATER. 6
—_ 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 OFA 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
f,
PRODUOTREVISF.D
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ASSEMBLY DETAILS FOR ASSEMBLY DETAILS '
FLANGE R E )UAL-LEG FRAMES FOR FIN FRAMES 12
[`7 Y 07
Lu c� co '"aa
ANGLED/CURVED ANGLED/CURVED ❑
FRAME ASSEMBLY FRAME ASSEMBLY }n r —mo0 O of m
90"CORNER 90°CORNER C 04 W N
FRAMEASSEMBLY I FRAME ASSEMBLY O J m J pO Z 7g r
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LL � WLL10 I 10 Z LLI
m 0 co 7 � aNALLCORNERSo f OO W �nla
ALL CORNERS TOr O y Z Z
USE GASKET I / USE GASKET I o m O w
ANDlOR SEALANT // AND/OR SEALANT Z 0_Z V ~ O LL
O
EQUAL-LEG FRAME m Q
I 1aa45
FLANGE FRAME ® Z Z
/ O
EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR 0 V1 Z
AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS ❑ R alaaS
FLANGE FRAME (SHOWN)OR CORNER KEYS AT d (SHOWN)OR CORNER KEYS AT LL Z "
30 SCREW BOSSES.SEALANT AT ALL CORNERS 1IMIL SCREW BOSSES.SEALANT ATALL CORNERS 2! IX N N
Ul
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30
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LL. ca
slat "asap s uaS
A.LYNN MILLER,P.E.
P.E.#58705
2.784" 2.784' 2.784'
TABLE 9: .094' ----11-- .094' 4�� .094" -+1�—
Ite#m PGT Part# Description Material
.074062" .074" •062• .074" .062'
1 4253_ Flanged Frame Alum.6063-T5 1.375" 1.375'
1.875' �f PRCD'JCT REViSBD
2 4205 EquaNeg Frame Alum.6063-T5 ' ,436• 500• .438• 500' 438' } us cou,Plpag With the Florida
3 4256 Integral Fin Frame Alum.6063-T5 1.000• —4-
4
II- I Buildi.9Code
9 .500' r-- .050.�°°°rr --�If .050'mow• AySs,Fe9ncc No 1 O 2
4 4255 7/16"Lanni.Glass Beading Alum.6063-T5 1.125" F'rulixrkxrDate ci
O FLANGE FRAME O EQUAL-LEG FRAME
5 4254 I.G.Glass Beading Alum.6063-T5 'I 2 {— .077^ ?„
#4253_,6063-T5 #4285,6063-T5 1 "�'i a"�ure Procgny ntro
6a 4270 Installation Fastener Coker Alum.6063-T5
FIN FRAME
6b 4224 Installation Fastener Cover Rigid PVC 3 #4256,6063-T5
10 70589C Gasket(at 90'comer Joints) Polyethylene '
11 1, TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 1205" �— �— .346' m JR-05105/16-ADDED THIS SHEET
13 Dow 899,GE 7700 Silicone or Equiv WITH SPACERS 8 MOVED PARTS.
20 71652K Setting Block,Mono.3116'x7/16"x4" Neoprene,Duro.B5+/-1 .875 .875" IIIVVIII LII441�� I I ;
21 71704AK Setting Block,I.G.3116"x 1-3/32"x4" INeoprene,Duro.85+1-1
050° T�II�-- 050"
29 #6 x 1-1/4'FH SMS Stainless Steel T I .050"
3116"8114" I.G.GLASS INSTALLATION > a 4 m
30 781PQX #8 x 1"Quad PH SMS Stainless Steel 3:
O GLASS BEADING O BEADING 68 FASTENER COVER
#4258,6063-T5 #4254,6063-T5 #4270,6063 T5Nt N a� 00 LN
o
t N
OJ N J p Z 8
Z W N W (0 J " a 0
W
U U X S2 6 0 U)ALUMINUM Z
SILICONE HOT-MELT BUMt
EMENT pOLY150- DESICCANT FILL AREA O W m O Y U` W a
STRUCTURAL BUTYLENE o . C?O rn p O
5116"NOM. .-Z D-Z -. W
SILICONE SEAL H O
1/4"NOM. 3/1fi"NOM.
STRUCTURAL FOAM BUSILICONE SEAL U O
POLYISOBUMEN ❑
WITH DESICCANT W� DESICCROLL-FORMED Q Z
DESICCANT FSTAINLESS STEEL H Q
EXT.GLASS ExT.GLASS EXT.GLAS ® U laays
m Z
EXT.GLASS � O U
O rn Z
Q ❑ a,o�s
INT.GLASS INT.GLASS S Z
INT.GLASS o w N N
. � ❑ r�00
75 KODISPACE 76 SUPER 77 DURASEALO 78 XL EDGE" x o as
4SG TPS 0 SPACERU NXTT" SPACER SPACER au- ,mo sa,as
TABLE 10:
Part# Description Material =
75 Kommeding 4SG TPS Spacer System �6
76 Quanex Super Spacer nXr with Hot Melt Butyl See this
Sheet for J
77 Quanex Duraseal Spacer Materials
78 Cardinal X_Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8968&8970 A.LYNN MILLER,P.E.
RES 58705